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08.09.2016 Town Council Packet Page 1 of 3 ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. 2. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. 3. Announcements of recent and upcoming events. 4. CONSENT AGENDA: (Items placed on the Consent Agenda are considered routine in nature and non- controversial. The Consent Agenda can be acted upon in one motion. Items may be removed from the Consent Agenda by the request of Council Members or staff.) 4a. Consider and act upon minutes from the following Town Council meetings. (RB)  Regular Meeting – July 26, 2016 4b. Receive the June 2016 Financial Report. (BP) 4c. Receive the Quarterly Investment Report ending June 30, 2016. (BP) 4d. Consider accepting the submission of the certified collection rate of 100 percent for FY 2016-2017. (BP) 4e. Consider and act upon an ordinance establishing the 2016 certified appraisal roll. (BP) 4f. Consider accepting submission of the 2016 effective tax rate of $0.442223 per $100 taxable value and the rollback tax rate of $0.621838 per $100 taxable value. (BP) 4g. Consider and act upon an ordinance amending Section 12.09.004 "School Traffic Zones" of Chapter 12 "Traffic and Vehicles" of the Town's Code of Ordinances by modifying the limits and hours of operation of such zones. (HW) 4h. Consider and act upon authorizing the Town Manager to execute an Advance Funding Agreement for a Project Using Funds Held in the State Highway 121 Subaccount for the Off-System Improvements between the Texas Department of Transportation and the Town of Prosper, Texas, related to the West Prosper Roads project. (HW) 4i. Consider and act upon an ordinance for a Specific Use Permit (SUP) for a retail building with a flat roof, parapet wall and cornice, in the Shops at Prosper Trail, Block A, Lot 3, on 1.3± acres, located on the east side of Preston Road, 175± feet north of Prosper Trail. (S16-0007). (JW) AGENDA Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Tuesday, August 9, 2016 6:00 p.m. Page 2 of 3 4j. Consider and act upon whether to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on any Site Plan or Preliminary Site Plan. (AG) 5. CITIZEN COMMENTS: The public is invited to address the Council on any topic. However, the Council is unable to discuss or take action on any topic not listed on this agenda. Please complete a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. REGULAR AGENDA: If you wish to address the Council during the regular agenda portion of the meeting, please fill out a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. Citizens wishing to address the Council for items listed as public hearings will be recognized by the Mayor. Those wishing to speak on a non-public hearing related item will be recognized on a case-by-case basis, at the discretion of the Mayor and Town Council. PUBLIC HEARINGS: 6. Consider a Public Hearing and consider and act upon a request for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, located on the northeast corner of US 380 and Gee Road. (MD16-0002). (JW) 7. Conduct a Public Hearing, and consider and act upon a request to rezone a portion of Planned Development-65 (PD-65) and a portion of Planned Development-48 (PD-48), on 198.4± acres, located on the southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached, senior living development and to modify lot type requirements. (Z16-0011). (JW) DEPARTMENT ITEMS: 8. Submission of the FY 2016-2017 Proposed Budget and Budget Message by the Town Manager. (BP) 9. Consider and act upon a proposed FY 2016-2017 property tax rate. (BP) 10. Consider and act upon scheduling Public Hearings on the FY 2016-2017 Proposed Budget. (BP) 11. Consider and act upon scheduling Public Hearings for the FY 2016-2017 proposed tax rate. (BP) 12. Consider and act upon amending ordinance No. 15-58 (FY 2015-2016 Budget). (BP) 13. Consider and act upon awarding Bid No. 2016-57-B to GRod Construction, LLC., related to construction services for the Church Street (First – PISD) project; and authorizing the Town Manager to execute a construction agreement for same. (FJ) Page 3 of 3 14. Consider and act upon awarding Bid No. 2016-67-B to Mario Sinacola and Sons Excavating, Inc., related to construction services for the Lovers Lane Segment – 42” Lower Pressure Plane Water Line project; and authorizing the Town Manager to execute a construction agreement for same. (MB) 15. Consider and act upon authorizing staff to negotiate an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas, for the collection, hauling, recycling, and disposal of municipal solid waste, construction and demolition waste, and recyclable materials in the Town of Prosper, Texas. (JC) 16. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: 16a. Section 551.087 – To discuss and consider economic development incentives. 16b. Section 551.072 – To discuss and consider purchase, exchange, lease or value of real property for municipal purposes and all matters incident and related thereto. 17. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. 18. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. 19. Adjourn. CERTIFICATION I, the undersigned authority, do hereby certify that this Notice of Meeting was posted at Prosper Town Hall, located at 121 W. Broadway Street, Prosper, Texas 75078, a place convenient and readily accessible to the general public at all times, and said Notice was posted on August 5, 2016, by 5:00 p.m., and remained so posted at least 72 hours before said meeting was convened. _______________________________ _________________________ Robyn Battle, Town Secretary Date Noticed Removed Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult in closed session with its attorney and to receive legal advice regarding any item listed on this agenda. NOTICE Pursuant to Town of Prosper Ordinance No. 13-63, all speakers other than Town of Prosper staff are limited to three (3) minutes per person, per item, which may be extended for an additional two (2) minutes with approval of a majority vote of the Town Council. NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Town Council meetings are wheelchair accessible. For special services or assistance, please contact the Town Secretary’s Office at (972) 569- 1011 at least 48 hours prior to the meeting time. Page 1 of 7 ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. The meeting was called to order at 6:03 p.m. Council Members Present: Mayor Ray Smith Mayor Pro-Tem Curry Vogelsang, Jr. Deputy Mayor Pro-Tem Jason Dixon Councilmember Michael Korbuly Councilmember Kenneth Dugger Councilmember Meigs Miller Councilmember Mike Davis Staff Members Present: Harlan Jefferson, Town Manager Robyn Battle, Town Secretary/Public Information Officer Terrence Welch, Town Attorney Hulon Webb, Executive Director of Development and Community Services John Webb, Development Services Director Alex Glushko, Senior Planner Jonathan Hubbard, Planner Frank Jaromin, Public Works Director Leslie Scott, Library Director January Cook, Purchasing Agent Doug Kowalski, Chief of Police 2. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Pastor Kenny Thacker of Lighthouse Christian Fellowship led the invocation. The Pledge of Allegiance and the Pledge to the Texas flag were recited. 3. Announcements of recent and upcoming events. Councilmember Dugger read the following announcements: Fishtrap Road from Teel Parkway to Dallas North Tollway has been resurfaced with asphalt and is now open to two-way traffic. The widening of the intersection at Fishtrap Road and the Dallas North Tollway, as well as installation of a traffic signal, are still underway and will be complete prior to the first day of school. Registration is open for several Parks & Recreation Programs including Bricks4Kids, Archery, Tennis, Golf, Engineering Camps, adult fitness classes, and much more. Visit www.prosperparksandrec.org for more information, and to register. Several local youth sports leagues are also open for registration. MINUTES Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway Street Prosper, TX 75078 Tuesday, July 26, 2016 Item 4a Page 2 of 7 The Library will host its “Summer Grand Finale” event on Saturday, August 13 from 11:00 a.m.-3:00 p.m. Activities will include crafts, guest story-time readers, snacks, face painting and prizes. The Town Secretary’s Office is accepting applications for the Town’s various Boards and Commissions through Friday August 5. Applications and information are available on the Town website, or by contacting the Town Secretary, Robyn Battle. Councilmember Dugger also announced that the Prosper Lions club will host a lecture from a World War II Veteran about the battle of Iwo Jima on Friday, August 5, at 7:00 p.m. at St. Paul’s Episcopal Church in Prosper. The public is welcome to attend this free event. Mayor Smith announced that Items 6 and 7 on tonight’s agenda have been withdrawn at the request of the applicant, and will not be considered by the Town Council. 4. CONSENT AGENDA: (Items placed on the Consent Agenda are considered routine in nature and non- controversial. The Consent Agenda can be acted upon in one motion. Items may be removed from the Consent Agenda by the request of Council Members or staff.) 4a. Consider and act upon minutes from the following Town Council meetings. (RB)  Regular Meeting – July 26, 2016 Deputy Mayor Pro-Tem Dixon removed Item 4b from the Consent Agenda. Councilmember Korbuly made a motion and Councilmember Dugger seconded the motion to approve Item 4a on the Consent Agenda. The motion was approved by a vote of 7-0. 4b. Consider and act upon whether to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on any Site Plan or Preliminary Site Plan. (AG) Councilmember Miller inquired about a minor error on the site plan presented, and staff indicated that the error will be corrected. Councilmember Miller made a motion and Councilmember Dugger seconded the motion to approve Item 4b on the Consent Agenda. The motion was approved by a vote of 7-0. 5. CITIZEN COMMENTS: The public is invited to address the Council on any topic. However, the Council is unable to discuss or take action on any topic not listed on this agenda. Please complete a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. Bill Hays, 2316 Creekridge Drive, McKinney, TX, spoke in favor of a museum in the new Town Hall/Multi-Purpose Facility, noting that the idea for a museum has been discussed since 2002. He asked the Town Council to reconsider allocating space for a museum in the new facility. Item 4a Page 3 of 7 Jeff Hodges, 141 Springbrook Drive, Prosper, spoke in favor of continuing the adult softball program in Prosper, and asked the Town to allocate field space for league play. Irwin “Cap” Parry, 850 Kingsview Drive, Prosper, spoke in favor of a museum in the new Town Hall/Multi-Purpose Facility. Daniel Knox, 701 Lockton Lane, Prosper, spoke in favor of continuing the adult softball program and other adult sports leagues, and encouraged the Town to allocate field space for league play. Julie Boyer Vest, 4060 CR 84, Prosper, spoke in favor of a museum in the new Town Hall/Multi-Purpose Facility, noting that several generations of her family have been Prosper residents. Donna Elliott, PO Box 344, Prosper, spoke in favor of keeping businesses separate from residences in the Downtown area. She also asked the Town Council to consider allocating space in the new Town Hall/Multi-Purpose Facility for a museum. She presented written comments for the record. The following individuals did not wish to speak, but expressed their support for a museum in the new Town Hall/Multi-Purpose Facility: Marty Matthews, PO Box 757, Prosper Betty Stewart, 1646 Betts Lane, Prosper Betty Hughes, 107 Lane, Prosper Thelma Griffin, 1259 Chandler Circle, Prosper Rebecca Hunter, 841 Rock Hill Road, Prosper Ann Lieber, 1190 Crooked Stick Drive, Prosper REGULAR AGENDA: If you wish to address the Council during the regular agenda portion of the meeting, please fill out a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. Citizens wishing to address the Council for items listed as public hearings will be recognized by the Mayor. Those wishing to speak on a non- public hearing related item will be recognized on a case-by-case basis, at the discretion of the Mayor and Town Council. PUBLIC HEARINGS: 6. Conduct a Public Hearing and consider and act on a request to amend the Future Land Use Plan from Retail & Neighborhood Services to High Density Residential, on the northeast corner of First Street and Coit Road, to allow for an age-restricted, private gated, senior living development. (CA16-0002). [Companion Case Z16-0004] (JW) This item was withdrawn at the request of the applicant. 7. Conduct a Public Hearing and consider and act upon a request to rezone 12.7± acres, from Retail (R) to Planned Development-Multifamily (PD-MF), located on the northeast corner of First Street and Coit Road, to allow for an age-restricted, private gated, senior living development. (Z16-0004). [Companion Case CA16-0002] (JW) Item 4a Page 4 of 7 This item was withdrawn at the request of the applicant. 8. Conduct a Public Hearing, and consider and act upon a request for a Specific Use Permit (SUP) for a retail building with a flat roof, parapet wall and cornice, in the Shops at Prosper Trail, Block A, Lot 3, on 1.3± acres, located on the east side of Preston Road, 175± feet north of Prosper Trail. (S16-0007). (JW) At the June 28, 2016, Council meeting, the Town Council tabled this item to allow the applicant the opportunity to revise the building elevations. The applicant has revised the building elevations by incorporating additional roof elements, incorporating more stone into the façade of the building, and adding windows along each elevation. Don Silverman, the applicant, provided additional information related to the request. Mayor Smith opened the Public Hearing. With no one speaking, Mayor Smith closed the Public Hearing. After discussion, Deputy Mayor Pro-Tem Dixon made a motion and Councilmember Dugger seconded the motion to approve a request for a Specific Use Permit (SUP) for a retail building with a flat roof, parapet wall and cornice, in the Shops at Prosper Trail, Block A, Lot 3, on 1.3± acres, located on the east side of Preston Road, 175± feet north of Prosper Trail. The motion was approved by a vote of 7-0. 9. Conduct a Public Hearing, and consider and act upon an ordinance amending the Town’s Zoning Ordinance, Ordinance No. 05-20, as amended, by amending Subsection 2.6 of Section 2 of Chapter 4, Subsection 4.3 of Section 4 of Chapter 4, and Subsection 5.2 of Section 5 of Chapter 4 regarding Downtown Office (DTO) District landscaping, screening and off-street parking requirements. (Z16-0012). (JW) Development Services Director John Webb presented this item before the Town Council. Town staff has identified regulations contained within the landscape, screening and off-street parking requirements of the DTO standards which should be amended to accommodate the development of new office buildings and the conversion of existing homes into offices. Mr. Webb provided an overview of the proposed amendments. Mayor Smith opened the Public Hearing. With no one speaking, Mayor Smith closed the Public Hearing. After discussion, Councilmember Dugger made a motion and Councilmember Korbuly seconded the motion to approve Ordinance No. 16-46 amending the Town’s Zoning Ordinance, Ordinance No. 05-20, as amended, by amending Subsection 2.6 of Section 2 of Chapter 4, Subsection 4.3 of Section 4 of Chapter 4, and Subsection 5.2 of Section 5 of Chapter 4 regarding Downtown Office (DTO) District landscaping, screening and off-street parking requirements. The motion was approved by a vote of 7-0. Item 4a Page 5 of 7 DEPARTMENT ITEMS: 10. Consider and act upon awarding Bid No. 2016-58-B Prosper Road Improvement Project 2016, to GRod Construction, LLC, related to construction services for DNT and Prosper Trail Reconstruction; and authorizing the Town Manager to execute a construction agreement for same. (FJ) Public Works Director Frank Jaromin presented this item before the Town Council. The purpose of the project is to reconstruct portions of Prosper Trail at the DNT and the DNT at CR 27 by removing multiple existing concrete failures, compacting the sub grade, and installing eight inches of new concrete. The project is expected to be completed within 50 calendar days. After discussion, Councilmember Miller made a motion and Councilmember Dugger seconded the motion to award Bid No. 2016-58-B Prosper Road Improvement Project 2016, to GRod Construction, LLC, related to construction services for DNT and Prosper Trail Reconstruction; and authorize the Town Manager to execute a construction agreement for same. The motion was approved by a vote of 7-0. 11. Discussion on Town Hall/Multi-Purpose Facility. (HW) Hulon Webb, Executive Director of Development and Community Services, introduced Randall Scott of Randall Scott Architects (RSA), who presented this item before the Town Council. Mr. Scott provided an update to the Town Council on the design of the Town Hall/Multi-Purpose Facility by presenting revised exterior elevations, several material selection boards, and interior renderings of the main lobby, Council chambers, the executive conference room, and the library. RSA will submit construction documents and specifications to Pogue Construction, the Construction Manager-At-Risk, by the end of the week. Pogue will then propose a Guaranteed Maximum Price (GMP), which will be presented to the Town Council for consideration at a future meeting. RSA will provide a list of cost- saving options at that time. The Facility is scheduled to be complete by the end of 2017, or early 2018. Mr. Scott provided several sample material boards for exterior finishes, carpet, and paint colors. A landscape plan has been designed and reviewed by staff, and will be presented to Council at a future date. The executive conference room will be designed to function as a temporary Emergency Operations Center in the event of an emergency. Some of the original display cases in the lobby have been removed to provide better acoustics for the space. Councilmember Dixon requested the reception desk be U-shaped to better conceal the area behind the desk. He also asked that the cupola be lighted, and to reconsider the color of the wood stain on the dais and trim. Councilmember Dugger requested that the dais be raised higher than six inches. Council requested that carpet squares rather than rolled carpet be used since it is easier to repair and replace. The Council requested copies of the revised floor plan, which Mr. Webb will provide. Councilmember Davis requested an estimate on the cost of operation of a building this size. Town Manager Harlan Jefferson provided an estimate of $600,000 per year; however, the estimate has not been fully vetted. RSA will work closely with Library Director Leslie Scott on the design of the Library space. Town staff will keep the sample material boards for review and Town staff will respond to RSA with recommendations for interior and exterior finish materials at a later date. Mayor Smith recognized one individual who submitted comments on this item: Item 4a Page 6 of 7 Jack Dixon, 810 Long Valley Court, Prosper, expressed his support for a museum in the new Town Hall/Multi-Purpose Facility, and submitted written comments for the record. No further action was taken. 12. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: 12a. Section 551.087 – To discuss and consider economic development incentives. 12b. Section 551.072 – To discuss and consider purchase, exchange, lease or value of real property for municipal purposes and all matters incident and related thereto. The Town Council recessed into Executive Session at 8:19 p.m. 13. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. The Town Council reconvened the Regular Session at 8:45 p.m. No action was taken as a result of Executive Session. 14. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.  FY 2016-2017 Budget Calendar. (RB) Town Secretary Robyn Battle briefed the Council on the FY 2016-2017 budget and tax rate adoption calendar. Town staff is proposing a change to the calendar to adopt the budget and tax rate at a special meeting on September 19 in order to meet Collin County’s deadline for mailing tax statements. The original adoption date had been set for September 27. The Town Council agreed to the new date.  Broadway Enhancements. (HW) Hulon Webb presented options associated with improving Broadway Street. The Town has already budgeted $550,000 for sidewalks, lighting and landscaping improvements from Coleman Street to Crockett Street, and a portion of South Main Street. The Town Council approved expanding the scope of the project to include the current scope, plus full concrete curb and gutter improvements from Coleman Street to McKinley Street. 15. Adjourn. The meeting was adjourned at 9:08 p.m. on Tuesday, July 26, 2016. These minutes approved on the 9th day of August, 2016. Item 4a Page 7 of 7 APPROVED: Ray Smith, Mayor ATTEST: Robyn Battle, Town Secretary Item 4a Prosper is a place where everyone matters. MONTHLY FINANCIAL REPORT June 2016 Prepared by Finance Department August 9, 2016 Item 4b TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 2016 Table of Contents Dashboard Charts 1 General Fund 3 Water‐Sewer Fund 4 Debt Service Fund 5 Internal Service Fund 6 Vehicle and Equipment Replacement Fund 7 Storm Drainage Utility Fund 8 Park Dedication and Improvement Fund 9 TIRZ #1 ‐ Blue Star Fund 10 TIRZ #2 ‐ Matthews Southwest 11 Water Impact Fees Fund 12 Wastewater Impact Fees Fund 13 Thoroughfare Impact Fees Fund 14 Special Revenue Fund 15 Capital Projects Fund‐General 16 Capital Projects Fund‐Water/Sewer 17 Detail All Funds 18 Item 4b  $‐ $500,000  $1,000,000  $1,500,000  $2,000,000  $2,500,000 Total Budget YTD Budget YTD Actual Building Permit Revenues 0 50,000 100,000 150,000 200,000 250,000 300,000 350,000 400,000 450,000 500,000 Oct Nov Dec Jan Feb Mar Apr May June July Aug Sept Town  of Prosper, Texas Sales Tax  Revenue by Month FY 13/14 FY 14/15 FY15/16 1 Item 4b $17.665 $13.248 $11.940 $17.665 $13.249 $16.418  $‐ $2  $4  $6  $8  $10  $12  $14  $16  $18  $20 Total Budget YTD Budget YTD Actual In Millions General Fund Revenues and Expenditures Revenues Expenditures $12.061 $9.046 $7.309 $11.725 $8.794 $8.332  $‐ $2  $4  $6  $8  $10  $12  $14 Total Budget YTD Budget YTD Actual In Millions Water ‐Sewer Fund Revenues and Expenditures Revenues Expenditures 2 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes 8,337,169$            8,209,394$            98%1 6,614,698$            24% Sales Taxes 3,421,640              2,870,467              84%2,204,427              30% Franchise Fees 719,700                 510,477                 71%2 530,610                 ‐4% Building Permits 2,386,400              2,174,052              91%1,848,838              18% Fines 300,000                 292,404                 97%231,535                 26% Other 2,500,394              2,361,367              94%2,104,835              12%     Total Revenues 17,665,303$         16,418,162$         93%13,534,943$         21% EXPENDITURES Administration 3,349,544$            2,340,756$            70%2,881,419$            ‐19% Police                         3,131,858              2,007,161              64%1,721,732              17% Fire/EMS                       3,947,550              2,463,466              62%2,034,600              21% Public Works 2,142,874              1,610,309              75%335,768                 380% Community Services 2,134,186              1,495,404              70%1,087,380              38% Development Services 2,166,280              1,532,590              71%1,322,216              16% Engineering 792,324                 489,826                 62%486,702                 1%     Total Expenses 17,664,616$         11,939,511$         68%9,869,816$            21% REVENUE OVER (UNDER) EXPENDITURES 687$                       4,478,651$            3,665,127$             Beginning Fund Balance October 1 7,575,407$            7,587,994$             Ending Fund Balance Current Month 12,054,058$         11,253,121$          Notes 1 Property taxes are billed in October and the majority of collections occur December through February. 2 Franchise use fees are collected quarterly and annually.  The first quarter payments were received in January. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% GENERAL FUND 3 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Public Works Revenues 10,502,235$         7,382,297$            70%1 5,776,907$          28% Administration Revenues 1,223,000              949,355                 78%838,583                13%  Total Revenues 11,725,235$         8,331,651$            71%6,615,490$          26% EXPENDITURES Public Works 6,462,316$            4,367,127$            68%3,750,915$          16% Administration 5,599,126              2,941,798              53%2,545,202            16%   Total Expenses 12,061,442$         7,308,925$            61%6,296,117$          16% REVENUE OVER (UNDER) EXPENDITURES (336,207)$              1,022,726$            319,373$              Beginning Working Capital October 1 20,725,544$         20,389,269           Ending Working Capital, Current Month 21,748,270$         20,708,642$         Notes 1 Water revenues are cyclical and vary by month.  The table below shows the average historical monthly and cumulative revenue. Average Monthly Average  Cumulative October 9.6%9.6% November 7.6%17.2% December 5.3%22.5% January 4.1%26.6% February 4.3%30.9% March 4.6%35.5% April 5.9%41.4% May 7.1%48.5% June 8.5%57.0% July 12.1%69.1% August 14.5%83.6% September 16.4%100.0% TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% WATER‐SEWER FUND 4 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes‐Delinquent 50,000$                 63,646$                 127%58,500$                9% Property Taxes‐Current 3,333,269              3,613,344              108%1 3,038,839            19% Taxes‐Penalties 20,000                    20,671                    103%2 15,366                  35% Interest Income                15,000                    16,069                    107%19,828                  ‐19% Total Revenues 3,418,269$            3,713,729$            109%3,132,533$          19% EXPENDITURES 2006 Bond Payment 336,021$               25,211$                 8%89,906$                ‐72% 2008 CO Bond Payment 671,805                 594,203                 88%3 785,993                 ‐24% 2010 Tax Note Payment 369,633                 366,256                 99%3 363,919                1% 2011 Refunding Bond Payment 146,445                 144,125                 98%3 172,892                ‐17% 2012 GO Bond Payment 280,713                 226,206                 81%3 56,206                  302% 2013 GO Refunding Bond 284,200                 67,100                    24%68,600                   ‐2% Bond Administrative Fees 21,000                    2,000                      10%2,400                     ‐17% 2014 GO Bond Payment           372,750                 61,218                    16%102,593                 ‐40% 2015 GO Bond Payment 609,701                 303,510                 50%‐                              2015 CO Bond Payment 312,772                 155,072                 50%‐                              Transfers Out ‐                                ‐                               0%‐                              Total Expenditures 3,405,040$            1,944,899$            57%1,642,509$          84% REVENUE OVER (UNDER) EXPENDITURES 13,229$                 1,768,830$            1,490,024$           Beginning Fund Balance October 1 1,470,009$            1,158,927$           Ending Fund Balance Current Month 3,238,839$            2,648,951$           Plus Proceeds from Bond Issue 6,939,610             Less Payment to Bond Escrow Agent (7,520,684)            Ending Fund Balance 2,067,877$           Notes 1 2 Revenue is net of refunds related to penalties.  During the first several months of the fiscal year, refunds were greater than penalties collected. 3 Debt service payments are due bi‐annually in February and August.  Property taxes are billed in October and the majority of collections occur December through February. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% DEBT SERVICE FUND 5 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Charges for Services 25,000$                 16,065$                 64%1 13,275$                21% Interest Income                640                         649                         101%481                        35% Transfer In ‐                               1,800                      1 1,800                    0% Total Revenue 25,640$                 18,514$                 72%15,556$                19% EXPENDITURES MERP H & D Expense 40,000$                 11,121$                 28%2 2,800$                  297% Total Expenditures 40,000$                 11,121$                 28%2,800$                  297% REVENUE OVER (UNDER) EXPENDITURES (14,360)$                7,393$                   12,756$                 Beginning Fund Balance October 1 117,587$               100,281                 Ending Fund Balance Current Month 124,980$               113,037$              Notes 1 2 Expenses vary throughout the year based on actual claims activity. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% INTERNAL SERVICE FUND‐MEDICAL EXPENSE REIMBURSEMENT PROGRAM Beginning in FY 2014, contributions from the General Fund were discontinued.  Based on recent trends, the ISF is currently able to absorb costs by using existing fund balance.  This fund continues to receive small monthly contributions from the Water‐Sewer and Drainage funds. 6 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Charges for Services 500,781$               375,586$               75%400,516$               ‐6% Other Reimbursements 50,000                   81,867                   164%1 9,976                     721% Transfers In ‐                              ‐                              ‐                               Total Revenue 550,781$               457,453$               83%410,493$               11% EXPENDITURES Vehicle Replacement 1,000,606$           842,796$               84%2 49,351$                 6% Equipment Replacement 20,000                   9,995                     50%154,215                 1543% IT Replacement 25,000                   5,723                     23%81,881                   1431% Total Expenditures 1,045,606$           858,514$               82%285,447$               33% REVENUE OVER (UNDER) EXPENDITURES (494,825)$             (401,062)$             125,045$                Beginning Fund Balance October 1 2,056,361$           800,000$                Ending Fund Balance Current Month 1,655,299$           925,045$                Notes 1 Auction revenues and insurance reimbursements are placed in the Other Reimbursements account as they occur.   2 TOWN OF PROSPER, TEXAS June 30, 2016 VEHICLE AND EQUIPMENT REPLACEMENT FUND MONTHLY FINANCIAL REPORT Expected Year to Date Percent 75% YTD expenditures include $628,646 in encumbrances for FY 2016 vehicle purchases. 7 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES  45‐4Storm Drainage Utility Fee 304,600$               231,366$               76%202,888$             14%  45‐4Interest Income 1,500                      739                         49%445                        66% Other Revenue 10,000                    ‐                               0%‐                                 Total Revenue 316,100$               232,105$               73%203,333$             14% EXPENDITURES Personnel Services 135,723$               57,530$                 42%61,017$                ‐6%  45‐7Operating Expenditures 215,057                 65,232                   30%109,192                 ‐40%   Total Expenses 350,780$               122,762$               35%170,209$             ‐28% REVENUE OVER (UNDER) EXPENDITURES (34,680)$                109,342$               33,123$                 Beginning Working Capital October 1 319,958$               251,507                 Ending Working Capital Current Month 429,300$               284,630$              TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% STORM DRAINAGE UTILITY FUND 8 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES  60‐4Park Dedication‐Fees           100,000$               423,631$               424%63,994$                562%  60‐4Park Improvement               100,000                 87,120                   87%66,000                  32% Contributions ‐                                ‐                                ‐                               60‐4Interest‐Park Dedication       4,100                      5,173                      126%4,039                    28%  60‐4Interest‐Park Improvements     3,200                      3,225                      101%3,168                    2%    Total Revenue 207,300$               519,150$               250%137,201$             278% EXPENDITURES  60‐5Miscellaneous Expense ‐$                            40$                         90$                        ‐56% Professional Services‐Park Ded ‐                                ‐                                ‐                               60‐5Professional Services‐Park Imp ‐                                ‐                               89,000                    60‐6Capital Exp‐Park Imp 990,000                 853,140                 86%1 ‐                               60‐6Capital Exp‐Park Ded 600,000                 596,788                 99%2 900                        0%    Total Expenses 1,590,000$            1,449,968$            91%89,990$                144,996,700% REVENUE OVER (UNDER) EXPENDITURES (1,382,700)$          (930,818)$              47,211$                 Beginning Fund Balance October 1 2,296,790$            2,371,059             Ending Fund Balance Current Month 1,365,972$            2,418,270$           Notes 1 2 Expenditures include encumbrances of $596,788 for southeast corner field lighting at Frontier Park.  Expenditures include encumbrances of $853,140 for Frontier Park field and parking improvements. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% PARK DEDICATION AND IMPROVEMENT FUNDS 9 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes ‐$                           ‐$                           ‐$                            Other Revenue ‐                              ‐                              ‐                               Transfers In                    ‐                              ‐                              ‐                                  Total Revenue ‐$                           ‐$                           ‐$                            EXPENDITURES Professional Services ‐$                           ‐$                           7,500$                    Transfers Out ‐                              ‐                              ‐                                  Total Expenses ‐$                           ‐$                           7,500$                    REVENUE OVER (UNDER) EXPENDITURES ‐$                           ‐$                           (7,500)$                   Beginning Fund Balance October 1 (7,500)                    ‐                               Ending Fund Balance Current Month (7,500)$                  (7,500)$                   TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% TIRZ #1 ‐ BLUE STAR 10 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes ‐$                           ‐$                           ‐$                            Other Revenue ‐                              ‐                              ‐                               Transfers In                    ‐                              ‐                              ‐                                  Total Revenue ‐$                           ‐$                           ‐$                            EXPENDITURES Professional Services ‐$                           ‐$                           ‐$                            Transfers Out ‐                              ‐                              ‐                                 Total Expenditures ‐$                           ‐$                           ‐$                            REVENUE OVER (UNDER) EXPENDITURES ‐$                           ‐$                           ‐$                            Beginning Fund Balance October 1 ‐                              ‐                               Ending Fund Balance Current Month ‐$                           ‐$                            The TIRZ #2 Fund is new and has not received any tax revenue from the zone's tax increment. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% TIRZ #2 ‐ MATTHEWS SOUTHWEST 11 Item 4b Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance REVENUES Impact Fees Water 2,730,000$           2,486,141$            Interest ‐ Water 18,000                   20,185                       Total Revenues 2,748,000$           2,506,326$            EXPENDITURES Impact Fee Study 35,000$                 67,473$                 67,473$                 ‐$                           ‐$                            TVG Westside Utility Developer Reimb 975,000                 975,000                 508,687                 ‐                              466,313                  Prosper Partners Developer Reimb 195,000                 195,000                 ‐                              ‐                              195,000                  Preserve Doe Creek Developer Reimb 532,586                 532,586                 ‐                              ‐                              532,586                  Total Developer Reimbursements 1,770,059$           1,770,059$           576,160$              ‐$                           1,193,899$            Prosper Trail EST 4,403,300$           4,403,300$           3,342,000$           ‐$                           1,061,300$            Kroger Reimb Prosper Trail 130,000                 130,000                 ‐                              ‐                              130,000                  Total Projects 6,188,300$           6,188,300$           3,342,000$           ‐$                           1,191,300$            Transfer to CIP Fund ‐$                           ‐$                           ‐$                           ‐$                           ‐$                            Total Transfers Out ‐$                           ‐$                           ‐$                           ‐$                           ‐$                               Total Expenditures 7,958,359$           7,958,359$           3,918,160$           ‐$                           2,385,199$            REVENUE OVER (UNDER) EXPENDITURES (1,411,833)$           Beginning Fund Balance October 1 5,838,628              Ending Fund Balance Current Month 4,426,795$            TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% WATER IMPACT FEES FUND 12 Item 4b Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance REVENUES Impact Fees Wastewater 478,100$              487,164$               Interest ‐ Wastewater 9,000                     5,283                         Total Revenues 487,100$              492,447$               EXPENDITURES Impact Fee Study 35,000$                 112,993$              112,993$              ‐$                           ‐$                            Impact Fee Reimbursement LaCima 5,000                     5,000                     ‐                              ‐                              5,000                      TVG Westside Utility Developer Reimb 170,750                 170,750                 73,820                   ‐                              96,930                    Prosper Ptr Westside Utility Dev 34,150                   34,150                   ‐                              ‐                              34,150                    Frontier Estates Developer Reimb 71,300                   71,300                   ‐                              ‐                              71,300                    Total Developer Reimbursements 316,200$              394,193$              186,813$              ‐$                           207,380$               Public Works Interceptor 800,000$              800,000$              30,300$                 ‐$                           769,700$               LaCima #2 Interceptor 465,000                 465,000                 ‐                              ‐                              465,000                  Capital Expenditure‐Wastewater ‐                              ‐                              ‐                              ‐                              ‐                          Total Projects 1,265,000$           1,265,000$           30,300$                 ‐$                           1,234,700$               Total Expenditures 1,581,200$           1,659,193$           217,113$              ‐$                           1,442,080$            REVENUE OVER (UNDER) EXPENDITURES 275,335$               Beginning Fund Balance October 1 2,677,504              Ending Fund Balance Current Month 2,952,839$            TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% WASTEWATER IMPACT FEES FUND 13 Item 4b Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance REVENUES  East Thoroughfare Impact Fees       2,200,000$           4,208,609$             West Thoroughfare Impact Fees 1,000,000             815,940                   Interest‐East Thoroughfare Impact Fees 7,000                     21,813                     Interest‐West Thoroughfare Impact Fees 2,400                     8,676                         Total Revenues 3,209,400$           5,055,038$            EXPENDITURES East Impact Fee Study 35,000$                 17,322$                 17,322$                 ‐$                           ‐$                         Impact Fee Reimbursement Lakes of LaCima 300,000                 300,000                 199,029                  ‐                              100,971              Frontier Pkwy BNSF Overpass 3,650,000             3,650,000             ‐                              ‐                              3,650,000           Coleman‐Prosper Trail to Preston 1,052,907             1,052,907             ‐                              ‐                              1,052,907           Kroger Reimbursement ‐ Prosper Tr 960,000                 960,000                 ‐                              ‐                              960,000              Custer Turn Lane ‐ Prosper Tr 100,000                 100,000                 ‐                              ‐                              100,000              Total East 6,097,907$           6,080,229$           216,351$              ‐$                           5,863,878$        West Impact Fee Study ‐$                           17,322$                 17,322$                 ‐$                           ‐$                         TVG West Roads Developer Reimb 500,000                 500,000                 501,706                 ‐                              (1,706)                 Parks at Legacy Developer Reimb 100,000                 100,000                 ‐                              ‐                              100,000              ‐                              220,000                 ‐                              ‐                              220,000              Total West 600,000$              837,322$              519,028$              ‐$                           98,294$              Transfers Out ‐$                           33,000$                 33,000$                 ‐$                           ‐$                         Total Transfers Out ‐$                           33,000$                 33,000$                 ‐$                           ‐$                            Total Expenditures 6,697,907$           6,950,551$           768,379$              ‐$                           5,962,172$        REVENUE OVER (UNDER) EXPENDITURES 4,286,659$            Beginning Fund Balance October 1 6,133,140              Ending Fund Balance Current Month 10,419,799$          Traffic Signal at First and DNT TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% THOROUGHFARE IMPACT FEES FUND 14 Item 4b Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Police Donation Revenue 12,000$                 11,532$                 96%10,378$               11% Police Grant ‐                              1,200                     ‐                             Fire Dept Donation Revenue 10,000                   9,010                     90%12,019                 ‐25% Child Safety Revenue               8,000                     6,608                     83%8,943                     ‐26% Court Security Revenue         7,000                     5,408                     77%4,582                    18% Court Technology Revenue          9,000                     7,211                     80%6,089                    18% Special Revenue ‐ Other ‐                               ‐                               ‐                             LEOSE Revenue ‐                              1,769                     1,543                    15% Library Grant ‐                               ‐                              2,365                     Interest Income 4,100                     22,308                   544%2,974                    650% Prosper Christmas Donations         12,000                   12,390                   103%1 11,265                 10% Tree Mitigation Revenue ‐                              45,500                    ‐                             Escrow Income ‐                              450,000                 3 642,557               ‐30% Cash Seizure/Forfeiture ‐                              650                        13,421                 ‐95% In God We Trust Decals ‐                              2,500                     ‐                             Transfers In ‐                              ‐                              20,000                  Total Revenue 62,100$                 576,085$               928%736,136$             ‐22% LEOSE Expenditure ‐$                           500$                      250$                      Special Revenue Expense ‐ Other ‐                               ‐                               ‐                             Prosper Christmas Expense 30,000                   28,793                   96%1 28,920                 0% Court Technology Expense       18,000                   ‐                              0%13,462                  ‐100% Court Security Expense         4,000                     4,723                     118%2 571                       727% Police Donation Expense 6,000                     4,100                     68%4,150                     ‐1% Fire Donation Expense ‐                              2,962                     5,094                     ‐42% Child Safety Expense           25,000                   6,906                     28%5,789                    19% Transfer Escrow To CIP Fund 75 ‐                              ‐                              ‐                             Escrow Expenditure ‐                              ‐                              ‐                             Tree Mitigation Expense 14,000                   ‐                              0%‐                             Volunteer Per Diem ‐                              ‐                              75                          ‐100% Library Grant Expense ‐                              ‐                              4,805                     ‐100% PD Seizure Expense 3,000                     330                        11%1,800                     ‐82% In God We Trust Decals ‐                              2,050                      Total Expenses 100,000$               50,365$                 50%64,916$               ‐22% REVENUE OVER (UNDER) EXPENDITURES (37,900)$               525,720$               671,220$              Beginning Fund Balance October 1 2,421,278$           2,283,679$           Ending Fund Balance Current Month 2,946,998$           2,954,899$           Notes 1 2 Expenditures are for the part‐time bailiff. 3 Escrow Income represents developer contributions for future infrastructure associated with their development. For FY 2015‐2016 Escrow income includes a $450,000 contribution from the EDC for West Prosper Road.  The majority of Revenues and Expenditures for Prosper Christmas are recorded in November and December. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 Expected Year to Date Percent 75% SPECIAL REVENUE FUNDS 15 Item 4b Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance Note REVENUES Grants 11,293,145$         30,645$                  Contributions/Interlocal Revenue 3,766,000             738,759                  Bond Proceeds 2,660,000              ‐                               Interest‐2004 Bond 2,040                     1,941                      Interest‐2006 Bond 600                        1,728                      Interest‐2008 Bond 13,500                   7,824                      Interest‐2012 GO Bond 12,000                   10,761                    Interest‐2015 Bond ‐                              29,527                    Transfers In 1,629,485             1,074,890                 Total Revenues 19,376,770$         1,896,073$            EXPENDITURES Coleman‐Prosper Tr to Prosper HS 3,347,093$           1,586,424$           2,844,046$           (1,083,377)$           Downtown Enhancements 550,000                 490,000                 ‐                              35,600                   514,400                  Teel Parkway‐DCFWSD#10 2,600,000             ‐                              ‐                              286,478                 2,313,522              West Prosper Roads 12,531,000           12,531,000           12,781,000           ‐                              (250,000)                Custer Road Turn Lanes at Prosper Tr 100,000 100,000                 ‐                              ‐                              100,000                  Gates of Prosper Road Imp ‐ Ph 1 2,000,000 ‐                              ‐                              ‐                              2,000,000              Prosper Trail (Kroger to Coit)305,000 ‐                              65,939                   256,482                 (17,421)                   First Street (DNT to Coleman)550,000 ‐                              194,908                 477,109                 (122,017)                Old Town Streets 2015 (Broadway,Fifth, McKinley)1,044,000 1,044,000              ‐                               ‐                              1,044,000              Fishtrap Rd (Artesia to Dallas Parkway) 820,000 820,000                 1,990,254              ‐                              (1,170,254)             First Street (Townlake to Custer) 420,000 420,000                  ‐                               ‐                              420,000                  Church Street (First‐PISD) 850,000 850,000                  ‐                               ‐                              850,000                  Harper Road Repair ‐                              53,750                   53,638                    ‐                              (53,638)                   Town Hall Infrastructure Improvements 1,275,000             1,275,000             115,597                 71,500                   1,087,903              Total Street Projects 26,392,093$         16,308,750$         16,787,760$         3,971,215$           5,633,118$            SH289 Median Lighting 950,000$               ‐$                           3,484$                   959,794$               (13,278)$                Decorative Monument Street Signs 150,020 ‐                              109,837                 ‐                              40,183                    Total Traffic Projects 1,100,020$           ‐$                           113,321$               959,794$               26,905$                  SH289 Median Landscaping 685,000$               ‐$                           49,720$                 ‐$                           635,280$                Frontier Park ‐ North Field Improvements 9,086,225             9,086,225             46,000                   ‐                              9,040,225              Total Park Projects 9,771,225$           9,086,225$           95,720$                 ‐$                           9,675,505$            Windsong Ranch Fire Station 7,500,000$           204,000$               3,996,889$           6,964,722$           (3,461,611)$           Town Hall Professional Services 1,300,000             1,300,000             748,054                 1,431,518             (879,572)                Town Hall Construction 10,000,000           10,000,000           ‐                              ‐                              10,000,000            Windsong Ranch Fire ‐ Apparatus 815,000                 815,000                 600,253                 ‐                              214,747                  Total Facility Projects 19,615,000$         12,319,000$         5,345,197$           8,396,240$           5,873,564$            Non‐Capital 2008 Bond ‐$                           ‐$                           ‐$                           ‐$                           ‐$                            Non‐Capital Bond Exp ‐                              ‐                              ‐                              ‐                              ‐                               Total Non Project Expenditure ‐$                           ‐$                           ‐$                           ‐$                           ‐$                               Total Expenditures 56,878,338$         37,713,975$         22,341,997$         13,327,249$         21,209,092$          REVENUE OVER (UNDER) EXPENDITURES (18,337,205)$        (20,445,924)$         Beginning Fund Balance October 1 12,938,873            Ending Fund Balance Current Month (7,507,051)$           TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT June 30, 2016 CAPITAL PROJECTS FUND‐GENERAL 16 Item 4b Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance Note REVENUES Interest Income                34,200$                 29,953$                  Bond Proceeds 2,370,000             ‐                               Transfers In ‐                              43,125                    Total Revenues 2,404,200$           73,078$                  EXPENDITURES Gates of Prosper WA Improvements Ph1 470,000$               ‐$                           ‐$                           ‐$                           470,000$                PRV's at BNSF Railroad 582,000                 532,000                 35,500                   ‐                              546,500                  Lower Pressure Plane Pump Station Design 1,840,100             1,655,000             78,698                   36,217                   1,725,185              Prosper Trail EST Construction 4,920,600             4,403,300             87,436                   281,766                 4,551,398              Total Water Projects 7,812,700$           6,590,300$           201,633$               317,983$               7,293,084$            Gates of Prosper WW Imp Ph 1 5,700,000$           ‐$                           ‐$                           ‐$                           5,700,000$            Matthew SW WW Imp 2,500,000             2,500,000             ‐                              ‐                              2,500,000              UTRWD Metering Stations ‐                              ‐                              1,625                     ‐                              (1,625)                     Total Wastewater Projects 8,200,000$           2,500,000$           1,625$                   ‐$                           8,198,375$            Downtown Drainage‐Hawk Ridge 165,000$               ‐$                           ‐$                           ‐$                           165,000$                Old Town Drainage 500,000                 500,000                 49,000                   ‐                              451,000                  Coleman Rd Drainage 17,500                   17,500                   17,500                   ‐                              ‐                               Old Town Land Drainage Land Acq Broadway 1,500,000             365,000                 60,500                   ‐                              304,500                  Old Town Drainage Broadway Design ‐                              200,000                 ‐                              ‐                              200,000                  Old Town Land Design Land Acq RR ‐                              385,000                 ‐                              ‐                              385,000                  Old Town Design Broadway Construction ‐                              550,000                 ‐                              ‐                              550,000                  Old Town Drainage Trunk Main 600,000                 600,000                 ‐                              ‐                              600,000                  Amberwood Farms Drainage 32,000                   32,000                   ‐                              ‐                              32,000                    Total Drainage Projects 2,814,500$           2,649,500$           127,000$               ‐$                           2,687,500$               Total Expenses 18,827,200$         11,739,800$         330,258$               317,983$               18,178,959$          (9,335,600)$          (257,181)$              Beginning Working Capital October 1 2,863,983              Ending Working Capital Current Month 2,606,802$            TOWN OF PROSPER, TEXAS June 30, 2016 CAPITAL PROJECTS FUND‐WATER/SEWER MONTHLY FINANCIAL REPORT 17 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐40 3 5 ‐10 ‐00                                                      3%  Co n s t r u c t i o n  Fe e                        (3 5 0 , 0 0 0 . 0 0 )                                                          (3 5 0 , 0 0 0 . 0 0 )                              (3 3 4 , 8 8 0 . 2 0 )                (7 8 , 7 7 9 . 6 5 )                                                        95.68 ( 1 5 , 1 1 9 . 8 0 )               10 0 ‐40 6 1 ‐10 ‐00                                                      No t a r y  Fe e s                                        (2 0 0 . 0 0 )                                                                        (2 0 0 . 0 0 )                                              (1 5 7 . 0 0 )                                (5 . 0 0 )                                                                            78.5 ( 4 3 . 0 0 )                        Su b t o t a l  ob j e c t  ‐   04   (3 5 0 , 2 0 0 . 0 0 )                                                         (3 5 0 , 2 0 0 . 0 0 )                              (3 3 5 , 0 3 7 . 2 0 )                (7 8 , 7 8 4 . 6 5 )                                                       95.67 ( 1 5 , 1 6 2 . 8 0 )               10 0 ‐41 0 5 ‐10 ‐00                                                      Pr o p e r t y  Ta x e s  ‐ De l i n q u e n t          (8 0 , 0 0 0 . 0 0 )                                                             (8 0 , 0 0 0 . 0 0 )                                  (1 1 3 , 0 0 3 . 7 6 )                (3 , 2 7 0 . 9 1 )                                                            141.255 3 3 , 0 0 3 . 7 6                10 0 ‐41 1 0 ‐10 ‐00                                                      Pr o p e r t y  Ta x e s  ‐ Cu r r e n t                (8 , 3 3 7 , 1 6 9 . 0 0 )                                                 (8 , 3 3 7 , 1 6 9 . 0 0 )                        (8 , 2 0 9 , 3 9 3 . 5 7 )          (8 2 , 6 6 8 . 1 8 )                                                       98.467 ( 1 2 7 , 7 7 5 . 4 3 )             10 0 ‐41 1 5 ‐10 ‐00                                                      Ta x e s  ‐ Pe n a l t i e s                              (3 0 , 0 0 0 . 0 0 )                                                             (3 0 , 0 0 0 . 0 0 )                                  (4 2 , 4 8 2 . 4 0 )                    (2 , 9 3 7 . 0 6 )                                                            141.608 1 2 , 4 8 2 . 4 0                10 0 ‐41 2 0 ‐10 ‐00                                                      Sa l e s  Ta x e s                                        (3 , 4 2 1 , 6 4 0 . 0 0 )                                                 (3 , 4 2 1 , 6 4 0 . 0 0 )                        (2 , 8 7 0 , 4 6 7 . 3 9 )          (3 0 6 , 2 5 0 . 5 2 )                                                   83.892 ( 5 5 1 , 1 7 2 . 6 1 )             10 0 ‐41 3 0 ‐10 ‐00                                                      Sa l e s  Ta x ‐Mi x e d  Be v e r a g e              (1 5 , 0 0 0 . 0 0 )                                                             (1 5 , 0 0 0 . 0 0 )                                  (7 , 8 0 4 . 5 0 )                                                                                          52.03 ( 7 , 1 9 5 . 5 0 )                 10 0 ‐41 4 0 ‐10 ‐00                                                      Fr a n c h i s e  Ta x e s  ‐   El e c t r i c          (4 0 0 , 0 0 0 . 0 0 )                                                         (4 0 0 , 0 0 0 . 0 0 )                              (2 9 8 , 3 8 5 . 9 3 )                (2 2 4 , 7 2 5 . 7 0 )                                                   74.596 ( 1 0 1 , 6 1 4 . 0 7 )             10 0 ‐41 5 0 ‐10 ‐00                                                      Fr a n c h i s e  Ta x e s  ‐   Te l e p h o n e        (1 9 0 , 0 0 0 . 0 0 )                                                         (1 9 0 , 0 0 0 . 0 0 )                              (1 1 1 , 0 1 7 . 7 6 )                                                                               58.43 ( 7 8 , 9 8 2 . 2 4 )               10 0 ‐41 6 0 ‐10 ‐00                                                      Fr a n c h i s e  Ta x e s  ‐   Ga s                    (1 0 0 , 0 0 0 . 0 0 )                                                         (1 0 0 , 0 0 0 . 0 0 )                              (8 3 , 1 7 5 . 8 0 )                                                                                   83.176 ( 1 6 , 8 2 4 . 2 0 )               10 0 ‐41 7 0 ‐10 ‐00                                                      Fr a n c h i s e  Ta x e s  ‐   Ro a d  Us a g e      (5 , 5 0 0 . 0 0 )                                                                  (5 , 5 0 0 . 0 0 )                                        (4 , 7 0 8 . 4 1 )                                                                                          85.607 ( 7 9 1 . 5 9 )                     10 0 ‐41 9 0 ‐10 ‐00                                                      Fr a n c h i s e  Fe e ‐Ca b l e                        (2 4 , 2 0 0 . 0 0 )                                                             (2 4 , 2 0 0 . 0 0 )                                  (1 3 , 1 8 9 . 3 1 )                                                                                   54.501 ( 1 1 , 0 1 0 . 6 9 )                Su b t o t a l  ob j e c t  ‐   04   (1 2 , 6 0 3 , 5 0 9 . 0 0 )                                             (1 2 , 6 0 3 , 5 0 9 . 0 0 )                    (1 1 , 7 5 3 , 6 2 8 . 8 3 )      (6 1 9 , 8 5 2 . 3 7 )                                                   93.257 ( 8 4 9 , 8 8 0 . 1 7 )             10 0 ‐42 0 0 ‐10 ‐00                                                      T ‐Mo b i l e  Fe e s                                    (3 4 , 6 0 8 . 0 0 )                                                             (3 4 , 6 0 8 . 0 0 )                                  (1 7 , 8 5 3 . 7 5 )                    (1 , 9 8 3 . 7 5 )                                                            51.589 ( 1 6 , 7 5 4 . 2 5 )               10 0 ‐42 0 1 ‐10 ‐00                                                     Ti e r o n e  Co n v e r g e d  Ne t w o r k            (1 8 , 0 0 0 . 0 0 )                                                             (1 8 , 0 0 0 . 0 0 )                                  (1 3 , 5 0 0 . 0 0 )                    (1 , 5 0 0 . 0 0 )                                                            75 ( 4 , 5 0 0 . 0 0 )                 10 0 ‐42 0 2 ‐10 ‐00                                                      NT T A  Ta g  Sa l e s                                  (1 5 0 . 0 0 )                                                                        (1 5 0 . 0 0 )                                              (8 5 . 0 0 )                                                                                                    56.667 (65.00)                      10 0 ‐42 0 5 ‐10 ‐00                                                      Bl u e  Wi r e l e s s  Fe e s  (P a n a b a n d )    (1 8 , 0 0 0 . 0 0 )                                                             (1 8 , 0 0 0 . 0 0 )                                  (1 7 , 3 7 0 . 0 0 )                    (1 , 9 8 3 . 7 5 )                                                            96.5 ( 6 3 0 . 0 0 )                     10 0 ‐42 1 8 ‐10 ‐00                                                      Ad m i n i s t r a t i v e  Fe e s ‐ED C                (7 , 5 0 0 . 0 0 )                                                                  (7 , 5 0 0 . 0 0 )                                        (5 , 6 2 5 . 0 0 )                          (6 2 5 . 0 0 )                                                                    75 ( 1 , 8 7 5 . 0 0 )                 10 0 ‐42 3 0 ‐10 ‐00                                                     Ot h e r  Pe r m i t s                                                                                                                                   (8 7 0 . 0 0 )                                                                                                0 8 7 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   04   (7 8 , 2 5 8 . 0 0 )                                                             (7 8 , 2 5 8 . 0 0 )                                  (5 5 , 3 0 3 . 7 5 )                    (6 , 0 9 2 . 5 0 )                                                            70.668 ( 2 2 , 9 5 4 . 2 5 )               10 0 ‐46 1 0 ‐10 ‐00                                                      In t e r e s t  In c o m e                                (4 0 , 0 0 0 . 0 0 )                                                             (4 0 , 0 0 0 . 0 0 )                                  (2 6 , 2 3 5 . 0 0 )                    (3 , 5 1 3 . 9 5 )                                                            65.588 ( 1 3 , 7 6 5 . 0 0 )                Su b t o t a l  ob j e c t  ‐   04   (4 0 , 0 0 0 . 0 0 )                                                             (4 0 , 0 0 0 . 0 0 )                                  (2 6 , 2 3 5 . 0 0 )                    (3 , 5 1 3 . 9 5 )                                                            65.588 ( 1 3 , 7 6 5 . 0 0 )               10 0 ‐49 1 0 ‐10 ‐00                                                      Ot h e r  Re v e n u e                                    (3 0 , 0 0 0 . 0 0 )                                                             (3 0 , 0 0 0 . 0 0 )                                  (1 2 , 1 9 5 . 3 8 )                    1, 7 3 1 . 2 8                                                                40.651 ( 1 7 , 8 0 4 . 6 2 )               10 0 ‐49 9 5 ‐10 ‐00                                                      Tr a n s f e r  In / O u t                                (1 , 0 9 1 , 1 6 6 . 0 0 )                  (3 3 , 0 0 0 . 0 0 )                          (1 , 1 2 4 , 1 6 6 . 0 0 )                        (8 5 1 , 3 7 4 . 5 0 )                (9 0 , 9 3 0 . 5 0 )                                                        75.734 ( 2 7 2 , 7 9 1 . 5 0 )              Su b t o t a l  ob j e c t  ‐   04   (1 , 1 2 1 , 1 6 6 . 0 0 )                  (3 3 , 0 0 0 . 0 0 )                          (1 , 1 5 4 , 1 6 6 . 0 0 )                        (8 6 3 , 5 6 9 . 8 8 )                (8 9 , 1 9 9 . 2 2 )                                                       74.822 ( 2 9 0 , 5 9 6 . 1 2 )             Pr o g r a m  nu m b e r :             DE F A U L T  PR O G R A M                                (1 4 , 1 9 3 , 1 3 3 . 0 0 )              (3 3 , 0 0 0 . 0 0 )                          (1 4 , 2 2 6 , 1 3 3 . 0 0 )                    (1 3 , 0 3 3 , 7 7 4 . 6 6 )      (7 9 7 , 4 4 2 . 6 9 )                                                   91.619 ( 1 , 1 9 2 , 3 5 8 . 3 4 )         10 0 ‐44 1 0 ‐10 ‐07                                                      Co u r t  Fi n e s                                        (3 0 0 , 0 0 0 . 0 0 )                                                         (3 0 0 , 0 0 0 . 0 0 )                              (2 9 2 , 4 0 4 . 2 7 )                (3 0 , 6 2 6 . 4 9 )                                                       97.468 ( 7 , 5 9 5 . 7 3 )                  Su b t o t a l  ob j e c t  ‐   04   (3 0 0 , 0 0 0 . 0 0 )                                                         (3 0 0 , 0 0 0 . 0 0 )                              (2 9 2 , 4 0 4 . 2 7 )                (3 0 , 6 2 6 . 4 9 )                                                       97.468 ( 7 , 5 9 5 . 7 3 )                 10 0 ‐46 1 0 ‐10 ‐07                                                      In t e r e s t  In c o m e                                (2 , 0 0 0 . 0 0 )                                                                  (2 , 0 0 0 . 0 0 )                                        (3 , 1 1 7 . 0 1 )                          (4 1 0 . 5 9 )                                                                    155.851 1 , 1 1 7 . 0 1                    Su b t o t a l  ob j e c t  ‐   04   (2 , 0 0 0 . 0 0 )                                                                  (2 , 0 0 0 . 0 0 )                                        (3 , 1 1 7 . 0 1 )                          (4 1 0 . 5 9 )                                                                    155.851 1 , 1 1 7 . 0 1                   Pr o g r a m  nu m b e r :        7    MU N I C I P A L  CO U R T                                (3 0 2 , 0 0 0 . 0 0 )                                                         (3 0 2 , 0 0 0 . 0 0 )                              (2 9 5 , 5 2 1 . 2 8 )                (3 1 , 0 3 7 . 0 8 )                                                       97.855 ( 6 , 4 7 8 . 7 2 )                 10 0 ‐49 3 0 ‐10 ‐99                                                      In s u r a n c e  Pr o c e e d s                                                                                                                         (3 1 , 6 9 5 . 2 7 )                                                                                   0 3 1 , 6 9 5 . 2 7                 Su b t o t a l  ob j e c t  ‐   04                                                                                                  (3 1 , 6 9 5 . 2 7 )                                                                                   0 3 1 , 6 9 5 . 2 7                Pr o g r a m  nu m b e r :      99    NO N ‐DE P A R T M E N T A L                                                                                                                             (3 1 , 6 9 5 . 2 7 )                                                                                   0 3 1 , 6 9 5 . 2 7                De p a r t m e n t  nu m b e r :      10    AD M I N I S T R A T I O N                                  (1 4 , 4 9 5 , 1 3 3 . 0 0 )              (3 3 , 0 0 0 . 0 0 )                          (1 4 , 5 2 8 , 1 3 3 . 0 0 )                    (1 3 , 3 6 0 , 9 9 1 . 2 1 )      (8 2 8 , 4 7 9 . 7 7 )                                                   91.966 ( 1 , 1 6 7 , 1 4 1 . 7 9 )         10 0 ‐40 6 0 ‐20 ‐01                                                      NS F  Fe e s                                                                                                                                             (2 5 . 0 0 )                                                                                                    0 25.00                         Su b t o t a l  ob j e c t  ‐   04                                                                                                  (2 5 . 0 0 )                                                                                                    0 25.00                        10 0 ‐42 3 0 ‐20 ‐01                                                      Ot h e r  Pe r m i t s                                    (6 0 0 . 0 0 )                                                                        (6 0 0 . 0 0 )                                              (5 7 5 . 0 0 )                                (1 0 0 . 0 0 )                                                                    95.833 (25.00)                       Su b t o t a l  ob j e c t  ‐   04   (6 0 0 . 0 0 )                                                                        (6 0 0 . 0 0 )                                              (5 7 5 . 0 0 )                                (1 0 0 . 0 0 )                                                                    95.833 (25.00)                      10 0 ‐44 4 0 ‐20 ‐01                                                      Ac c i d e n t  Re p o r t s                              (6 0 0 . 0 0 )                                                                        (6 0 0 . 0 0 )                                              (5 6 5 . 0 0 )                                (8 3 . 0 0 )                                                                        94.167 (35.00)                      10 0 ‐44 5 0 ‐20 ‐01                                                      Al a r m  Fe e                                            (3 5 , 2 0 0 . 0 0 )                                                             (3 5 , 2 0 0 . 0 0 )                                  (2 9 , 6 1 9 . 0 0 )                    (3 , 2 3 6 . 0 0 )                                                            84.145 ( 5 , 5 8 1 . 0 0 )                  Su b t o t a l  ob j e c t  ‐   04   (3 5 , 8 0 0 . 0 0 )                                                             (3 5 , 8 0 0 . 0 0 )                                  (3 0 , 1 8 4 . 0 0 )                    (3 , 3 1 9 . 0 0 )                                                            84.313 ( 5 , 6 1 6 . 0 0 )                 10 0 ‐49 1 0 ‐20 ‐01                                                      Ot h e r  Re v e n u e                                    (1 , 0 0 0 . 0 0 )                                                                  (1 , 0 0 0 . 0 0 )                                        (2 1 5 . 0 0 )                                (3 0 . 0 0 )                                                                        21.5 ( 7 8 5 . 0 0 )                      Su b t o t a l  ob j e c t  ‐   04   (1 , 0 0 0 . 0 0 )                                                                  (1 , 0 0 0 . 0 0 )                                        (2 1 5 . 0 0 )                                (3 0 . 0 0 )                                                                        21.5 ( 7 8 5 . 0 0 )                     Pr o g r a m  nu m b e r :        1    OP E R A T I O N S                                          (3 7 , 4 0 0 . 0 0 )                                                             (3 7 , 4 0 0 . 0 0 )                                  (3 0 , 9 9 9 . 0 0 )                    (3 , 4 4 9 . 0 0 )                                                            82.885 ( 6 , 4 0 1 . 0 0 )                 De p a r t m e n t  nu m b e r :      20    PO L I C E                                                  (3 7 , 4 0 0 . 0 0 )                                                             (3 7 , 4 0 0 . 0 0 )                                  (3 0 , 9 9 9 . 0 0 )                    (3 , 4 4 9 . 0 0 )                                                            82.885 ( 6 , 4 0 1 . 0 0 )                 10 0 ‐43 1 0 ‐30 ‐01                                                      Ch a r g e s  fo r  Se r v i c e s                      (2 0 0 , 0 0 0 . 0 0 )                                                         (2 0 0 , 0 0 0 . 0 0 )                              (1 6 2 , 9 4 1 . 0 6 )                (2 4 , 1 3 9 . 4 2 )                                                       81.471 ( 3 7 , 0 5 8 . 9 4 )                Su b t o t a l  ob j e c t  ‐   04   (2 0 0 , 0 0 0 . 0 0 )                                                         (2 0 0 , 0 0 0 . 0 0 )                              (1 6 2 , 9 4 1 . 0 6 )                (2 4 , 1 3 9 . 4 2 )                                                       81.471 ( 3 7 , 0 5 8 . 9 4 )               10 0 ‐44 1 1 ‐30 ‐01                                                      CC  FI R E  AS S O C                                                                                                                                   (5 2 5 . 2 9 )                                                                                                0 5 2 5 . 2 9                       Su b t o t a l  ob j e c t  ‐   04                                                                                                  (5 2 5 . 2 9 )                                                                                                0 5 2 5 . 2 9                      10 0 ‐45 1 0 ‐30 ‐01                                                      Gr a n t s                                                  (3 , 0 0 0 . 0 0 )                                                                  (3 , 0 0 0 . 0 0 )                                                                                                                                        0 ( 3 , 0 0 0 . 0 0 )                 18 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget             Su b t o t a l  ob j e c t  ‐   04   (3 , 0 0 0 . 0 0 )                                                                  (3 , 0 0 0 . 0 0 )                                                                                                                                        0 ( 3 , 0 0 0 . 0 0 )                 Pr o g r a m  nu m b e r :        1    OP E R A T I O N S                                          (2 0 3 , 0 0 0 . 0 0 )                                                         (2 0 3 , 0 0 0 . 0 0 )                              (1 6 3 , 4 6 6 . 3 5 )                (2 4 , 1 3 9 . 4 2 )                                                       80.525 ( 3 9 , 5 3 3 . 6 5 )               10 0 ‐43 1 5 ‐30 ‐05                                                      Fi r e  Re v i e w / I n s p e c t  Fe e s              (2 7 , 0 0 0 . 0 0 )                                                             (2 7 , 0 0 0 . 0 0 )                                  (2 6 , 0 0 0 . 0 0 )                    (6 , 5 5 0 . 0 0 )                                                            96.296 ( 1 , 0 0 0 . 0 0 )                  Su b t o t a l  ob j e c t  ‐   04   (2 7 , 0 0 0 . 0 0 )                                                             (2 7 , 0 0 0 . 0 0 )                                  (2 6 , 0 0 0 . 0 0 )                    (6 , 5 5 0 . 0 0 )                                                            96.296 ( 1 , 0 0 0 . 0 0 )                 Pr o g r a m  nu m b e r :        5    MA R S H A L                                                (2 7 , 0 0 0 . 0 0 )                                                             (2 7 , 0 0 0 . 0 0 )                                  (2 6 , 0 0 0 . 0 0 )                    (6 , 5 5 0 . 0 0 )                                                            96.296 ( 1 , 0 0 0 . 0 0 )                 De p a r t m e n t  nu m b e r :      30    FI R E                                                      (2 3 0 , 0 0 0 . 0 0 )                                                         (2 3 0 , 0 0 0 . 0 0 )                              (1 8 9 , 4 6 6 . 3 5 )                (3 0 , 6 8 9 . 4 2 )                                                       82.377 ( 4 0 , 5 3 3 . 6 5 )               10 0 ‐40 1 2 ‐40 ‐01                                                      Sa t u r d a y  In s p e c t i o n  Fe e                                                                                                               (3 0 0 . 0 0 )                                (2 0 0 . 0 0 )                                                                    0 3 0 0 . 0 0                      10 0 ‐40 1 7 ‐40 ‐01                                                      Co n t r a c t o r  Re g i s t r a t i o n  Fe e        (4 4 , 0 0 0 . 0 0 )                                                             (4 4 , 0 0 0 . 0 0 )                                  (5 8 , 4 0 0 . 0 0 )                    (4 , 5 0 0 . 0 0 )                                                            132.727 1 4 , 4 0 0 . 0 0                 Su b t o t a l  ob j e c t  ‐   04   (4 4 , 0 0 0 . 0 0 )                                                             (4 4 , 0 0 0 . 0 0 )                                  (5 8 , 7 0 0 . 0 0 )                    (4 , 7 0 0 . 0 0 )                                                            133.409 1 4 , 7 0 0 . 0 0                10 0 ‐42 1 0 ‐40 ‐01                                                      Bu i l d i n g  Pe r m i t s                              (2 , 3 8 6 , 4 0 0 . 0 0 )                                                 (2 , 3 8 6 , 4 0 0 . 0 0 )                        (2 , 1 7 4 , 0 5 2 . 3 2 )          (2 6 2 , 6 7 3 . 0 0 )                                                   91.102 ( 2 1 2 , 3 4 7 . 6 8 )             10 0 ‐42 3 0 ‐40 ‐01                                                      Ot h e r  Pe r m i t s                                    (1 6 5 , 0 0 0 . 0 0 )                                                         (1 6 5 , 0 0 0 . 0 0 )                              (1 5 9 , 7 0 1 . 4 0 )                (1 7 , 1 7 5 . 0 0 )                                                       96.789 ( 5 , 2 9 8 . 6 0 )                 10 0 ‐42 4 0 ‐40 ‐01                                                      Pl u m b / E l e c t / M e c h  Pe r m i t s              (3 0 , 0 0 0 . 0 0 )                                                             (3 0 , 0 0 0 . 0 0 )                                  (4 1 , 8 6 5 . 0 0 )                    (6 , 1 8 0 . 0 0 )                                                            139.55 1 1 , 8 6 5 . 0 0                10 0 ‐42 4 2 ‐40 ‐01                                                      Re ‐in s p e c t i o n  Fe e s                          (3 5 , 0 0 0 . 0 0 )                                                             (3 5 , 0 0 0 . 0 0 )                                  (3 2 , 3 7 5 . 0 0 )                    (5 , 7 5 0 . 0 0 )                                                            92.5 ( 2 , 6 2 5 . 0 0 )                  Su b t o t a l  ob j e c t  ‐   04   (2 , 6 1 6 , 4 0 0 . 0 0 )                                                 (2 , 6 1 6 , 4 0 0 . 0 0 )                        (2 , 4 0 7 , 9 9 3 . 7 2 )          (2 9 1 , 7 7 8 . 0 0 )                                                   92.035 ( 2 0 8 , 4 0 6 . 2 8 )             10 0 ‐49 1 0 ‐40 ‐01                                                      Ot h e r  Re v e n u e                                    (3 , 8 0 0 . 0 0 )                                                                  (3 , 8 0 0 . 0 0 )                                        (9 , 3 1 5 . 7 1 )                          (1 , 4 6 0 . 7 0 )                                                            245.15 5 , 5 1 5 . 7 1                    Su b t o t a l  ob j e c t  ‐   04   (3 , 8 0 0 . 0 0 )                                                                  (3 , 8 0 0 . 0 0 )                                        (9 , 3 1 5 . 7 1 )                          (1 , 4 6 0 . 7 0 )                                                            245.15 5 , 5 1 5 . 7 1                   Pr o g r a m  nu m b e r :        1    IN S P E C T I O N S                                        (2 , 6 6 4 , 2 0 0 . 0 0 )                                                 (2 , 6 6 4 , 2 0 0 . 0 0 )                        (2 , 4 7 6 , 0 0 9 . 4 3 )          (2 9 7 , 9 3 8 . 7 0 )                                                   92.936 ( 1 8 8 , 1 9 0 . 5 7 )             10 0 ‐42 4 5 ‐40 ‐02                                                     He a l t h  In s p e c t i o n s                          (1 5 , 3 0 0 . 0 0 )                                                             (1 5 , 3 0 0 . 0 0 )                                  (1 6 , 2 2 5 . 0 0 )                    (2 , 1 0 0 . 0 0 )                                                            106.046 9 2 5 . 0 0                       Su b t o t a l  ob j e c t  ‐   04   (1 5 , 3 0 0 . 0 0 )                                                             (1 5 , 3 0 0 . 0 0 )                                  (1 6 , 2 2 5 . 0 0 )                    (2 , 1 0 0 . 0 0 )                                                            106.046 9 2 5 . 0 0                      10 0 ‐49 1 0 ‐40 ‐02                                                      Ot h e r  Re v e n u e                                    (7 5 0 . 0 0 )                                                                        (7 5 0 . 0 0 )                                              (1 , 1 6 0 . 0 0 )                                                                                          154.667 4 1 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   04   (7 5 0 . 0 0 )                                                                        (7 5 0 . 0 0 )                                              (1 , 1 6 0 . 0 0 )                                                                                          154.667 4 1 0 . 0 0                      Pr o g r a m  nu m b e r :        2    CO D E  CO M P L I A N C E                                (1 6 , 0 5 0 . 0 0 )                                                             (1 6 , 0 5 0 . 0 0 )                                  (1 7 , 3 8 5 . 0 0 )                    (2 , 1 0 0 . 0 0 )                                                            108.318 1 , 3 3 5 . 0 0                   10 0 ‐42 2 0 ‐40 ‐03                                                      Zo n i n g  Ap p l i c a t i o n  Fe e s                (1 0 , 0 0 0 . 0 0 )                                                             (1 0 , 0 0 0 . 0 0 )                                  (2 3 , 6 8 0 . 8 6 )                    (2 , 5 8 0 . 0 0 )                                                            236.809 1 3 , 6 8 0 . 8 6                10 0 ‐42 2 5 ‐40 ‐03                                                      De v e l o p m e n t  Ap p l i c a t i o n  Fe e s      (7 5 , 0 0 0 . 0 0 )                                                             (7 5 , 0 0 0 . 0 0 )                                  (6 2 , 7 2 9 . 6 1 )                    (2 , 4 9 9 . 1 0 )                                                            83.639 ( 1 2 , 2 7 0 . 3 9 )                Su b t o t a l  ob j e c t  ‐   04   (8 5 , 0 0 0 . 0 0 )                                                             (8 5 , 0 0 0 . 0 0 )                                  (8 6 , 4 1 0 . 4 7 )                    (5 , 0 7 9 . 1 0 )                                                            101.659 1 , 4 1 0 . 4 7                   10 0 ‐49 1 0 ‐40 ‐03                                                      Ot h e r  Re v e n u e                                    (1 , 0 0 0 . 0 0 )                                                                  (1 , 0 0 0 . 0 0 )                                        (1 4 9 , 9 2 8 . 1 0 )                (7 0 0 . 0 0 )                                                                    0 1 4 8 , 9 2 8 . 1 0               Su b t o t a l  ob j e c t  ‐   04   (1 , 0 0 0 . 0 0 )                                                                  (1 , 0 0 0 . 0 0 )                                        (1 4 9 , 9 2 8 . 1 0 )                (7 0 0 . 0 0 )                                                                    0 1 4 8 , 9 2 8 . 1 0              Pr o g r a m  nu m b e r :        3    PL A N N I N G                                              (8 6 , 0 0 0 . 0 0 )                                                              (8 6 , 0 0 0 . 0 0 )                                  (2 3 6 , 3 3 8 . 5 7 )                (5 , 7 7 9 . 1 0 )                                                            274.812 1 5 0 , 3 3 8 . 5 7              De p a r t m e n t  nu m b e r :      40    DE V E L O P M E N T  SE R V I C E S                      (2 , 7 6 6 , 2 5 0 . 0 0 )                                                 (2 , 7 6 6 , 2 5 0 . 0 0 )                        (2 , 7 2 9 , 7 3 3 . 0 0 )          (3 0 5 , 8 1 7 . 8 0 )                                                   98.68 ( 3 6 , 5 1 7 . 0 0 )               10 0 ‐49 1 0 ‐50 ‐01                                                      Ot h e r  Re v e n u e                                                                                                                                   (1 2 , 4 2 0 . 0 0 )                    (3 , 7 8 0 . 0 0 )                                                            0 1 2 , 4 2 0 . 0 0                 Su b t o t a l  ob j e c t  ‐   04                                                                                                  (1 2 , 4 2 0 . 0 0 )                    (3 , 7 8 0 . 0 0 )                                                            0 1 2 , 4 2 0 . 0 0                Pr o g r a m  nu m b e r :        1    ST R E E T S                                                                                                                                                (1 2 , 4 2 0 . 0 0 )                    (3 , 7 8 0 . 0 0 )                                                            0 1 2 , 4 2 0 . 0 0                De p a r t m e n t  nu m b e r :      50    PU B L I C  WO R K S                                                                                                                                     (1 2 , 4 2 0 . 0 0 )                    (3 , 7 8 0 . 0 0 )                                                            0 1 2 , 4 2 0 . 0 0                10 0 ‐40 5 6 ‐60 ‐00                                                      Fi e l d  Re n t a l  Fe e s                            (4 0 , 0 0 0 . 0 0 )                                                              (4 0 , 0 0 0 . 0 0 )                                  (3 2 , 1 9 7 . 5 0 )                    (2 0 0 . 0 0 )                                                                    80.494 ( 7 , 8 0 2 . 5 0 )                 10 0 ‐40 5 7 ‐60 ‐00                                                      Pa v i l i o n  Us e r  Fe e s                          (3 , 5 0 0 . 0 0 )                                                                  (3 , 5 0 0 . 0 0 )                                        (2 , 6 3 5 . 0 0 )                          (4 0 0 . 0 0 )                                                                    75.286 ( 8 6 5 . 0 0 )                     10 0 ‐40 5 8 ‐60 ‐00                                                      Pa r k  Pr o g r a m  Fe e s                            (4 0 , 0 0 0 . 0 0 )                                                             (4 0 , 0 0 0 . 0 0 )                                  (3 7 , 3 5 5 . 0 2 )                    (6 , 8 0 9 . 0 0 )                                                            93.388 ( 2 , 6 4 4 . 9 8 )                 10 0 ‐40 5 9 ‐60 ‐00                                                      La n d s c a p e  In s p e c t i o n  Fe e                                                                                                             (2 0 0 . 0 0 )                                                                                                0 2 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   04   (8 3 , 5 0 0 . 0 0 )                                                             (8 3 , 5 0 0 . 0 0 )                                  (7 2 , 3 8 7 . 5 2 )                    (7 , 4 0 9 . 0 0 )                                                            86.692 ( 1 1 , 1 1 2 . 4 8 )               10 0 ‐49 1 0 ‐60 ‐00                                                      Ot h e r  Re v e n u e                                                                                                                                   (6 , 0 0 0 . 0 0 )                                                                                          0 6 , 0 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   04                                                                                                  (6 , 0 0 0 . 0 0 )                                                                                          0 6 , 0 0 0 . 0 0                   Pr o g r a m  nu m b e r :             DE F A U L T  PR O G R A M                                (8 3 , 5 0 0 . 0 0 )                                                             (8 3 , 5 0 0 . 0 0 )                                  (7 8 , 3 8 7 . 5 2 )                    (7 , 4 0 9 . 0 0 )                                                            93.877 ( 5 , 1 1 2 . 4 8 )                 10 0 ‐40 6 3 ‐60 ‐05                                                      Lo s t  Fe e s                                            (6 0 . 0 0 )                                                                              (6 0 . 0 0 )                                                  (1 6 3 . 3 5 )                                                                                                272.25 1 0 3 . 3 5                      10 0 ‐40 6 4 ‐60 ‐05                                                      Pr i n t i n g / C o p y i n g  Fe e s                    (7 5 . 0 0 )                                                                              (7 5 . 0 0 )                                                  (3 4 . 6 3 )                                    (3 . 2 0 )                                                                            46.173 (40.37)                      10 0 ‐40 6 5 ‐60 ‐05                                                      Bo o k  Fi n e s                                          (3 0 0 . 0 0 )                                                                        (3 0 0 . 0 0 )                                              (6 1 8 . 3 5 )                                (6 4 . 8 0 )                                                                        206.117 3 1 8 . 3 5                       Su b t o t a l  ob j e c t  ‐   04   (4 3 5 . 0 0 )                                                                        (4 3 5 . 0 0 )                                              (8 1 6 . 3 3 )                                (6 8 . 0 0 )                                                                        187.662 3 8 1 . 3 3                      10 0 ‐45 1 0 ‐60 ‐05                                                     Gr a n t s                                                  (1 9 , 3 3 5 . 0 0 )                                                             (1 9 , 3 3 5 . 0 0 )                                  (1 5 , 3 4 7 . 8 8 )                                                                                   79.379 ( 3 , 9 8 7 . 1 2 )                  Su b t o t a l  ob j e c t  ‐   04   (1 9 , 3 3 5 . 0 0 )                                                             (1 9 , 3 3 5 . 0 0 )                                  (1 5 , 3 4 7 . 8 8 )                                                                                   79.379 ( 3 , 9 8 7 . 1 2 )                 10 0 ‐49 1 0 ‐60 ‐05                                                      Ot h e r  Re v e n u e                                    (2 5 0 . 0 0 )                                                                        (2 5 0 . 0 0 )                                              (0 . 7 0 )                                        (0 . 0 5 )                                                                            0.28 ( 2 4 9 . 3 0 )                      Su b t o t a l  ob j e c t  ‐   04   (2 5 0 . 0 0 )                                                                        (2 5 0 . 0 0 )                                              (0 . 7 0 )                                        (0 . 0 5 )                                                                            0.28 ( 2 4 9 . 3 0 )                     Pr o g r a m  nu m b e r :        5    LI B R A R Y                                                (2 0 , 0 2 0 . 0 0 )                                                             (2 0 , 0 2 0 . 0 0 )                                  (1 6 , 1 6 4 . 9 1 )                    (6 8 . 0 5 )                                                                        80.744 ( 3 , 8 5 5 . 0 9 )                 De p a r t m e n t  nu m b e r :      60    CO M M U N I T Y  SE R V I C E S                          (1 0 3 , 5 2 0 . 0 0 )                                                         (1 0 3 , 5 2 0 . 0 0 )                              (9 4 , 5 5 2 . 4 3 )                    (7 , 4 7 7 . 0 5 )                                                            91.337 ( 8 , 9 6 7 . 5 7 )                                             Re v e n u e                                                Su b t o t a l  ‐   ‐   ‐   ‐   ‐   ‐   (1 7 , 6 3 2 , 3 0 3 . 0 0 )              (3 3 , 0 0 0 . 0 0 )                          (1 7 , 6 6 5 , 3 0 3 . 0 0 )                    (1 6 , 4 1 8 , 1 6 1 . 9 9 )      (1 , 1 7 9 , 6 9 3 . 0 4 )                                             92.94 ( 1 , 2 4 7 , 1 4 1 . 0 1 )         19 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐51 1 0 ‐10 ‐01                                                      Sa l a r i e s  & Wa g e s                              60 , 4 0 0 . 0 0                                                                60 , 4 0 0 . 0 0                                      47 , 1 3 8 . 0 5                        5, 0 8 5 . 7 2                                                                78.043 1 3 , 2 6 1 . 9 5                10 0 ‐51 1 5 ‐10 ‐01                                                      Sa l a r i e s  ‐   Ov e r t i m e                        4, 8 5 2 . 0 0                                                                      4, 8 5 2 . 0 0                                          14 9 . 1 3                                                                                                  3.074 4 , 7 0 2 . 8 7                   10 0 ‐51 4 0 ‐10 ‐01                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              15 5 . 0 0                                                                            15 5 . 0 0                                                15 5 . 0 0                                                                                                  100                  10 0 ‐51 4 5 ‐10 ‐01                                                      So c i a l  Se c u r i t y  Ex p e n s e                4, 0 5 5 . 0 0                                                                      4, 0 5 5 . 0 0                                          2, 9 1 8 . 9 3                            31 2 . 5 4                                                                      71.983 1 , 1 3 6 . 0 7                   10 0 ‐51 5 0 ‐10 ‐01                                                      Me d i c a r e  Ex p e n s e                              94 8 . 0 0                                                                            94 8 . 0 0                                                68 2 . 6 6                                  73 . 1 0                                                                          72.011 2 6 5 . 3 4                      10 0 ‐51 5 5 ‐10 ‐01                                                      SU T A  Ex p e n s e                                      9. 0 0                                                                                    9. 0 0                                                          17 1 . 0 0                                                                                                  0 ( 1 6 2 . 0 0 )                     10 0 ‐51 6 0 ‐10 ‐01                                                      He a l t h / D e n t a l  In s u r a n c e                                                                                                               3, 2 9 1 . 8 4                            42 3 . 6 4                                                                      0 ( 3 , 2 9 1 . 8 4 )                 10 0 ‐51 6 5 ‐10 ‐01                                                      De n t a l  In s u r a n c e                              35 4 . 0 0                                                                            35 4 . 0 0                                                25 8 . 6 6                                  32 . 4 6                                                                          73.068 95.34                        10 0 ‐51 7 0 ‐10 ‐01                                                      Li f e  In s u r a n c e                                  95 . 0 0                                                                                95 . 0 0                                                      66 . 9 8                                        7. 8 8                                                                              70.505 28.02                        10 0 ‐51 7 5 ‐10 ‐01                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    13 7 . 0 0                                                                            13 7 . 0 0                                                11 6 . 6 4                                                                                                  85.139 20.36                        10 0 ‐51 8 0 ‐10 ‐01                                                      TM R S  Ex p e n s e                                      8, 5 0 3 . 0 0                                                                      8, 5 0 3 . 0 0                                          5, 8 2 5 . 2 4                            63 3 . 9 5                                                                      68.508 2 , 6 7 7 . 7 6                   10 0 ‐51 8 5 ‐10 ‐01                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   12 4 . 0 0                                                                            12 4 . 0 0                                                76 . 1 1                                        56 . 7 9                                                                          61.379 47.89                        10 0 ‐51 8 6 ‐10 ‐01                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l                                                                                                   23 4 . 9 6                                  39 . 1 6                                                                          0 ( 2 3 4 . 9 6 )                     10 0 ‐51 9 0 ‐10 ‐01                                                      Co n t r a c t  La b o r                                  8, 8 4 0 . 0 0                                                                      8, 8 4 0 . 0 0                                          6, 1 5 5 . 0 0                            68 0 . 0 0                                                                      69.627 2 , 6 8 5 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   88 , 4 7 2 . 0 0                                                                88 , 4 7 2 . 0 0                                      67 , 2 4 0 . 2 0                        7, 3 4 5 . 2 4                                                                76.002 2 1 , 2 3 1 . 8 0                10 0 ‐52 1 0 ‐10 ‐01                                                      Su p p l i e s                                              1, 5 0 0 . 0 0                                      (6 0 7 . 0 0 )                                      89 3 . 0 0                                                42 4 . 2 4                                                                                                  47.507 4 6 8 . 7 6                      10 0 ‐52 1 2 ‐10 ‐01                                                      Bu i l d i n g  Su p p l i e s                            1, 0 0 0 . 0 0                                      50 0 . 0 0                                        1, 5 0 0 . 0 0                                          92 5 . 3 7                                                                                                  61.691 5 7 4 . 6 3                      10 0 ‐52 3 0 ‐10 ‐01                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            2, 5 5 0 . 0 0                                      10 7 . 0 0                                        2, 6 5 7 . 0 0                                          2, 6 8 1 . 9 5                            30 0 . 0 0                                                                      100.939 ( 2 4 . 9 5 )                       10 0 ‐52 4 0 ‐10 ‐01                                                      Po s t a g e  an d  De l i v e r y                      10 0 . 0 0                                                                            10 0 . 0 0                                                11 . 2 5                                                                                                        11.25 88.75                        10 0 ‐52 5 0 ‐10 ‐01                                                      Pu b l i c a t i o n s                                      10 0 . 0 0                                                                            10 0 . 0 0                                                98 . 0 0                                                                                                        98 2.00                          10 0 ‐52 8 0 ‐10 ‐01                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            50 0 . 0 0                                                                            50 0 . 0 0                                                14 1 . 0 0                                                                                                  28.2 3 5 9 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   5, 7 5 0 . 0 0                                                                      5, 7 5 0 . 0 0                                          4, 2 8 1 . 8 1                            30 0 . 0 0                                                                      74.466 1 , 4 6 8 . 1 9                   10 0 ‐53 3 0 ‐10 ‐01                                                      Co p i e r  Ex p e n s e                                  7, 2 8 6 . 0 0                                      (6 , 7 0 0 . 0 0 )                                58 6 . 0 0                                                12 2 . 9 5                                  24 . 2 5                                                                          20.981 4 6 3 . 0 5                      10 0 ‐53 4 0 ‐10 ‐01                                                      Bu i l d i n g  Re p a i r s                              1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          29 4 . 9 4                                                                                                  29.494 7 0 5 . 0 6                       Su b t o t a l  ob j e c t  ‐   05   8, 2 8 6 . 0 0                                      (6 , 7 0 0 . 0 0 )                                1, 5 8 6 . 0 0                                          41 7 . 8 9                                  24 . 2 5                                                                          26.349 1 , 1 6 8 . 1 1                   10 0 ‐54 1 0 ‐10 ‐01                                                      Pr o f e s s i o n a l  Se r v i c e s                    27 2 , 1 1 0 . 0 0                                                           27 2 , 1 1 0 . 0 0                                  17 5 , 8 6 6 . 6 4                    30 , 7 0 3 . 5 5                          91 , 7 1 8 . 3 6                            64.631 4 , 5 2 5 . 0 0                   10 0 ‐54 1 8 ‐10 ‐01                                                      IT  Fe e s                                                2, 7 5 0 . 0 0                                      (2 , 7 0 0 . 0 0 )                                50 . 0 0                                                                                                                                                      0 5 0 . 0 0                        10 0 ‐54 3 0 ‐10 ‐01                                                      Le g a l  Fe e s                                          69 , 4 9 4 . 0 0                                                                69 , 4 9 4 . 0 0                                      44 , 9 6 6 . 7 4                        (1 0 7 . 9 6 )                                                                    64.706 2 4 , 5 2 7 . 2 6                10 0 ‐54 8 0 ‐10 ‐01                                                      Co n t r a c t e d  Se r v i c e s                        1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          61 8 . 2 1                                  88 . 6 9                                                                          61.821 3 8 1 . 7 9                       Su b t o t a l  ob j e c t  ‐   05   34 5 , 3 5 4 . 0 0                            (2 , 7 0 0 . 0 0 )                                34 2 , 6 5 4 . 0 0                                  22 1 , 4 5 1 . 5 9                    30 , 6 8 4 . 2 8                          91 , 7 1 8 . 3 6                            64.628 2 9 , 4 8 4 . 0 5                10 0 ‐55 2 0 ‐10 ‐01                                                      Te l e p h o n e s                                          9, 0 0 0 . 0 0                                      (8 , 9 4 5 . 0 0 )                                55 . 0 0                                                      54 . 2 4                                                                                                        98.618 0 . 7 6                          10 0 ‐55 2 4 ‐10 ‐01                                                      Ga s                                                        50 0 . 0 0                                            10 5 . 0 0                                        60 5 . 0 0                                                36 6 . 7 2                                                                                                  60.615 2 3 8 . 2 8                      10 0 ‐55 2 5 ‐10 ‐01                                                      El e c t r i c i t y                                        7, 2 5 0 . 0 0                                                                      7, 2 5 0 . 0 0                                          3, 1 8 8 . 8 0                            36 3 . 0 0                                                                      43.983 4 , 0 6 1 . 2 0                   10 0 ‐55 2 6 ‐10 ‐01                                                      Da t a  Ne t w o r k                                      23 , 0 0 0 . 0 0                                (2 0 , 4 2 5 . 0 0 )                          2, 5 7 5 . 0 0                                          55 4 . 8 4                                  37 . 9 9                                                                          21.547 2 , 0 2 0 . 1 6                   10 0 ‐55 3 0 ‐10 ‐01                                                      Tr a v e l                                                  25 0 . 0 0                                                                            25 0 . 0 0                                                                                                                                                0 2 5 0 . 0 0                      10 0 ‐55 3 3 ‐10 ‐01                                                      Mi l e a g e  Ex p e n s e                                20 0 . 0 0                                                                            20 0 . 0 0                                                                                                                                                0 2 0 0 . 0 0                      10 0 ‐55 3 6 ‐10 ‐01                                                      Tr a i n i n g / S e m i n a r s                            20 0 . 0 0                                                                            20 0 . 0 0                                                                                                                                                0 2 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   40 , 4 0 0 . 0 0                                (2 9 , 2 6 5 . 0 0 )                          11 , 1 3 5 . 0 0                                      4, 1 6 4 . 6 0                            40 0 . 9 9                                                                      37.401 6 , 9 7 0 . 4 0                   Pr o g r a m  nu m b e r :        1    TO W N  MA N A G E R                                      48 8 , 2 6 2 . 0 0                            (3 8 , 6 6 5 . 0 0 )                          44 9 , 5 9 7 . 0 0                                  29 7 , 5 5 6 . 0 9                    38 , 7 5 4 . 7 6                          91 , 7 1 8 . 3 6                            66.183 6 0 , 3 2 2 . 5 5                10 0 ‐51 1 0 ‐10 ‐02                                                      Sa l a r i e s  & Wa g e s                              11 8 , 0 4 8 . 0 0                                                           11 8 , 0 4 8 . 0 0                                  77 , 6 4 7 . 8 0                        9, 5 1 4 . 4 8                                                                65.776 4 0 , 4 0 0 . 2 0                10 0 ‐51 4 0 ‐10 ‐02                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              15 0 . 0 0                                                                            15 0 . 0 0                                                15 0 . 0 0                                                                                                  100                  10 0 ‐51 4 3 ‐10 ‐02                                                      Ce l l  Ph o n e  Al l o w a n c e                      1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          81 0 . 0 0                                  90 . 0 0                                                                          54 6 9 0 . 0 0                      10 0 ‐51 4 5 ‐10 ‐02                                                      So c i a l  Se c u r i t y  Ex p e n s e                7, 6 2 1 . 0 0                                                                      7, 6 2 1 . 0 0                                          4, 8 7 0 . 8 4                            59 5 . 8 6                                                                      63.913 2 , 7 5 0 . 1 6                   10 0 ‐51 5 0 ‐10 ‐02                                                      Me d i c a r e  Ex p e n s e                              1, 7 8 2 . 0 0                                                                      1, 7 8 2 . 0 0                                          1, 1 3 9 . 1 5                            13 9 . 3 6                                                                      63.925 6 4 2 . 8 5                      10 0 ‐51 5 5 ‐10 ‐02                                                      SU T A  Ex p e n s e                                      37 . 0 0                                                                                37 . 0 0                                                      32 4 . 3 4                                  48 . 4 5                                                                          876.595 ( 2 8 7 . 3 4 )                     10 0 ‐51 7 0 ‐10 ‐02                                                      Li f e  In s u r a n c e                                  19 2 . 0 0                                                                            19 2 . 0 0                                                15 5 . 8 2                                  18 . 4 8                                                                          81.156 3 6 . 1 8                        10 0 ‐51 7 5 ‐10 ‐02                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    3, 0 2 7 . 0 0                                                                      3, 0 2 7 . 0 0                                          2, 5 8 0 . 3 0                                                                                            85.243 4 4 6 . 7 0                      10 0 ‐51 8 0 ‐10 ‐02                                                      TM R S  Ex p e n s e                                      16 , 1 4 2 . 0 0                                                                16 , 1 4 2 . 0 0                                      8, 0 7 3 . 8 6                            87 2 . 6 4                                                                      50.018 8 , 0 6 8 . 1 4                   10 0 ‐51 8 5 ‐10 ‐02                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   23 6 . 0 0                                                                            23 6 . 0 0                                                12 0 . 8 2                                  94 . 3 4                                                                          51.195 1 1 5 . 1 8                      10 0 ‐51 8 6 ‐10 ‐02                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                   10 0 ‐51 9 3 ‐10 ‐02                                                      Re c o r d s  Re t e n t i o n                            3, 7 0 0 . 0 0                                                                      3, 7 0 0 . 0 0                                          22 0 . 5 5                                                                                                  5.961 3 , 4 7 9 . 4 5                    Su b t o t a l  ob j e c t  ‐   05   15 3 , 4 3 5 . 0 0                                                           15 3 , 4 3 5 . 0 0                                  96 , 0 9 3 . 4 8                        11 , 3 7 3 . 6 1                                                          62.628 5 7 , 3 4 1 . 5 2                20 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐52 1 0 ‐10 ‐02                                                      Su p p l i e s                                              2, 1 0 0 . 0 0                                      (5 0 0 . 0 0 )                                      1, 6 0 0 . 0 0                                          1, 1 6 2 . 6 5                                                                                            72.666 4 3 7 . 3 5                      10 0 ‐52 2 0 ‐10 ‐02                                                      Of f i c e  Eq u i p m e n t                              15 , 3 0 0 . 0 0                                (5 , 0 0 0 . 0 0 )                                10 , 3 0 0 . 0 0                                      4, 7 7 4 . 9 0                                                            2, 9 2 9 . 2 6                                  46.358 2 , 5 9 5 . 8 4                   10 0 ‐52 3 0 ‐10 ‐02                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            63 0 . 0 0                                                                            63 0 . 0 0                                                1, 3 0 2 . 1 7                            29 6 . 6 2                                                                      206.69 4 (672.17)                    10 0 ‐52 4 0 ‐10 ‐02                                                      Po s t a g e  an d  De l i v e r y                      20 0 . 0 0                                                                            20 0 . 0 0                                                51 . 1 5                                                                                                        25.575 1 4 8 . 8 5                      10 0 ‐52 8 0 ‐10 ‐02                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            63 5 . 0 0                                            50 0 . 0 0                                        1, 1 3 5 . 0 0                                          23 2 . 5 1                                                                                                  20.485 9 0 2 . 4 9                       Su b t o t a l  ob j e c t  ‐   05   18 , 8 6 5 . 0 0                                (5 , 0 0 0 . 0 0 )                                13 , 8 6 5 . 0 0                                      7, 5 2 3 . 3 8                            29 6 . 6 2                                      2, 9 2 9 . 2 6                                  54.262 3 , 4 1 2 . 3 6                   10 0 ‐53 1 0 ‐10 ‐02                                                      Re n t a l  Ex p e n s e                                  7, 0 0 0 . 0 0                                                                      7, 0 0 0 . 0 0                                          4, 3 7 0 . 1 7                            65 6 . 3 7                                                                      62.431 2 , 6 2 9 . 8 3                   10 0 ‐53 3 0 ‐10 ‐02                                                      Co p i e r  Ex p e n s e                                  2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          87 7 . 7 4                                  17 4 . 0 3                                                                      43.887 1 , 1 2 2 . 2 6                   10 0 ‐53 4 0 ‐10 ‐02                                                      Bu i l d i n g  Re p a i r s                                                             1, 0 0 0 . 0 0                                  1, 0 0 0 . 0 0                                          96 6 . 5 0                                                                                                  96.65 3 3 . 5 0                         Su b t o t a l  ob j e c t  ‐   05   9, 0 0 0 . 0 0                                      1, 0 0 0 . 0 0                                  10 , 0 0 0 . 0 0                                      6, 2 1 4 . 4 1                            83 0 . 4 0                                                                      62.144 3 , 7 8 5 . 5 9                   10 0 ‐54 3 0 ‐10 ‐02                                                      Le g a l  Fe e s                                          17 , 0 0 0 . 0 0                                5, 0 0 0 . 0 0                                  22 , 0 0 0 . 0 0                                      15 , 0 1 4 . 7 5                        57 . 0 0                                                                          68.249 6 , 9 8 5 . 2 5                   10 0 ‐54 3 5 ‐10 ‐02                                                      Le g a l  No t i c e s / F i l i n g s                    5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          3, 4 3 9 . 3 9                            50 6 . 9 0                                                                      68.788 1 , 5 6 0 . 6 1                   10 0 ‐54 6 0 ‐10 ‐02                                                      El e c t i o n  Ex p e n s e                              5, 0 0 0 . 0 0                                      (3 , 7 8 0 . 0 0 )                                1, 2 2 0 . 0 0                                          15 0 . 5 2                                                                                                  12.338 1 , 0 6 9 . 4 8                   10 0 ‐54 8 0 ‐10 ‐02                                                      Co n t r a c t e d  Se r v i c e s                        69 , 1 1 3 . 0 0                                2, 0 0 0 . 0 0                                  71 , 1 1 3 . 0 0                                      30 , 7 7 5 . 5 0                                                        28 , 0 1 2 . 5 0                            43.277 1 2 , 3 2 5 . 0 0                 Su b t o t a l  ob j e c t  ‐   05   96 , 1 1 3 . 0 0                                3, 2 2 0 . 0 0                                  99 , 3 3 3 . 0 0                                      49 , 3 8 0 . 1 6                        56 3 . 9 0                                      28 , 0 1 2 . 5 0                            49.712 2 1 , 9 4 0 . 3 4                10 0 ‐55 2 0 ‐10 ‐02                                                      Te l e p h o n e s                                                                         50 0 . 0 0                                        50 0 . 0 0                                                18 3 . 9 8                                                                                                  36.796 3 1 6 . 0 2                      10 0 ‐55 2 6 ‐10 ‐02                                                      Da t a  Ne t w o r k                                      48 0 . 0 0                                                                            48 0 . 0 0                                                30 3 . 9 2                                  37 . 9 9                                                                          63.317 1 7 6 . 0 8                      10 0 ‐55 3 0 ‐10 ‐02                                                      Tr a v e l                                                  3, 9 5 0 . 0 0                                      (5 0 0 . 0 0 )                                      3, 4 5 0 . 0 0                                                                                                                                          0 3 , 4 5 0 . 0 0                   10 0 ‐55 3 3 ‐10 ‐02                                                      Mi l e a g e  Ex p e n s e                                1, 1 0 0 . 0 0                                                                      1, 1 0 0 . 0 0                                                                                                                                          0 1 , 1 0 0 . 0 0                   10 0 ‐55 3 6 ‐10 ‐02                                                      Tr a i n i n g / S e m i n a r s                            2, 2 2 0 . 0 0                                                                      2, 2 2 0 . 0 0                                          82 0 . 0 0                                  31 0 . 0 0                                                                      36.937 1 , 4 0 0 . 0 0                   10 0 ‐55 3 8 ‐10 ‐02                                                      Co u n c i l / P u b l i c  Of f i c i a l  Ex p e n s   21 , 0 0 0 . 0 0                                                                21 , 0 0 0 . 0 0                                      6, 6 0 9 . 4 6                            87 0 . 9 5                                                                      31.474 1 4 , 3 9 0 . 5 4                 Su b t o t a l  ob j e c t  ‐   05   28 , 7 5 0 . 0 0                                                                28 , 7 5 0 . 0 0                                      7, 9 1 7 . 3 6                            1, 2 1 8 . 9 4                                                                27.539 2 0 , 8 3 2 . 6 4                10 0 ‐56 0 0 ‐10 ‐02                                                      Sp e c i a l  Ev e n t s                                  4, 0 8 6 . 0 0                                                                      4, 0 8 6 . 0 0                                          2, 2 0 9 . 8 2                            37 . 1 6                                                                          54.083 1 , 8 7 6 . 1 8                    Su b t o t a l  ob j e c t  ‐   05   4, 0 8 6 . 0 0                                                                      4, 0 8 6 . 0 0                                          2, 2 0 9 . 8 2                            37 . 1 6                                                                          54.083 1 , 8 7 6 . 1 8                   Pr o g r a m  nu m b e r :        2    TO W N  SE C R E T A R Y                                  31 0 , 2 4 9 . 0 0                            (7 8 0 . 0 0 )                                      30 9 , 4 6 9 . 0 0                                  16 9 , 3 3 8 . 6 1                    14 , 3 2 0 . 6 3                          30 , 9 4 1 . 7 6                            54.719 1 0 9 , 1 8 8 . 6 3              10 0 ‐51 1 0 ‐10 ‐03                                                      Sa l a r i e s  & Wa g e s                              36 1 , 1 5 0 . 0 0                            (2 5 , 0 0 0 . 0 0 )                          33 6 , 1 5 0 . 0 0                                  23 5 , 3 7 9 . 4 5                    21 , 3 2 8 . 1 1                                                          70.022 1 0 0 , 7 7 0 . 5 5              10 0 ‐51 1 5 ‐10 ‐03                                                      Sa l a r i e s  ‐   Ov e r t i m e                        1, 8 0 8 . 0 0                                                                      1, 8 0 8 . 0 0                                          1, 2 0 0 . 2 4                            38 9 . 8 8                                                                      66.385 6 0 7 . 7 6                      10 0 ‐51 2 6 ‐10 ‐03                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            1, 4 0 5 . 0 0                                                                      1, 4 0 5 . 0 0                                          1, 4 0 4 . 9 2                                                                                            99.994 0 . 0 8                          10 0 ‐51 4 0 ‐10 ‐03                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              43 5 . 0 0                                                                            43 5 . 0 0                                                34 0 . 0 0                                                                                                  78.161 95.00                        10 0 ‐51 4 3 ‐10 ‐03                                                      Ce l l  Ph o n e  Al l o w a n c e                      1, 0 8 0 . 0 0                                                                      1, 0 8 0 . 0 0                                          30 0 . 0 0                                                                                                  27.778 7 8 0 . 0 0                      10 0 ‐51 4 5 ‐10 ‐03                                                      So c i a l  Se c u r i t y  Ex p e n s e                22 , 6 8 4 . 0 0                                                                22 , 6 8 4 . 0 0                                      14 , 4 6 3 . 0 0                        1, 3 0 7 . 4 0                                                                63.759 8 , 2 2 1 . 0 0                   10 0 ‐51 5 0 ‐10 ‐03                                                      Me d i c a r e  Ex p e n s e                              5, 3 0 5 . 0 0                                                                      5, 3 0 5 . 0 0                                          3, 3 8 2 . 4 7                            30 5 . 7 6                                                                      63.76 1 , 9 2 2 . 5 3                   10 0 ‐51 5 5 ‐10 ‐03                                                      SU T A  Ex p e n s e                                      45 . 0 0                                                                                45 . 0 0                                                      69 3 . 0 0                                                                                                  0 ( 6 4 8 . 0 0 )                     10 0 ‐51 6 0 ‐10 ‐03                                                      He a l t h / D e n t a l  In s u r a n c e                26 , 3 1 7 . 0 0                                                                26 , 3 1 7 . 0 0                                      14 , 1 8 0 . 6 1                        1, 2 6 2 . 9 6                                                                53.884 1 2 , 1 3 6 . 3 9                10 0 ‐51 6 5 ‐10 ‐03                                                      De n t a l  In s u r a n c e                              1, 7 6 4 . 0 0                                                                      1, 7 6 4 . 0 0                                          87 4 . 5 0                                  97 . 7 4                                                                          49.575 8 8 9 . 5 0                      10 0 ‐51 7 0 ‐10 ‐03                                                      Li f e  In s u r a n c e                                  63 5 . 0 0                                                                            63 5 . 0 0                                                35 9 . 2 0                                  31 . 5 2                                                                          56.567 2 7 5 . 8 0                      10 0 ‐51 7 5 ‐10 ‐03                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    76 2 . 0 0                                                                            76 2 . 0 0                                                64 9 . 5 3                                                                                                  85.24 1 1 2 . 4 7                      10 0 ‐51 8 0 ‐10 ‐03                                                      TM R S  Ex p e n s e                                      47 , 5 6 4 . 0 0                                                                47 , 5 6 4 . 0 0                                      29 , 0 5 3 . 5 1                        2, 6 9 1 . 3 5                                                                61.083 1 8 , 5 1 0 . 4 9                10 0 ‐51 8 5 ‐10 ‐03                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   69 5 . 0 0                                                                            69 5 . 0 0                                                37 7 . 2 4                                  28 6 . 1 9                                                                      54.279 3 1 7 . 7 6                      10 0 ‐51 8 6 ‐10 ‐03                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   3, 7 5 0 . 0 0                                                                      3, 7 5 0 . 0 0                                          32 2 . 4 6                                  39 . 1 6                                                                          8.599 3 , 4 2 7 . 5 4                   10 0 ‐51 9 0 ‐10 ‐03                                                      Co n t r a c t  La b o r                                  7, 0 0 0 . 0 0                                                                      7, 0 0 0 . 0 0                                          4, 5 0 0 . 0 0                            50 0 . 0 0                                                                      64.286 2 , 5 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   48 2 , 3 9 9 . 0 0                            (2 5 , 0 0 0 . 0 0 )                          45 7 , 3 9 9 . 0 0                                  30 7 , 4 8 0 . 1 3                    28 , 2 4 0 . 0 7                                                          67.224 1 4 9 , 9 1 8 . 8 7              10 0 ‐52 1 0 ‐10 ‐03                                                      Su p p l i e s                                              3, 5 0 0 . 0 0                                                                      3, 5 0 0 . 0 0                                          2, 9 9 7 . 0 3                            63 . 2 2                                                                          85.629 5 0 2 . 9 7                      10 0 ‐52 1 2 ‐10 ‐03                                                      Bu i l d i n g  Su p p l i e s                            2, 5 0 0 . 0 0                                                                      2, 5 0 0 . 0 0                                          1, 0 3 3 . 5 2                                                                                            41.341 1 , 4 6 6 . 4 8                   10 0 ‐52 3 0 ‐10 ‐03                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            5, 1 0 0 . 0 0                                                                      5, 1 0 0 . 0 0                                          2, 2 6 2 . 4 4                            11 0 . 9 4                                                                      44.362 2 , 8 3 7 . 5 6                   10 0 ‐52 4 0 ‐10 ‐03                                                      Po s t a g e  an d  De l i v e r y                      1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          1, 1 8 0 . 3 3                            14 4 . 3 3                                                                      78.689 3 1 9 . 6 7                      10 0 ‐52 8 0 ‐10 ‐03                                                      Pr i n t i n g  an d  Re p r o d u c t i o n                                                                                                           23 0 . 0 1                                                                                                  0 ( 2 3 0 . 0 1 )                      Su b t o t a l  ob j e c t  ‐   05   12 , 6 0 0 . 0 0                                                                12 , 6 0 0 . 0 0                                      7, 7 0 3 . 3 3                            31 8 . 4 9                                                                      61.138 4 , 8 9 6 . 6 7                   10 0 ‐53 1 0 ‐10 ‐03                                                      Re n t a l  Ex p e n s e                                  20 , 0 0 0 . 0 0                                                                20 , 0 0 0 . 0 0                                      14 , 3 7 0 . 9 0                        1, 7 0 3 . 6 0                                4, 7 0 2 . 8 0                                  71.855 9 2 6 . 3 0                      10 0 ‐53 3 0 ‐10 ‐03                                                      Co p i e r  Ex p e n s e                                  19 , 0 6 1 . 0 0                                (1 7 , 8 0 0 . 0 0 )                          1, 2 6 1 . 0 0                                          65 2 . 5 7                                  10 4 . 2 3                                                                      51.75 6 0 8 . 4 3                      10 0 ‐53 4 0 ‐10 ‐03                                                      Bu i l d i n g  Re p a i r s                              1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          15 6 . 8 6                                  15 6 . 8 6                                                                      10.457 1 , 3 4 3 . 1 4                    Su b t o t a l  ob j e c t  ‐   05   40 , 5 6 1 . 0 0                                (1 7 , 8 0 0 . 0 0 )                          22 , 7 6 1 . 0 0                                      15 , 1 8 0 . 3 3                        1, 9 6 4 . 6 9                                4, 7 0 2 . 8 0                                  66.694 2 , 8 7 7 . 8 7                   21 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐54 1 0 ‐10 ‐03                                                      Pr o f e s s i o n a l  Se r v i c e s                    3, 5 0 0 . 0 0                                                                      3, 5 0 0 . 0 0                                          6, 5 9 0 . 6 0                                                                                            188.303 ( 3 , 0 9 0 . 6 0 )                 10 0 ‐54 1 2 ‐10 ‐03                                                      Au d i t  Fe e s                                          38 , 2 0 0 . 0 0                                                                38 , 2 0 0 . 0 0                                      33 , 1 2 5 . 0 0                                                                                        86.715 5 , 0 7 5 . 0 0                   10 0 ‐54 1 4 ‐10 ‐03                                                      Ap p r a i s a l / T a x  Fe e s                          75 , 0 0 0 . 0 0                                                                75 , 0 0 0 . 0 0                                      65 , 1 1 6 . 6 9                        19 , 2 3 1 . 2 3                                                          86.822 9 , 8 8 3 . 3 1                   10 0 ‐54 1 8 ‐10 ‐03                                                      IT  Fe e s                                                58 , 5 0 0 . 0 0                                                                58 , 5 0 0 . 0 0                                      17 , 4 3 2 . 2 5                                                        3, 8 8 3 . 8 0                                  29.799 3 7 , 1 8 3 . 9 5                10 0 ‐54 1 9 ‐10 ‐03                                                      IT  Li c e n s e s                                        12 , 5 0 0 . 0 0                                                                12 , 5 0 0 . 0 0                                      12 , 5 0 0 . 0 0                                                                                        100                  10 0 ‐54 3 0 ‐10 ‐03                                                      Le g a l  Fe e s                                          9, 2 8 9 . 0 0                                                                      9, 2 8 9 . 0 0                                          6, 0 2 9 . 4 8                            91 4 . 4 8                                                                      64.91 3 , 2 5 9 . 5 2                   10 0 ‐54 8 0 ‐10 ‐03                                                      Co n t r a c t e d  Se r v i c e s                        1, 6 0 0 . 0 0                                                                      1, 6 0 0 . 0 0                                          1, 7 4 9 . 7 5                            12 9 . 0 0                                                                      109.359 ( 1 4 9 . 7 5 )                      Su b t o t a l  ob j e c t  ‐   05   19 8 , 5 8 9 . 0 0                                                           19 8 , 5 8 9 . 0 0                                  14 2 , 5 4 3 . 7 7                    20 , 2 7 4 . 7 1                          3, 8 8 3 . 8 0                                  71.778 5 2 , 1 6 1 . 4 3                10 0 ‐55 2 0 ‐10 ‐03                                                      Te l e p h o n e s                                          1, 6 0 0 . 0 0                                                                      1, 6 0 0 . 0 0                                          53 3 . 7 8                                  (3 3 . 4 9 )                                                                        33.361 1 , 0 6 6 . 2 2                   10 0 ‐55 2 5 ‐10 ‐03                                                      El e c t r i c i t y                                        8, 5 0 0 . 0 0                                                                      8, 5 0 0 . 0 0                                          3, 5 9 8 . 8 2                            61 8 . 7 2                                                                      42.339 4 , 9 0 1 . 1 8                   10 0 ‐55 2 6 ‐10 ‐03                                                      Da t a  Ne t w o r k                                      50 0 . 0 0                                                                            50 0 . 0 0                                                30 3 . 9 2                                  37 . 9 9                                                                          60.784 1 9 6 . 0 8                      10 0 ‐55 3 0 ‐10 ‐03                                                      Tr a v e l                                                  9, 5 0 0 . 0 0                                                                      9, 5 0 0 . 0 0                                          4, 1 9 9 . 0 4                            43 4 . 7 0                                                                      44.2 5 , 3 0 0 . 9 6                   10 0 ‐55 3 3 ‐10 ‐03                                                      Mi l e a g e  Ex p e n s e                                                                                                                               34 9 . 4 1                                  62 . 1 8                                                                          0 ( 3 4 9 . 4 1 )                     10 0 ‐55 3 6 ‐10 ‐03                                                      Tr a i n i n g / S e m i n a r s                            6, 0 0 0 . 0 0                                                                      6, 0 0 0 . 0 0                                          3, 7 4 4 . 5 0                            57 4 . 5 0                                                                      62.408 2 , 2 5 5 . 5 0                    Su b t o t a l  ob j e c t  ‐   05   26 , 1 0 0 . 0 0                                                                26 , 1 0 0 . 0 0                                      12 , 7 2 9 . 4 7                        1, 6 9 4 . 6 0                                                                48.772 1 3 , 3 7 0 . 5 3                Pr o g r a m  nu m b e r :        3    FI N A N C E                                                76 0 , 2 4 9 . 0 0                            (4 2 , 8 0 0 . 0 0 )                          71 7 , 4 4 9 . 0 0                                  48 5 , 6 3 7 . 0 3                    52 , 4 9 2 . 5 6                          8, 5 8 6 . 6 0                                  67.689 2 2 3 , 2 2 5 . 3 7              10 0 ‐51 1 0 ‐10 ‐04                                                      Sa l a r i e s  & Wa g e s                              12 7 , 7 5 0 . 0 0                                                           12 7 , 7 5 0 . 0 0                                  85 , 8 9 7 . 5 4                        10 , 4 1 1 . 8 8                                                          67.239 4 1 , 8 5 2 . 4 6                10 0 ‐51 1 5 ‐10 ‐04                                                      Sa l a r i e s  ‐   Ov e r t i m e                        5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                                                                                                                          0 5 , 0 0 0 . 0 0                   10 0 ‐51 2 6 ‐10 ‐04                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            1, 9 4 0 . 0 0                                                                      1, 9 4 0 . 0 0                                          1, 9 7 9 . 3 6                            1, 9 7 9 . 3 6                                                                102.029 ( 3 9 . 3 6 )                       10 0 ‐51 4 0 ‐10 ‐04                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              14 0 . 0 0                                                                            14 0 . 0 0                                                14 0 . 0 0                                                                                                  100                  10 0 ‐51 4 5 ‐10 ‐04                                                      So c i a l  Se c u r i t y  Ex p e n s e                8, 0 5 0 . 0 0                                                                      8, 0 5 0 . 0 0                                          5, 0 1 7 . 8 5                            71 5 . 8 7                                                                      62.334 3 , 0 3 2 . 1 5                   10 0 ‐51 5 0 ‐10 ‐04                                                      Me d i c a r e  Ex p e n s e                              1, 8 8 3 . 0 0                                                                      1, 8 8 3 . 0 0                                          1, 1 7 3 . 5 3                            16 7 . 4 2                                                                      62.322 7 0 9 . 4 7                      10 0 ‐51 5 5 ‐10 ‐04                                                      SU T A  Ex p e n s e                                      18 . 0 0                                                                                18 . 0 0                                                      33 7 . 4 0                                                                                                  0 ( 3 1 9 . 4 0 )                     10 0 ‐51 6 0 ‐10 ‐04                                                      He a l t h / D e n t a l  In s u r a n c e                15 , 9 6 4 . 0 0                                                                15 , 9 6 4 . 0 0                                      8, 4 5 6 . 5 2                            1, 1 9 0 . 0 2                                                                52.972 7 , 5 0 7 . 4 8                   10 0 ‐51 6 5 ‐10 ‐04                                                      De n t a l  In s u r a n c e                              61 8 . 0 0                                                                            61 8 . 0 0                                                43 2 . 0 6                                  72 . 1 8                                                                          69.913 1 8 5 . 9 4                      10 0 ‐51 7 0 ‐10 ‐04                                                      Li f e  In s u r a n c e                                  25 4 . 0 0                                                                            25 4 . 0 0                                                16 4 . 0 5                                  18 . 5 0                                                                          64.587 89.95                        10 0 ‐51 7 5 ‐10 ‐04                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    27 3 . 0 0                                                                            27 3 . 0 0                                                23 2 . 5 8                                                                                                  85.194 40.42                        10 0 ‐51 8 0 ‐10 ‐04                                                      TM R S  Ex p e n s e                                      16 , 9 7 1 . 0 0                                                                16 , 9 7 1 . 0 0                                      10 , 8 2 2 . 5 1                        1, 5 3 8 . 9 9                                                                63.771 6 , 1 4 8 . 4 9                   10 0 ‐51 8 5 ‐10 ‐04                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   24 6 . 0 0                                                                            24 6 . 0 0                                                13 8 . 5 6                                  99 . 0 0                                                                          56.325 1 0 7 . 4 4                      10 0 ‐51 8 6 ‐10 ‐04                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   2, 5 0 0 . 0 0                                                                      2, 5 0 0 . 0 0                                          42 5 . 0 0                                  50 . 0 0                                                                          17 2 , 0 7 5 . 0 0                   10 0 ‐51 9 1 ‐10 ‐04                                                      Hi r i n g  Co s t                                        23 , 2 0 0 . 0 0                                                                23 , 2 0 0 . 0 0                                      9, 9 4 6 . 6 5                            48 . 0 0                                                                          42.873 1 3 , 2 5 3 . 3 5                 Su b t o t a l  ob j e c t  ‐   05   20 4 , 8 0 7 . 0 0                                                           20 4 , 8 0 7 . 0 0                                  12 5 , 1 6 3 . 6 1                    16 , 2 9 1 . 2 2                                                          61.113 7 9 , 6 4 3 . 3 9                10 0 ‐52 1 0 ‐10 ‐04                                                      Su p p l i e s                                              1, 7 1 0 . 0 0                                                                      1, 7 1 0 . 0 0                                          1, 1 5 2 . 5 3                                                                                            67.399 5 5 7 . 4 7                      10 0 ‐52 2 0 ‐10 ‐04                                                      Of f i c e  Eq u i p m e n t                              9, 4 6 3 . 0 0                                                                      9, 4 6 3 . 0 0                                          3, 1 3 2 . 5 0                                                                                            33.103 6 , 3 3 0 . 5 0                   10 0 ‐52 3 0 ‐10 ‐04                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            5, 5 3 0 . 0 0                                                                      5, 5 3 0 . 0 0                                          4, 1 8 2 . 0 0                            19 0 . 0 0                                                                      75.624 1 , 3 4 8 . 0 0                   10 0 ‐52 4 0 ‐10 ‐04                                                      Po s t a g e  an d  De l i v e r y                      38 2 . 0 0                                                                            38 2 . 0 0                                                12 3 . 6 2                                                                                                  32.361 2 5 8 . 3 8                      10 0 ‐52 5 0 ‐10 ‐04                                                      Pu b l i c a t i o n s                                      35 0 . 0 0                                                                            35 0 . 0 0                                                35 9 . 4 0                                                                                                  102.686 (9.40)                        10 0 ‐52 8 0 ‐10 ‐04                                                      Pr i n t i n g  an d  Re p r o d u c t i o n                                                                                                           14 1 . 0 0                                                                                                  0 ( 1 4 1 . 0 0 )                      Su b t o t a l  ob j e c t  ‐   05   17 , 4 3 5 . 0 0                                                                17 , 4 3 5 . 0 0                                      9, 0 9 1 . 0 5                            19 0 . 0 0                                                                      52.143 8 , 3 4 3 . 9 5                   10 0 ‐53 3 0 ‐10 ‐04                                                      Co p i e r  Ex p e n s e                                  1, 1 6 0 . 0 0                                                                      1, 1 6 0 . 0 0                                          83 6 . 2 5                                  11 4 . 5 1                                                                      72.091 3 2 3 . 7 5                       Su b t o t a l  ob j e c t  ‐   05   1, 1 6 0 . 0 0                                                                      1, 1 6 0 . 0 0                                          83 6 . 2 5                                  11 4 . 5 1                                                                      72.091 3 2 3 . 7 5                      10 0 ‐54 1 0 ‐10 ‐04                                                      Pr o f e s s i o n a l  Se r v i c e s                    21 , 0 0 0 . 0 0                                25 , 0 0 0 . 0 0                              46 , 0 0 0 . 0 0                                      9, 9 5 3 . 9 0                            38 0 . 0 0                                      32 , 1 6 6 . 6 7                            21.639 3 , 8 7 9 . 4 3                   10 0 ‐54 1 9 ‐10 ‐04                                                      IT  Li c e n s e s                                        3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          3, 2 8 5 . 0 0                                                                                            109.5 ( 2 8 5 . 0 0 )                     10 0 ‐54 3 0 ‐10 ‐04                                                      Le g a l  Fe e s                                          20 , 0 0 0 . 0 0                                                                20 , 0 0 0 . 0 0                                      2, 8 3 1 . 0 0                            70 3 . 0 0                                                                      14.155 1 7 , 1 6 9 . 0 0                10 0 ‐54 8 0 ‐10 ‐04                                                      Co n t r a c t e d  Se r v i c e s                                                                                                                                                      30 1 . 0 0                                                                      0                   Su b t o t a l  ob j e c t  ‐   05   44 , 0 0 0 . 0 0                                25 , 0 0 0 . 0 0                              69 , 0 0 0 . 0 0                                      16 , 0 6 9 . 9 0                        1, 3 8 4 . 0 0                                32 , 1 6 6 . 6 7                            23.29 2 0 , 7 6 3 . 4 3                10 0 ‐55 2 0 ‐10 ‐04                                                      Te l e p h o n e s                                          1, 2 7 2 . 0 0                                                                      1, 2 7 2 . 0 0                                          41 1 . 6 4                                  51 . 5 0                                                                          32.362 8 6 0 . 3 6                      10 0 ‐55 3 0 ‐10 ‐04                                                      Tr a v e l                                                  3, 6 0 0 . 0 0                                                                      3, 6 0 0 . 0 0                                          1, 2 1 2 . 0 2                                                                                            33.667 2 , 3 8 7 . 9 8                   10 0 ‐55 3 6 ‐10 ‐04                                                      Tr a i n i n g / S e m i n a r s                            3, 5 0 0 . 0 0                                                                      3, 5 0 0 . 0 0                                          70 . 0 0                                        (3 0 0 . 0 0 )                                                                    2 3 , 4 3 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   8, 3 7 2 . 0 0                                                                      8, 3 7 2 . 0 0                                          1, 6 9 3 . 6 6                            (2 4 8 . 5 0 )                                                                    20.23 6 , 6 7 8 . 3 4                   10 0 ‐56 0 0 ‐10 ‐04                                                      Sp e c i a l  Ev e n t s                                  10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                      8, 0 4 3 . 6 0                                                                                            80.436 1 , 9 5 6 . 4 0                    Su b t o t a l  ob j e c t  ‐   05   10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                      8, 0 4 3 . 6 0                                                                                            80.436 1 , 9 5 6 . 4 0                   22 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            Pr o g r a m  nu m b e r :        4    HU M A N  RE S O U R C E S                                28 5 , 7 7 4 . 0 0                            25 , 0 0 0 . 0 0                              31 0 , 7 7 4 . 0 0                                  16 0 , 8 9 8 . 0 7                    17 , 7 3 1 . 2 3                          32 , 1 6 6 . 6 7                            51.773 1 1 7 , 7 0 9 . 2 6              10 0 ‐51 1 0 ‐10 ‐05                                                      Sa l a r i e s  & Wa g e s                              15 6 , 4 2 4 . 0 0                                                           15 6 , 4 2 4 . 0 0                                  50 , 7 7 0 . 9 6                        13 , 0 7 7 . 5 4                                                          32.457 1 0 5 , 6 5 3 . 0 4              10 0 ‐51 4 3 ‐10 ‐05                                                      Ce l l  Ph o n e  Al l o w a n c e                      2, 8 0 0 . 0 0                                                                      2, 8 0 0 . 0 0                                          69 0 . 0 0                                  23 0 . 0 0                                                                      24.643 2 , 1 1 0 . 0 0                   10 0 ‐51 4 5 ‐10 ‐05                                                      So c i a l  Se c u r i t y  Ex p e n s e                10 , 3 0 8 . 0 0                                                                10 , 3 0 8 . 0 0                                      2, 8 5 8 . 7 0                            73 8 . 4 8                                                                      27.733 7 , 4 4 9 . 3 0                   10 0 ‐51 5 0 ‐10 ‐05                                                      Me d i c a r e  Ex p e n s e                              2, 4 1 1 . 0 0                                                                      2, 4 1 1 . 0 0                                          66 8 . 5 7                                  17 2 . 7 1                                                                      27.73 1 , 7 4 2 . 4 3                   10 0 ‐51 5 5 ‐10 ‐05                                                      SU T A  Ex p e n s e                                      16 . 0 0                                                                                16 . 0 0                                                      34 2 . 0 0                                  15 . 3 1                                                                          0 ( 3 2 6 . 0 0 )                     10 0 ‐51 6 0 ‐10 ‐05                                                      He a l t h / D e n t a l  In s u r a n c e                7, 7 4 7 . 0 0                                                                      7, 7 4 7 . 0 0                                          5, 9 3 8 . 0 8                            1, 3 8 5 . 2 8                                                                76.65 1 , 8 0 8 . 9 2                   10 0 ‐51 6 5 ‐10 ‐05                                                      De n t a l  In s u r a n c e                              53 7 . 0 0                                                                            53 7 . 0 0                                                22 7 . 7 6                                  74 . 1 6                                                                          42.413 3 0 9 . 2 4                      10 0 ‐51 7 0 ‐10 ‐05                                                      Li f e  In s u r a n c e                                  17 . 0 0                                                                                17 . 0 0                                                      71 . 9 4                                        20 . 9 4                                                                          423.176 ( 5 4 . 9 4 )                       10 0 ‐51 7 5 ‐10 ‐05                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    87 5 . 0 0                                                                            87 5 . 0 0                                                74 7 . 2 4                                                                                                  85.399 1 2 7 . 7 6                      10 0 ‐51 8 0 ‐10 ‐05                                                      TM R S  Ex p e n s e                                      22 , 2 4 4 . 0 0                                                                22 , 2 4 4 . 0 0                                      6, 3 6 5 . 7 2                            1, 6 4 6 . 1 5                                                                28.618 1 5 , 8 7 8 . 2 8                10 0 ‐51 8 5 ‐10 ‐05                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   31 6 . 0 0                                                                            31 6 . 0 0                                                84 . 0 7                                        40 . 9 4                                                                          26.604 2 3 1 . 9 3                      10 0 ‐51 9 1 ‐10 ‐05                                                      Hi r i n g  Co s t                                        20 0 . 0 0                                                                            20 0 . 0 0                                                                                                                                                0 2 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   20 3 , 8 9 5 . 0 0                                                           20 3 , 8 9 5 . 0 0                                  68 , 7 6 5 . 0 4                        17 , 4 0 1 . 5 1                                                          33.726 1 3 5 , 1 2 9 . 9 6              10 0 ‐52 1 0 ‐10 ‐05                                                      Su p p l i e s                                              1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          18 6 . 0 4                                                                                                  18.604 8 1 3 . 9 6                      10 0 ‐52 1 2 ‐10 ‐05                                                      Bu i l d i n g  Su p p l i e s                            50 0 . 0 0                                                                            50 0 . 0 0                                                18 2 . 0 0                                  14 4 . 4 3                                                                      36.4 3 1 8 . 0 0                      10 0 ‐52 2 0 ‐10 ‐05                                                      Of f i c e  Eq u i p m e n t                              19 , 6 0 0 . 0 0                                                                19 , 6 0 0 . 0 0                                      8, 7 1 7 . 2 3                            1, 5 6 3 . 0 2                                                                44.476 1 0 , 8 8 2 . 7 7                10 0 ‐52 2 5 ‐10 ‐05                                                      Co m p u t e r  Ha r d w a r e                                                                                                                           17 , 6 9 4 . 2 6                        80 6 . 4 3                                                                      0 ( 1 7 , 6 9 4 . 2 6 )               10 0 ‐52 3 0 ‐10 ‐05                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            50 0 . 0 0                                                                            50 0 . 0 0                                                15 0 . 0 0                                                                                                  30 3 5 0 . 0 0                      10 0 ‐52 4 0 ‐10 ‐05                                                      Po s t a g e  an d  De l i v e r y                      30 0 . 0 0                                                                            30 0 . 0 0                                                10 . 2 7                                        10 . 2 7                                                                          3.423 2 8 9 . 7 3                      10 0 ‐52 8 0 ‐10 ‐05                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            20 0 . 0 0                                                                            20 0 . 0 0                                                73 . 4 0                                                                                                        36.7 1 2 6 . 6 0                       Su b t o t a l  ob j e c t  ‐   05   22 , 1 0 0 . 0 0                                                                22 , 1 0 0 . 0 0                                      27 , 0 1 3 . 2 0                        2, 5 2 4 . 1 5                                                                122.232 ( 4 , 9 1 3 . 2 0 )                 10 0 ‐53 3 0 ‐10 ‐05                                                      Co p i e r  Ex p e n s e                                                                 26 , 1 1 8 . 0 0                              26 , 1 1 8 . 0 0                                      19 , 7 6 7 . 7 7                        2, 1 9 9 . 8 6                                6, 5 8 7 . 4 3                                  75.686 ( 2 3 7 . 2 0 )                     10 0 ‐53 5 0 ‐10 ‐05                                                      Ve h i c l e  Ex p e n s e                                50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐53 5 2 ‐10 ‐05                                                      Fu e l                                                      1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   1, 5 0 0 . 0 0                                      26 , 1 1 8 . 0 0                              27 , 6 1 8 . 0 0                                      19 , 7 6 7 . 7 7                        2, 1 9 9 . 8 6                                6, 5 8 7 . 4 3                                  71.576 1 , 2 6 2 . 8 0                   10 0 ‐54 0 0 ‐10 ‐05                                                      Un i f o r m  Ex p e n s e                                80 0 . 0 0                                                                            80 0 . 0 0                                                                                                                                                0 8 0 0 . 0 0                      10 0 ‐54 1 0 ‐10 ‐05                                                      Pr o f e s s i o n a l  Se r v i c e s                    5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                                                                                                                          0 5 , 0 0 0 . 0 0                   10 0 ‐54 1 8 ‐10 ‐05                                                      IT  Fe e s                                                13 0 , 0 0 0 . 0 0                            12 , 7 1 5 . 0 0                              14 2 , 7 1 5 . 0 0                                  12 6 , 6 4 8 . 4 9                    3, 9 6 6 . 0 0                                12 , 3 2 6 . 5 0                            88.742 3 , 7 4 0 . 0 1                   10 0 ‐54 1 9 ‐10 ‐05                                                      IT  Li c e n s e s                                        7, 0 0 0 . 0 0                                                                      7, 0 0 0 . 0 0                                          13 , 6 1 4 . 6 0                                                        4, 7 4 8 . 8 0                                  194.49 4 (11,363.40)              10 0 ‐54 3 0 ‐10 ‐05                                                      Le g a l  Fe e s                                          1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          22 8 . 0 0                                  11 4 . 0 0                                                                      22.8 7 7 2 . 0 0                      10 0 ‐54 8 0 ‐10 ‐05                                                      Co n t r a c t e d  Se r v i c e s                        5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          33 0 . 0 0                                                                                                  6.6 4 , 6 7 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   14 8 , 8 0 0 . 0 0                            12 , 7 1 5 . 0 0                              16 1 , 5 1 5 . 0 0                                  14 0 , 8 2 1 . 0 9                    4, 0 8 0 . 0 0                                17 , 0 7 5 . 3 0                            87.188 3 , 6 1 8 . 6 1                   10 0 ‐55 2 0 ‐10 ‐05                                                      Te l e p h o n e s                                                                          27 , 8 7 5 . 0 0                              27 , 8 7 5 . 0 0                                      25 , 2 7 6 . 9 3                        1, 2 5 8 . 9 1                                                                90.68 2 , 5 9 8 . 0 7                   10 0 ‐55 2 6 ‐10 ‐05                                                      Da t a  Ne t w o r k                                      1, 0 0 0 . 0 0                                      41 , 2 4 7 . 0 0                              42 , 2 4 7 . 0 0                                      27 , 0 2 3 . 0 1                        3, 0 6 6 . 8 9                                                                63.964 1 5 , 2 2 3 . 9 9                10 0 ‐55 3 0 ‐10 ‐05                                                      Tr a v e l                                                  5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          28 6 . 9 7                                  28 6 . 9 7                                                                      5.739 4 , 7 1 3 . 0 3                   10 0 ‐55 3 3 ‐10 ‐05                                                      MI L E A G E  EX P E N S E                                                                                                                               30 . 5 6                                                                                                        0 (30.56)                      10 0 ‐55 3 6 ‐10 ‐05                                                      Tr a i n i n g / S e m i n a r s                            2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          42 5 . 0 0                                  42 5 . 0 0                                                                      21.25 1 , 5 7 5 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   8, 0 0 0 . 0 0                                      69 , 1 2 2 . 0 0                              77 , 1 2 2 . 0 0                                      53 , 0 4 2 . 4 7                        5, 0 3 7 . 7 7                                                                68.777 2 4 , 0 7 9 . 5 3                10 0 ‐56 2 0 ‐10 ‐05                                                      To o l s  & Eq u i p m e n t                            1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          39 8 . 9 4                                  39 8 . 9 4                                                                      39.894 6 0 1 . 0 6                      10 0 ‐56 3 0 ‐10 ‐05                                                      Sa f e t y  Eq u i p m e n t                              50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          39 8 . 9 4                                  39 8 . 9 4                                                                      26.596 1 , 1 0 1 . 0 6                   Pr o g r a m  nu m b e r :        5    IN F O R M A T I O N  TE C H N O L O G Y                  38 5 , 7 9 5 . 0 0                            10 7 , 9 5 5 . 0 0                        49 3 , 7 5 0 . 0 0                                  30 9 , 8 0 8 . 5 1                    31 , 6 4 2 . 2 3                          23 , 6 6 2 . 7 3                            62.746 1 6 0 , 2 7 8 . 7 6              10 0 ‐51 1 0 ‐10 ‐07                                                      Sa l a r i e s  & Wa g e s                              11 5 , 3 5 6 . 0 0                                                           11 5 , 3 5 6 . 0 0                                  80 , 5 5 4 . 1 8                        9, 0 9 9 . 9 6                                                                69.831 3 4 , 8 0 1 . 8 2                10 0 ‐51 1 5 ‐10 ‐07                                                      Sa l a r i e s  ‐   Ov e r t i m e                        25 1 . 0 0                                                                            25 1 . 0 0                                                                                                                                                0 2 5 1 . 0 0                      10 0 ‐51 2 6 ‐10 ‐07                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            1, 5 4 1 . 0 0                                                                      1, 5 4 1 . 0 0                                          1, 5 4 0 . 6 8                                                                                            99.979 0 . 3 2                          10 0 ‐51 2 8 ‐10 ‐07                                                      La n g u a g e  Pa y                                      90 0 . 0 0                                                                            90 0 . 0 0                                                1, 0 0 0 . 0 0                            15 0 . 0 0                                                                      111.111 ( 1 0 0 . 0 0 )                     10 0 ‐51 4 0 ‐10 ‐07                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              19 0 . 0 0                                                                            19 0 . 0 0                                                13 0 . 0 0                                                                                                  68.421 6 0 . 0 0                        10 0 ‐51 4 5 ‐10 ‐07                                                      So c i a l  Se c u r i t y  Ex p e n s e                7, 2 7 5 . 0 0                                                                      7, 2 7 5 . 0 0                                          4, 6 8 9 . 1 4                            50 4 . 8 8                                                                      64.456 2 , 5 8 5 . 8 6                   10 0 ‐51 5 0 ‐10 ‐07                                                      Me d i c a r e  Ex p e n s e                              1, 7 0 1 . 0 0                                                                      1, 7 0 1 . 0 0                                          1, 0 9 6 . 6 6                            11 8 . 0 8                                                                      64.471 6 0 4 . 3 4                      10 0 ‐51 5 5 ‐10 ‐07                                                      SU T A  Ex p e n s e                                      18 . 0 0                                                                                18 . 0 0                                                      42 6 . 2 0                                  52 . 3 7                                                                          0 ( 4 0 8 . 2 0 )                     10 0 ‐51 6 0 ‐10 ‐07                                                      He a l t h / D e n t a l  In s u r a n c e                7, 6 5 6 . 0 0                                                                      7, 6 5 6 . 0 0                                          12 , 9 9 7 . 5 4                        2, 4 5 4 . 5 4                                                                169.769 ( 5 , 3 4 1 . 5 4 )                 23 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐51 6 5 ‐10 ‐07                                                      De n t a l  In s u r a n c e                              35 3 . 0 0                                                                            35 3 . 0 0                                                46 9 . 9 0                                  69 . 9 2                                                                          133.116 ( 1 1 6 . 9 0 )                     10 0 ‐51 7 0 ‐10 ‐07                                                      Li f e  In s u r a n c e                                  95 . 0 0                                                                                95 . 0 0                                                      12 6 . 0 8                                  15 . 7 6                                                                          132.716 (31.08)                      10 0 ‐51 7 5 ‐10 ‐07                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    24 3 . 0 0                                                                            24 3 . 0 0                                                20 6 . 4 2                                                                                                  84.947 36.58                        10 0 ‐51 8 0 ‐10 ‐07                                                      TM R S  Ex p e n s e                                      15 , 2 5 4 . 0 0                                                                15 , 2 5 4 . 0 0                                      9, 8 9 1 . 3 6                            1, 1 0 1 . 8 7                                                                64.844 5 , 3 6 2 . 6 4                   10 0 ‐51 8 5 ‐10 ‐07                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   22 3 . 0 0                                                                            22 3 . 0 0                                                12 8 . 1 7                                  10 0 . 4 0                                                                      57.475 94.83                        10 0 ‐51 8 6 ‐10 ‐07                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          12 5 . 0 0                                                                                                  8.333 1 , 3 7 5 . 0 0                   10 0 ‐51 9 0 ‐10 ‐07                                                      Co n t r a c t  La b o r                                  6, 8 0 0 . 0 0                                      (2 , 0 0 0 . 0 0 )                                4, 8 0 0 . 0 0                                          3, 5 4 5 . 0 0                            40 0 . 0 0                                                                      73.854 1 , 2 5 5 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   15 9 , 3 5 6 . 0 0                            (2 , 0 0 0 . 0 0 )                                15 7 , 3 5 6 . 0 0                                  11 6 , 9 2 6 . 3 3                    14 , 0 6 7 . 7 8                                                          74.307 4 0 , 4 2 9 . 6 7                10 0 ‐52 1 0 ‐10 ‐07                                                      Su p p l i e s                                              1, 7 0 0 . 0 0                                                                      1, 7 0 0 . 0 0                                          1, 4 8 8 . 7 5                            10 0 . 0 0                                                                      87.574 2 1 1 . 2 5                      10 0 ‐52 1 2 ‐10 ‐07                                                      Bu i l d i n g  Su p p l i e s                            2, 0 0 0 . 0 0                                      2, 0 0 0 . 0 0                                  4, 0 0 0 . 0 0                                          1, 7 1 2 . 5 2                                                                                            42.813 2 , 2 8 7 . 4 8                   10 0 ‐52 2 0 ‐10 ‐07                                                      Of f i c e  Eq u i p m e n t                              8, 2 0 0 . 0 0                                                                      8, 2 0 0 . 0 0                                                                                                                                          0 8 , 2 0 0 . 0 0                   10 0 ‐52 3 0 ‐10 ‐07                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            25 0 . 0 0                                                                            25 0 . 0 0                                                16 5 . 9 4                                                                                                  66.376 84.06                        10 0 ‐52 4 0 ‐10 ‐07                                                      Po s t a g e  an d  De l i v e r y                      1, 4 0 0 . 0 0                                                                      1, 4 0 0 . 0 0                                          61 4 . 5 5                                  15 0 . 0 0                                                                      43.896 7 8 5 . 4 5                      10 0 ‐52 5 0 ‐10 ‐07                                                      Pu b l i c a t i o n s                                      10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                      10 0 ‐52 8 0 ‐10 ‐07                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            70 0 . 0 0                                                                            70 0 . 0 0                                                62 0 . 2 6                                                                                                  88.609 79.74                         Su b t o t a l  ob j e c t  ‐   05   14 , 3 5 0 . 0 0                                2, 0 0 0 . 0 0                                  16 , 3 5 0 . 0 0                                      4, 6 0 2 . 0 2                            25 0 . 0 0                                                                      28.147 1 1 , 7 4 7 . 9 8                10 0 ‐53 1 0 ‐10 ‐07                                                      Re n t a l  Ex p e n s e                                  32 , 8 1 6 . 0 0                                                                32 , 8 1 6 . 0 0                                      28 , 6 0 7 . 5 0                        2, 9 7 2 . 5 0                                                                87.175 4 , 2 0 8 . 5 0                   10 0 ‐53 2 0 ‐10 ‐07                                                      Re p a i r s  & Ma i n t e n a n c e                    1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          10 0 . 9 6                                                                                                  10.096 8 9 9 . 0 4                      10 0 ‐53 3 0 ‐10 ‐07                                                      Co p i e r  Ex p e n s e                                                                                                                                 1, 2 6 3 . 3 9                            11 4 . 9 4                                                                      0 ( 1 , 2 6 3 . 3 9 )                  Su b t o t a l  ob j e c t  ‐   05   33 , 8 1 6 . 0 0                                                                33 , 8 1 6 . 0 0                                      29 , 9 7 1 . 8 5                        3, 0 8 7 . 4 4                                                                88.632 3 , 8 4 4 . 1 5                   10 0 ‐54 1 8 ‐10 ‐07                                                      IT  Fe e s                                                5, 7 0 0 . 0 0                                                                      5, 7 0 0 . 0 0                                          4, 7 4 3 . 0 0                                                                                            83.211 9 5 7 . 0 0                      10 0 ‐54 2 0 ‐10 ‐07                                                      Mu n i c i p a l  Co u r t / J u d g e  Fe e s          24 , 0 0 0 . 0 0                                                                24 , 0 0 0 . 0 0                                      14 , 0 3 6 . 0 0                        2, 8 0 0 . 0 0                                                                58.483 9 , 9 6 4 . 0 0                   10 0 ‐54 2 5 ‐10 ‐07                                                      St a t e  Fi n e s  Ex p e n s e                                                                                                                       1, 1 8 6 . 4 3                            34 8 . 9 5                                                                      0 ( 1 , 1 8 6 . 4 3 )                 10 0 ‐54 3 0 ‐10 ‐07                                                      Le g a l  Fe e s                                          31 , 2 0 0 . 0 0                                                                31 , 2 0 0 . 0 0                                      20 , 6 3 1 . 7 6                        1, 9 5 0 . 0 0                                                                66.127 1 0 , 5 6 8 . 2 4                10 0 ‐54 8 0 ‐10 ‐07                                                      Co n t r a c t e d  Se r v i c e s                        1, 2 6 0 . 0 0                                                                      1, 2 6 0 . 0 0                                          24 0 . 0 0                                  24 0 . 0 0                                                                      19.048 1 , 0 2 0 . 0 0                   10 0 ‐54 8 1 ‐10 ‐07                                                      Ca s h  Ov e r / S h o r t                                                                                                                               19 . 0 0                                                                                                        0 (19.00)                       Su b t o t a l  ob j e c t  ‐   05   62 , 1 6 0 . 0 0                                                                62 , 1 6 0 . 0 0                                      40 , 8 5 6 . 1 9                        5, 3 3 8 . 9 5                                                                65.727 2 1 , 3 0 3 . 8 1                10 0 ‐55 2 0 ‐10 ‐07                                                      Te l e p h o n e s                                          2, 1 8 4 . 0 0                                      (1 , 7 9 5 . 0 0 )                                38 9 . 0 0                                                32 9 . 3 5                                                                                                  84.666 5 9 . 6 5                        10 0 ‐55 2 4 ‐10 ‐07                                                      Ga s                                                        90 0 . 0 0                                                                            90 0 . 0 0                                                44 5 . 1 3                                                                                                  49.459 4 5 4 . 8 7                      10 0 ‐55 2 5 ‐10 ‐07                                                      El e c t r i c i t y                                        2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          64 4 . 1 6                                  79 . 2 9                                                                          32.208 1 , 3 5 5 . 8 4                   10 0 ‐55 3 0 ‐10 ‐07                                                      Tr a v e l                                                  70 0 . 0 0                                                                            70 0 . 0 0                                                                                                                                                0 7 0 0 . 0 0                      10 0 ‐55 3 3 ‐10 ‐07                                                      Mi l e a g e  Ex p e n s e                                70 0 . 0 0                                                                            70 0 . 0 0                                                                                                                                                0 7 0 0 . 0 0                      10 0 ‐55 3 6 ‐10 ‐07                                                      Tr a i n i n g / S e m i n a r s                            70 0 . 0 0                                                                            70 0 . 0 0                                                10 0 . 0 0                                  10 0 . 0 0                                                                      14.286 6 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   7, 1 8 4 . 0 0                                      (1 , 7 9 5 . 0 0 )                                5, 3 8 9 . 0 0                                          1, 5 1 8 . 6 4                            17 9 . 2 9                                                                      28.18 3 , 8 7 0 . 3 6                   Pr o g r a m  nu m b e r :        7    MU N I C I P A L  CO U R T                                27 6 , 8 6 6 . 0 0                            (1 , 7 9 5 . 0 0 )                                27 5 , 0 7 1 . 0 0                                  19 3 , 8 7 5 . 0 3                    22 , 9 2 3 . 4 6                                                          70.482 8 1 , 1 9 5 . 9 7                10 0 ‐51 7 6 ‐10 ‐99                                                      TM L  Pr o p .  & Li a b .  In s u r a n c e        11 0 , 0 0 0 . 0 0                                                           11 0 , 0 0 0 . 0 0                                  77 , 7 6 1 . 1 9                        18 0 . 3 2                                                                      70.692 3 2 , 2 3 8 . 8 1                 Su b t o t a l  ob j e c t  ‐   05   11 0 , 0 0 0 . 0 0                                                           11 0 , 0 0 0 . 0 0                                  77 , 7 6 1 . 1 9                        18 0 . 3 2                                                                      70.692 3 2 , 2 3 8 . 8 1                10 0 ‐53 0 5 ‐10 ‐99                                                      Ch a p t  38 0  Pr o g r a m  Gr a n t  Ex p        11 9 , 9 9 6 . 0 0                                                           11 9 , 9 9 6 . 0 0                                  61 , 6 6 0 . 4 5                        2, 6 4 1 . 4 3                                                                51.385 5 8 , 3 3 5 . 5 5                 Su b t o t a l  ob j e c t  ‐   05   11 9 , 9 9 6 . 0 0                                                           11 9 , 9 9 6 . 0 0                                  61 , 6 6 0 . 4 5                        2, 6 4 1 . 4 3                                                                51.385 5 8 , 3 3 5 . 5 5                10 0 ‐54 1 0 ‐10 ‐99                                                      Pr o f e s s i o n a l  Se r v i c e s                                                                                                                   8, 5 2 7 . 9 5                                                                                            0 ( 8 , 5 2 7 . 9 5 )                 10 0 ‐54 1 8 ‐10 ‐99                                                      IT  Fe e s                                                29 , 5 9 0 . 0 0                                (8 , 9 1 0 . 0 0 )                                20 , 6 8 0 . 0 0                                                                                                                                      0 2 0 , 6 8 0 . 0 0                10 0 ‐54 8 0 ‐10 ‐99                                                      Co n t r a c t e d  Se r v i c e s                        49 , 6 0 0 . 0 0                                                                49 , 6 0 0 . 0 0                                      27 , 0 0 0 . 0 0                        3, 0 0 0 . 0 0                                19 , 0 0 0 . 0 0                            54.435 3 , 6 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   79 , 1 9 0 . 0 0                                (8 , 9 1 0 . 0 0 )                                70 , 2 8 0 . 0 0                                      35 , 5 2 7 . 9 5                        3, 0 0 0 . 0 0                                19 , 0 0 0 . 0 0                            50.552 1 5 , 7 5 2 . 0 5                10 0 ‐61 2 5 ‐10 ‐99                                                      Ca p i t a l  Ex p e n s e  Te c h n o l o g y          84 , 7 9 5 . 0 0                                                                84 , 7 9 5 . 0 0                                      63 , 5 9 6 . 2 5                        7, 0 6 6 . 2 5                                                                75 2 1 , 1 9 8 . 7 5                10 0 ‐61 4 0 ‐10 ‐99                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Eq u i p m e n   77 , 8 7 4 . 0 0                                                                77 , 8 7 4 . 0 0                                      58 , 4 0 5 . 5 0                        6, 4 8 9 . 5 0                                                                75 1 9 , 4 6 8 . 5 0                10 0 ‐61 6 0 ‐10 ‐99                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Ve h i c l e s   28 0 , 4 8 9 . 0 0                                                           28 0 , 4 8 9 . 0 0                                  21 0 , 3 6 6 . 7 2                    23 , 3 7 4 . 0 8                                                          75 7 0 , 1 2 2 . 2 8                 Su b t o t a l  ob j e c t  ‐   06   44 3 , 1 5 8 . 0 0                                                           44 3 , 1 5 8 . 0 0                                  33 2 , 3 6 8 . 4 7                    36 , 9 2 9 . 8 3                                                          75 1 1 0 , 7 8 9 . 5 3              10 0 ‐70 0 0 ‐10 ‐99                                                      Co n t i n g e n c y                                        50 , 0 0 0 . 0 0                                                                50 , 0 0 0 . 0 0                                      10 , 2 4 8 . 0 0                        24 8 . 0 0                                                                      20.496 3 9 , 7 5 2 . 0 0                 Su b t o t a l  ob j e c t  ‐   07   50 , 0 0 0 . 0 0                                                                50 , 0 0 0 . 0 0                                      10 , 2 4 8 . 0 0                        24 8 . 0 0                                                                      20.496 3 9 , 7 5 2 . 0 0                Pr o g r a m  nu m b e r :      99    NO N ‐DE P A R T M E N T A L                              80 2 , 3 4 4 . 0 0                            (8 , 9 1 0 . 0 0 )                                79 3 , 4 3 4 . 0 0                                  51 7 , 5 6 6 . 0 6                    42 , 9 9 9 . 5 8                          19 , 0 0 0 . 0 0                            65.231 2 5 6 , 8 6 7 . 9 4              De p a r t m e n t  nu m b e r :      10    AD M I N I S T R A T I O N                                  3, 3 0 9 , 5 3 9 . 0 0                      40 , 0 0 5 . 0 0                              3, 3 4 9 , 5 4 4 . 0 0                          2, 1 3 4 , 6 7 9 . 4 0            22 0 , 8 6 4 . 4 5                      20 6 , 0 7 6 . 1 2                        63.73 1 , 0 0 8 , 7 8 8 . 4 8           10 0 ‐51 1 0 ‐20 ‐01                                                      Sa l a r i e s  & Wa g e s                              1, 3 8 4 , 1 3 8 . 0 0                      (2 , 5 0 0 . 0 0 )                                1, 3 8 1 , 6 3 8 . 0 0                          85 6 , 8 7 1 . 5 7                    10 0 , 7 6 1 . 7 6                                                     62.019 5 2 4 , 7 6 6 . 4 3              24 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐51 1 5 ‐20 ‐01                                                      Sa l a r i e s  ‐   Ov e r t i m e                        55 , 5 8 6 . 0 0                                                                55 , 5 8 6 . 0 0                                      60 , 0 2 0 . 7 3                        4, 2 0 8 . 9 9                                                                107.978 ( 4 , 4 3 4 . 7 3 )                 10 0 ‐51 2 6 ‐20 ‐01                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            4, 3 9 7 . 0 0                                                                      4, 3 9 7 . 0 0                                          4, 6 0 9 . 2 2                            1, 0 1 5 . 7 4                                                                104.826 ( 2 1 2 . 2 2 )                     10 0 ‐51 2 7 ‐20 ‐01                                                      Sa l a r i e s ‐Ce r t i f i c a t i o n  Pa y          23 , 1 0 0 . 0 0                                                                23 , 1 0 0 . 0 0                                      14 , 3 1 6 . 5 8                        1, 6 3 3 . 7 8                                                                61.977 8 , 7 8 3 . 4 2                   10 0 ‐51 4 0 ‐20 ‐01                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              5, 6 9 1 . 0 0                                                                      5, 6 9 1 . 0 0                                          4, 4 3 5 . 0 0                                                                                            77.93 1 , 2 5 6 . 0 0                   10 0 ‐51 4 3 ‐20 ‐01                                                      Ce l l  Ph o n e  Al l o w a n c e                      1, 3 8 0 . 0 0                                                                      1, 3 8 0 . 0 0                                          1, 0 3 5 . 0 0                            11 5 . 0 0                                                                      75 3 4 5 . 0 0                      10 0 ‐51 4 5 ‐20 ‐01                                                      So c i a l  Se c u r i t y  Ex p e n s e                91 , 4 1 2 . 0 0                                                                91 , 4 1 2 . 0 0                                      55 , 2 6 9 . 2 2                        6, 3 6 6 . 3 7                                                                60.462 3 6 , 1 4 2 . 7 8                10 0 ‐51 4 7 ‐20 ‐01                                                      IT  HA R D W A R E                                                                                                                                       10 8 . 2 4                                  10 8 . 2 4                                                                      0 ( 1 0 8 . 2 4 )                     10 0 ‐51 5 0 ‐20 ‐01                                                      Me d i c a r e  Ex p e n s e                              21 , 3 7 9 . 0 0                                                                21 , 3 7 9 . 0 0                                      13 , 0 9 1 . 8 4                        1, 4 8 8 . 9 4                                                                61.237 8 , 2 8 7 . 1 6                   10 0 ‐51 5 5 ‐20 ‐01                                                      SU T A  Ex p e n s e                                      20 7 . 0 0                                                                            20 7 . 0 0                                                3, 4 4 5 . 3 9                                                                                            0 ( 3 , 2 3 8 . 3 9 )                 10 0 ‐51 6 0 ‐20 ‐01                                                      He a l t h / D e n t a l  In s u r a n c e                12 3 , 3 5 8 . 0 0                                                           12 3 , 3 5 8 . 0 0                                  92 , 8 4 4 . 1 7                        11 , 4 3 6 . 2 6                                                          75.264 3 0 , 5 1 3 . 8 3                10 0 ‐51 6 5 ‐20 ‐01                                                      De n t a l  In s u r a n c e                              7, 3 1 8 . 0 0                                                                      7, 3 1 8 . 0 0                                          4, 5 9 4 . 0 8                            65 3 . 0 0                                                                      62.778 2 , 7 2 3 . 9 2                   10 0 ‐51 7 0 ‐20 ‐01                                                      Li f e  In s u r a n c e                                  6, 2 1 0 . 0 0                                                                      6, 2 1 0 . 0 0                                          3, 9 8 5 . 4 1                            52 9 . 5 8                                                                      64.177 2 , 2 2 4 . 5 9                   10 0 ‐51 7 5 ‐20 ‐01                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    26 , 8 7 7 . 0 0                                                                26 , 8 7 7 . 0 0                                      21 , 9 5 9 . 4 8                                                                                        81.704 4 , 9 1 7 . 5 2                   10 0 ‐51 8 0 ‐20 ‐01                                                      TM R S  Ex p e n s e                                      19 2 , 0 5 1 . 0 0                                                           19 2 , 0 5 1 . 0 0                                  11 5 , 1 4 5 . 8 2                    13 , 3 4 4 . 0 6                                                          59.956 7 6 , 9 0 5 . 1 8                10 0 ‐51 8 5 ‐20 ‐01                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   2, 8 0 1 . 0 0                                                                      2, 8 0 1 . 0 0                                          1, 3 4 9 . 1 9                            97 3 . 9 5                                                                      48.168 1 , 4 5 1 . 8 1                   10 0 ‐51 8 6 ‐20 ‐01                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   21 , 0 0 0 . 0 0                                                                21 , 0 0 0 . 0 0                                      1, 2 2 0 . 8 0                            13 9 . 1 6                                                                      5.813 1 9 , 7 7 9 . 2 0                10 0 ‐51 9 0 ‐20 ‐01                                                      Co n t r a c t  La b o r                                  6, 0 0 0 . 0 0                                                                      6, 0 0 0 . 0 0                                          5, 1 2 5 . 0 0                            64 5 . 0 0                                                                      85.417 8 7 5 . 0 0                      10 0 ‐51 9 1 ‐20 ‐01                                                      Hi r i n g  Co s t                                        1, 6 0 0 . 0 0                                                                      1, 6 0 0 . 0 0                                          71 6 . 7 5                                                                                                  44.797 8 8 3 . 2 5                      10 0 ‐51 9 2 ‐20 ‐01                                                      Ph y s i c a l  & Ps y c h o l o g i c a l              30 0 . 0 0                                                                            30 0 . 0 0                                                60 0 . 0 0                                                                                                  200 ( 3 0 0 . 0 0 )                      Su b t o t a l  ob j e c t  ‐   05   1, 9 7 4 , 8 0 5 . 0 0                      (2 , 5 0 0 . 0 0 )                                1, 9 7 2 , 3 0 5 . 0 0                          1, 2 6 0 , 7 4 3 . 4 9            14 3 , 4 1 9 . 8 3                                                      63.922 7 1 1 , 5 6 1 . 5 1              10 0 ‐52 1 0 ‐20 ‐01                                                      Su p p l i e s                                              11 , 9 6 3 . 0 0                                                                11 , 9 6 3 . 0 0                                      9, 1 0 4 . 3 0                            1, 6 4 4 . 5 9                                                                76.104 2 , 8 5 8 . 7 0                   10 0 ‐52 1 2 ‐20 ‐01                                                      Bu i l d i n g  Su p p l i e s                            90 0 . 0 0                                                                            90 0 . 0 0                                                30 7 . 0 2                                                                                                  34.113 5 9 2 . 9 8                      10 0 ‐52 1 4 ‐20 ‐01                                                      Ta c t i c a l  Su p p l i e s                            57 , 5 0 0 . 0 0                                                                57 , 5 0 0 . 0 0                                      43 , 1 9 5 . 6 7                                                        4, 1 9 1 . 6 0                                  75.123 1 0 , 1 1 2 . 7 3                10 0 ‐52 1 5 ‐20 ‐01                                                      Am m u n i t i o n                                          19 , 2 0 4 . 0 0                                                                19 , 2 0 4 . 0 0                                      13 , 2 0 0 . 3 6                                                                                        68.738 6 , 0 0 3 . 6 4                   10 0 ‐52 2 0 ‐20 ‐01                                                      Of f i c e  Eq u i p m e n t                              2, 5 6 0 . 0 0                                                                      2, 5 6 0 . 0 0                                          4, 5 8 4 . 6 6                            20 7 . 9 6                                                                      179.088 ( 2 , 0 2 4 . 6 6 )                 10 0 ‐52 3 0 ‐20 ‐01                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            8, 5 0 0 . 0 0                                                                      8, 5 0 0 . 0 0                                          7, 1 8 5 . 9 4                            52 3 . 9 2                                                                      84.54 1 , 3 1 4 . 0 6                   10 0 ‐52 4 0 ‐20 ‐01                                                      Po s t a g e  an d  De l i v e r y                      75 0 . 0 0                                                                            75 0 . 0 0                                                82 0 . 7 9                                  89 . 3 0                                                                          109.439 (70.79)                      10 0 ‐52 5 0 ‐20 ‐01                                                      Pu b l i c a t i o n s                                      40 0 . 0 0                                                                            40 0 . 0 0                                                                                                                                                0 4 0 0 . 0 0                      10 0 ‐52 6 5 ‐20 ‐01                                                      Pr o m o t i o n a l  Ex p e n s e                        1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                   10 0 ‐52 8 0 ‐20 ‐01                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            50 0 . 0 0                                                                            50 0 . 0 0                                                62 0 . 4 3                                  62 0 . 4 3                                                                      124.086 ( 1 2 0 . 4 3 )                      Su b t o t a l  ob j e c t  ‐   05   10 3 , 2 7 7 . 0 0                                                           10 3 , 2 7 7 . 0 0                                  79 , 0 1 9 . 1 7                        3, 0 8 6 . 2 0                                4, 1 9 1 . 6 0                                  76.512 2 0 , 0 6 6 . 2 3                10 0 ‐53 1 0 ‐20 ‐01                                                      Re n t a l  Ex p e n s e                                  4, 2 0 0 . 0 0                                                                      4, 2 0 0 . 0 0                                          2, 9 2 4 . 1 0                            32 4 . 9 0                                                                      69.621 1 , 2 7 5 . 9 0                   10 0 ‐53 2 0 ‐20 ‐01                                                      Re p a i r s  & Ma i n t e n a n c e                                                                                                                   10 . 0 0                                                                                                        0 (10.00)                      10 0 ‐53 3 0 ‐20 ‐01                                                      Co p i e r  Ex p e n s e                                  2, 0 6 0 . 0 0                                                                      2, 0 6 0 . 0 0                                          1, 7 7 2 . 5 4                            29 6 . 7 0                                                                      86.046 2 8 7 . 4 6                      10 0 ‐53 3 5 ‐20 ‐01                                                      Ra d i o / V i d e o  Re p a i r s                        50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐53 4 0 ‐20 ‐01                                                      Bu i l d i n g  Re p a i r s                              2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          43 7 . 4 1                                                                                                  21.871 1 , 5 6 2 . 5 9                   10 0 ‐53 5 0 ‐20 ‐01                                                      Ve h i c l e  Ex p e n s e                                82 , 0 0 0 . 0 0                                                                82 , 0 0 0 . 0 0                                      52 , 6 9 6 . 6 6                        7, 0 6 1 . 8 8                                31 , 6 5 5 . 0 0                            64.264 ( 2 , 3 5 1 . 6 6 )                 10 0 ‐53 5 2 ‐20 ‐01                                                      Fu e l                                                      50 , 0 0 0 . 0 0                                                                50 , 0 0 0 . 0 0                                      19 , 3 6 8 . 8 1                        58 3 . 6 6                                                                      38.738 3 0 , 6 3 1 . 1 9                10 0 ‐53 5 3 ‐20 ‐01                                                      Oi l / G r e a s e / I n s p e c t i o n s                  1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   14 1 , 7 6 0 . 0 0                                                           14 1 , 7 6 0 . 0 0                                  77 , 2 0 9 . 5 2                        8, 2 6 7 . 1 4                                31 , 6 5 5 . 0 0                            54.465 3 2 , 8 9 5 . 4 8                10 0 ‐54 0 0 ‐20 ‐01                                                      Un i f o r m  Ex p e n s e                                17 , 0 0 0 . 0 0                                                                17 , 0 0 0 . 0 0                                      12 , 2 1 6 . 5 4                        24 9 . 1 0                                      1, 8 7 4 . 6 0                                  71.862 2 , 9 0 8 . 8 6                   10 0 ‐54 1 0 ‐20 ‐01                                                      Pr o f e s s i o n a l  Se r v i c e s                    1, 6 0 0 . 0 0                                                                      1, 6 0 0 . 0 0                                          35 4 . 0 0                                  99 . 0 0                                                                          22.125 1 , 2 4 6 . 0 0                   10 0 ‐54 1 5 ‐20 ‐01                                                      Tu t i o n  Re i m b u r s e m e n t                      6, 0 0 0 . 0 0                                                                      6, 0 0 0 . 0 0                                          4, 1 0 0 . 0 0                                                                                            68.333 1 , 9 0 0 . 0 0                   10 0 ‐54 1 7 ‐20 ‐01                                                      IT  HA R D W A R E                                                                                                                                       34 0 . 4 0                                  34 0 . 4 0                                                                      0 ( 3 4 0 . 4 0 )                     10 0 ‐54 1 8 ‐20 ‐01                                                      IT  Fe e s                                                1, 0 0 0 . 0 0                                      (7 5 0 . 0 0 )                                      25 0 . 0 0                                                                                                                                                0 2 5 0 . 0 0                      10 0 ‐54 1 9 ‐20 ‐01                                                      IT  Li c e n s e s                                        1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                   10 0 ‐54 3 0 ‐20 ‐01                                                      Le g a l  Fe e s                                          7, 5 5 0 . 0 0                                                                      7, 5 5 0 . 0 0                                          9, 2 1 5 . 1 9                            2, 3 1 0 . 0 0                                                                122.055 ( 1 , 6 6 5 . 1 9 )                 10 0 ‐54 8 0 ‐20 ‐01                                                      Co n t r a c t e d  Se r v i c e s                        28 , 6 7 5 . 0 0                                                                28 , 6 7 5 . 0 0                                      24 , 4 0 1 . 1 2                        53 . 6 8                                          5, 2 9 5 . 0 0                                  85.095 ( 1 , 0 2 1 . 1 2 )                  Su b t o t a l  ob j e c t  ‐   05   62 , 8 2 5 . 0 0                                (7 5 0 . 0 0 )                                      62 , 0 7 5 . 0 0                                      50 , 6 2 7 . 2 5                        3, 0 5 2 . 1 8                                7, 1 6 9 . 6 0                                  81.558 4 , 2 7 8 . 1 5                   10 0 ‐55 2 0 ‐20 ‐01                                                      Te l e p h o n e s                                          7, 7 4 5 . 0 0                                      (4 , 4 9 2 . 0 0 )                                3, 2 5 3 . 0 0                                          2, 7 6 6 . 4 6                            27 5 . 9 8                                                                      85.043 4 8 6 . 5 4                      10 0 ‐55 2 4 ‐20 ‐01                                                      Ga s                                                        40 0 . 0 0                                                                            40 0 . 0 0                                                                                (4 3 . 9 2 )                                                                        0 4 0 0 . 0 0                      10 0 ‐55 2 5 ‐20 ‐01                                                      El e c t r i c i t y                                        10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                      7, 2 3 1 . 1 6                            85 3 . 8 8                                                                      72.312 2 , 7 6 8 . 8 4                   25 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐55 2 6 ‐20 ‐01                                                      Da t a  Ne t w o r k                                      5, 7 6 0 . 0 0                                                                      5, 7 6 0 . 0 0                                          4, 0 3 3 . 2 4                            51 3 . 8 6                                                                      70.022 1 , 7 2 6 . 7 6                   10 0 ‐55 3 0 ‐20 ‐01                                                      Tr a v e l                                                  5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          2, 4 4 6 . 2 2                            55 9 . 3 5                                                                      48.924 2 , 5 5 3 . 7 8                   10 0 ‐55 3 3 ‐20 ‐01                                                      Mi l e a g e  Ex p e n s e                                50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐55 3 6 ‐20 ‐01                                                      Tr a i n i n g / S e m i n a r s                            15 , 0 0 0 . 0 0                                                                15 , 0 0 0 . 0 0                                      8, 8 7 2 . 1 6                            1, 4 0 0 . 0 0                                                                59.148 6 , 1 2 7 . 8 4                    Su b t o t a l  ob j e c t  ‐   05   44 , 4 0 5 . 0 0                                (4 , 4 9 2 . 0 0 )                                39 , 9 1 3 . 0 0                                      25 , 3 4 9 . 2 4                        3, 5 5 9 . 1 5                                                                63.511 1 4 , 5 6 3 . 7 6                10 0 ‐56 0 0 ‐20 ‐01                                                      Sp e c i a l  Ev e n t s                                  4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          1, 5 0 4 . 1 4                            81 9 . 8 3                                                                      37.604 2 , 4 9 5 . 8 6                   10 0 ‐56 3 0 ‐20 ‐01                                                      Sa f e t y  Eq u i p m e n t                              22 , 0 0 0 . 0 0                                                                22 , 0 0 0 . 0 0                                      15 , 5 7 5 . 5 6                        27 8 . 1 9                                      5, 0 8 5 . 5 5                                  70.798 1 , 3 3 8 . 8 9                   10 0 ‐56 4 0 ‐20 ‐01                                                      Si g n s  & Ha r d w a r e                              50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   26 , 5 0 0 . 0 0                                                                26 , 5 0 0 . 0 0                                      17 , 0 7 9 . 7 0                        1, 0 9 8 . 0 2                                5, 0 8 5 . 5 5                                  64.452 4 , 3 3 4 . 7 5                   Pr o g r a m  nu m b e r :        1    OP E R A T I O N S                                          2, 3 5 3 , 5 7 2 . 0 0                      (7 , 7 4 2 . 0 0 )                                2, 3 4 5 , 8 3 0 . 0 0                          1, 5 1 0 , 0 2 8 . 3 7            16 2 , 4 8 2 . 5 2                      48 , 1 0 1 . 7 5                            64.371 7 8 7 , 6 9 9 . 8 8              10 0 ‐51 1 0 ‐20 ‐05                                                      Sa l a r i e s  & Wa g e s                              41 9 , 7 8 8 . 0 0                                                           41 9 , 7 8 8 . 0 0                                  25 1 , 3 2 3 . 2 2                    30 , 5 0 7 . 2 0                                                          59.869 1 6 8 , 4 6 4 . 7 8              10 0 ‐51 1 5 ‐20 ‐05                                                      Sa l a r i e s  ‐   Ov e r t i m e                        10 , 5 4 5 . 0 0                                2, 5 0 0 . 0 0                                  13 , 0 4 5 . 0 0                                      11 , 8 1 8 . 8 1                        97 8 . 6 0                                                                      90.6 1 , 2 2 6 . 1 9                   10 0 ‐51 2 6 ‐20 ‐05                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            1, 5 3 3 . 0 0                                                                      1, 5 3 3 . 0 0                                          1, 5 6 3 . 6 0                            79 7 . 2 0                                                                      101.996 ( 3 0 . 6 0 )                       10 0 ‐51 2 7 ‐20 ‐05                                                      Sa l a r i e s ‐Ce r t i f i c a t i o n  Pa y          11 , 3 4 0 . 0 0                                                                11 , 3 4 0 . 0 0                                      7, 6 3 1 . 2 2                            86 7 . 6 6                                                                      67.295 3 , 7 0 8 . 7 8                   10 0 ‐51 4 0 ‐20 ‐05                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              1, 4 5 0 . 0 0                                                                      1, 4 5 0 . 0 0                                          1, 3 6 5 . 0 0                                                                                            94.138 8 5 . 0 0                        10 0 ‐51 4 5 ‐20 ‐05                                                      So c i a l  Se c u r i t y  Ex p e n s e                27 , 5 6 8 . 0 0                                                                27 , 5 6 8 . 0 0                                      16 , 2 2 6 . 2 3                        1, 9 5 2 . 6 4                                                                58.859 1 1 , 3 4 1 . 7 7                10 0 ‐51 5 0 ‐20 ‐05                                                      Me d i c a r e  Ex p e n s e                              6, 4 4 7 . 0 0                                                                      6, 4 4 7 . 0 0                                          3, 7 9 4 . 8 5                            45 6 . 6 7                                                                      58.862 2 , 6 5 2 . 1 5                   10 0 ‐51 5 5 ‐20 ‐05                                                      SU T A  Ex p e n s e                                      90 . 0 0                                                                                90 . 0 0                                                      1, 5 3 9 . 0 0                                                                                            0 ( 1 , 4 4 9 . 0 0 )                 10 0 ‐51 6 0 ‐20 ‐05                                                      He a l t h / D e n t a l  In s u r a n c e                37 , 4 0 9 . 0 0                                                                37 , 4 0 9 . 0 0                                      28 , 1 0 1 . 0 5                        3, 9 9 7 . 1 8                                                                75.118 9 , 3 0 7 . 9 5                   10 0 ‐51 6 5 ‐20 ‐05                                                      De n t a l  In s u r a n c e                              2, 9 9 7 . 0 0                                                                      2, 9 9 7 . 0 0                                          2, 0 8 9 . 6 7                            30 7 . 9 4                                                                      69.725 9 0 7 . 3 3                      10 0 ‐51 7 0 ‐20 ‐05                                                      Li f e  In s u r a n c e                                  76 1 . 0 0                                                                            76 1 . 0 0                                                52 0 . 0 8                                  70 . 9 2                                                                          68.342 2 4 0 . 9 2                      10 0 ‐51 7 5 ‐20 ‐05                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    90 0 . 0 0                                                                            90 0 . 0 0                                                76 9 . 8 7                                                                                                  85.541 1 3 0 . 1 3                      10 0 ‐51 8 0 ‐20 ‐05                                                      TM R S  Ex p e n s e                                      57 , 9 6 6 . 0 0                                                                57 , 9 6 6 . 0 0                                      33 , 5 6 7 . 8 0                        4, 1 3 0 . 3 4                                                                57.909 2 4 , 3 9 8 . 2 0                10 0 ‐51 8 5 ‐20 ‐05                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   84 5 . 0 0                                                                            84 5 . 0 0                                                39 4 . 9 4                                  28 6 . 4 9                                                                      46.738 4 5 0 . 0 6                      10 0 ‐51 8 6 ‐20 ‐05                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   7, 2 5 0 . 0 0                                                                      7, 2 5 0 . 0 0                                          1, 1 2 4 . 5 6                            23 9 . 1 6                                                                      15.511 6 , 1 2 5 . 4 4                   10 0 ‐51 9 1 ‐20 ‐05                                                      Hi r i n g  Co s t                                        10 0 . 0 0                                                                            10 0 . 0 0                                                12 9 . 2 1                                                                                                  129.21 (29.21)                      10 0 ‐51 9 2 ‐20 ‐05                                                      Ph y s i c a l  & Ps y c h o l o g i c a l              1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          60 0 . 0 0                                                                                                  60 4 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   58 7 , 9 8 9 . 0 0                            2, 5 0 0 . 0 0                                  59 0 , 4 8 9 . 0 0                                  36 2 , 5 5 9 . 1 1                    44 , 5 9 2 . 0 0                                                          61.4 2 2 7 , 9 2 9 . 8 9              10 0 ‐52 1 0 ‐20 ‐05                                                      Su p p l i e s                                              5, 4 6 3 . 0 0                                                                      5, 4 6 3 . 0 0                                          1, 2 1 0 . 1 2                            10 0 . 0 0                                                                      22.151 4 , 2 5 2 . 8 8                   10 0 ‐52 1 2 ‐20 ‐05                                                      Bu i l d i n g  Su p p l i e s                            1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          12 4 . 4 8                                                                                                  8.299 1 , 3 7 5 . 5 2                   10 0 ‐52 2 0 ‐20 ‐05                                                      Of f i c e  Eq u i p m e n t                              3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          54 7 . 8 2                                                                                                  18.261 2 , 4 5 2 . 1 8                   10 0 ‐52 3 0 ‐20 ‐05                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          46 3 . 5 3                                                                                                  46.353 5 3 6 . 4 7                      10 0 ‐52 4 0 ‐20 ‐05                                                      Po s t a g e  an d  De l i v e r y                      10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                      10 0 ‐52 5 0 ‐20 ‐05                                                      Pu b l i c a t i o n s                                      10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                      10 0 ‐52 8 0 ‐20 ‐05                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   11 , 2 6 3 . 0 0                                                                11 , 2 6 3 . 0 0                                      2, 3 4 5 . 9 5                            10 0 . 0 0                                                                      20.829 8 , 9 1 7 . 0 5                   10 0 ‐53 3 0 ‐20 ‐05                                                      Co p i e r  Ex p e n s e                                  55 7 . 0 0                                                                            55 7 . 0 0                                                39 4 . 1 3                                  59 . 3 0                                                                          70.759 1 6 2 . 8 7                      10 0 ‐53 4 0 ‐20 ‐05                                                      Bu i l d i n g  Re p a i r s                              3, 7 4 0 . 0 0                                                                      3, 7 4 0 . 0 0                                          3, 1 3 5 . 0 0                                                                                            83.824 6 0 5 . 0 0                      10 0 ‐53 5 0 ‐20 ‐05                                                      Ve h i c l e  Ex p e n s e                                                                                                                               41 . 2 8                                                                                                        0 (41.28)                       Su b t o t a l  ob j e c t  ‐   05   4, 2 9 7 . 0 0                                                                      4, 2 9 7 . 0 0                                          3, 5 7 0 . 4 1                            59 . 3 0                                                                          83.091 7 2 6 . 5 9                      10 0 ‐54 0 0 ‐20 ‐05                                                      Un i f o r m  Ex p e n s e                                1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          1, 2 2 7 . 1 5                                                            1, 2 5 0 . 0 0                                  81.81 ( 9 7 7 . 1 5 )                     10 0 ‐54 1 8 ‐20 ‐05                                                      IT  Fe e s                                                4, 5 0 0 . 0 0                                                                      4, 5 0 0 . 0 0                                          21 0 . 0 0                                                                                                  4.667 4 , 2 9 0 . 0 0                   10 0 ‐54 1 9 ‐20 ‐05                                                      IT  Li c e n s e s                                        5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          72 5 . 0 0                                                                                                  14.5 4 , 2 7 5 . 0 0                   10 0 ‐54 3 0 ‐20 ‐05                                                      Le g a l  Fe e s                                          50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐54 8 0 ‐20 ‐05                                                      Co n t r a c t e d  Se r v i c e s                        16 0 , 2 8 0 . 0 0                                                           16 0 , 2 8 0 . 0 0                                  75 , 5 0 1 . 8 4                                                                                        47.106 8 4 , 7 7 8 . 1 6                 Su b t o t a l  ob j e c t  ‐   05   17 1 , 7 8 0 . 0 0                                                           17 1 , 7 8 0 . 0 0                                  77 , 6 6 3 . 9 9                                                        1, 2 5 0 . 0 0                                  45.211 9 2 , 8 6 6 . 0 1                10 0 ‐55 2 0 ‐20 ‐05                                                      Te l e p h o n e s                                          2, 4 9 9 . 0 0                                      (1 , 6 0 0 . 0 0 )                                89 9 . 0 0                                                55 0 . 3 2                                  51 . 1 2                                                                          61.215 3 4 8 . 6 8                      10 0 ‐55 2 4 ‐20 ‐05                                                      Ga s                                                        30 0 . 0 0                                                                            30 0 . 0 0                                                73 1 . 0 9                                  43 . 9 2                                                                          243.697 ( 4 3 1 . 0 9 )                     10 0 ‐55 3 0 ‐20 ‐05                                                      Tr a v e l                                                  1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                   10 0 ‐55 3 3 ‐20 ‐05                                                      Mi l e a g e  Ex p e n s e                                50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐55 3 6 ‐20 ‐05                                                      Tr a i n i n g / S e m i n a r s                            5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          36 0 . 0 0                                                                                                  7.2 4 , 6 4 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   9, 2 9 9 . 0 0                                      (1 , 6 0 0 . 0 0 )                                7, 6 9 9 . 0 0                                          1, 6 4 1 . 4 1                            95 . 0 4                                                                          21.32 6 , 0 5 7 . 5 9                   26 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐56 0 0 ‐20 ‐05                                                      Sp e c i a l  Ev e n t s                                  50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      Pr o g r a m  nu m b e r :        5    DI S P A T C H                                              78 5 , 1 2 8 . 0 0                            90 0 . 0 0                                        78 6 , 0 2 8 . 0 0                                  44 7 , 7 8 0 . 8 7                    44 , 8 4 6 . 3 4                          1, 2 5 0 . 0 0                                  56.968 3 3 6 , 9 9 7 . 1 3              De p a r t m e n t  nu m b e r :      20    PO L I C E                                                  3, 1 3 8 , 7 0 0 . 0 0                      (6 , 8 4 2 . 0 0 )                                3, 1 3 1 , 8 5 8 . 0 0                          1, 9 5 7 , 8 0 9 . 2 4            20 7 , 3 2 8 . 8 6                      49 , 3 5 1 . 7 5                            62.513 1 , 1 2 4 , 6 9 7 . 0 1           10 0 ‐51 1 0 ‐30 ‐01                                                      Sa l a r i e s  & Wa g e s                              2, 1 5 3 , 3 4 0 . 0 0                      (2 0 , 5 0 0 . 0 0 )                          2, 1 3 2 , 8 4 0 . 0 0                          1, 3 3 2 , 6 7 0 . 3 1            14 8 , 3 4 0 . 8 8                                                     62.483 8 0 0 , 1 6 9 . 6 9              10 0 ‐51 1 5 ‐30 ‐01                                                      Sa l a r i e s  ‐   Ov e r t i m e                        31 9 , 9 7 2 . 0 0                                                           31 9 , 9 7 2 . 0 0                                  22 0 , 7 9 6 . 2 5                    26 , 7 3 0 . 7 7                                                          69.005 9 9 , 1 7 5 . 7 5                10 0 ‐51 2 6 ‐30 ‐01                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            1, 9 5 3 . 0 0                                                                      1, 9 5 3 . 0 0                                          3, 9 8 4 . 8 4                            2, 0 3 1 . 4 8                                                                204.037 ( 2 , 0 3 1 . 8 4 )                 10 0 ‐51 2 7 ‐30 ‐01                                                      Sa l a r i e s ‐Ce r t i f i c a t i o n  Pa y          31 , 5 6 2 . 0 0                                                                31 , 5 6 2 . 0 0                                      17 , 9 4 7 . 2 8                        2, 1 8 3 . 9 6                                                                56.864 1 3 , 6 1 4 . 7 2                10 0 ‐51 4 0 ‐30 ‐01                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              10 , 7 3 5 . 0 0                                                                10 , 7 3 5 . 0 0                                      10 , 1 7 0 . 0 0                                                                                        94.737 5 6 5 . 0 0                      10 0 ‐51 4 1 ‐30 ‐01                                                      Sa l a r i e s  ‐   In c e n t i v e                                                                                                                     1, 2 7 0 . 8 1                                                                                            0 ( 1 , 2 7 0 . 8 1 )                 10 0 ‐51 4 3 ‐30 ‐01                                                      Ce l l  Ph o n e  Al l o w a n c e                      4, 6 8 0 . 0 0                                                                      4, 6 8 0 . 0 0                                          3, 3 2 0 . 0 0                            40 0 . 0 0                                                                      70.94 1 , 3 6 0 . 0 0                   10 0 ‐51 4 5 ‐30 ‐01                                                      So c i a l  Se c u r i t y  Ex p e n s e                15 6 , 1 9 3 . 0 0                                                           15 6 , 1 9 3 . 0 0                                  92 , 9 8 0 . 4 5                        10 , 4 6 7 . 6 9                                                          59.529 6 3 , 2 1 2 . 5 5                10 0 ‐51 5 0 ‐30 ‐01                                                      Me d i c a r e  Ex p e n s e                              36 , 5 2 9 . 0 0                                                                36 , 5 2 9 . 0 0                                      21 , 7 8 5 . 6 2                        2, 4 4 8 . 0 8                                                                59.639 1 4 , 7 4 3 . 3 8                10 0 ‐51 5 5 ‐30 ‐01                                                      SU T A  Ex p e n s e                                      37 8 . 0 0                                                                            37 8 . 0 0                                                5, 2 8 3 . 4 7                            14 1 . 9 7                                                                      0 ( 4 , 9 0 5 . 4 7 )                 10 0 ‐51 6 0 ‐30 ‐01                                                      He a l t h / D e n t a l  In s u r a n c e                20 0 , 7 5 5 . 0 0                                                           20 0 , 7 5 5 . 0 0                                  13 6 , 2 2 6 . 0 2                    14 , 7 3 9 . 8 2                                                          67.857 6 4 , 5 2 8 . 9 8                10 0 ‐51 6 5 ‐30 ‐01                                                      De n t a l  In s u r a n c e                              9, 2 5 8 . 0 0                                                                      9, 2 5 8 . 0 0                                          6, 5 2 7 . 9 5                            87 0 . 8 8                                                                      70.511 2 , 7 3 0 . 0 5                   10 0 ‐51 7 0 ‐30 ‐01                                                      Li f e  In s u r a n c e                                  7, 8 9 9 . 0 0                                                                      7, 8 9 9 . 0 0                                          5, 7 4 2 . 5 0                            69 0 . 6 4                                                                      72.699 2 , 1 5 6 . 5 0                   10 0 ‐51 7 1 ‐30 ‐01                                                      Li f e  In s u r a n c e ‐Su p p l e m e n t a l        8, 0 0 0 . 0 0                                                                      8, 0 0 0 . 0 0                                          7, 3 0 7 . 0 0                                                                                            91.338 6 9 3 . 0 0                      10 0 ‐51 7 5 ‐30 ‐01                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    33 , 1 5 7 . 0 0                                                                33 , 1 5 7 . 0 0                                      27 , 8 8 9 . 5 0                                                                                        84.113 5 , 2 6 7 . 5 0                   10 0 ‐51 8 0 ‐30 ‐01                                                      TM R S  Ex p e n s e                                      32 8 , 3 5 0 . 0 0                                                           32 8 , 3 5 0 . 0 0                                  18 5 , 5 2 4 . 4 1                    21 , 5 2 2 . 2 9                                                          56.502 1 4 2 , 8 2 5 . 5 9              10 0 ‐51 8 5 ‐30 ‐01                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   4, 7 8 7 . 0 0                                                                      4, 7 8 7 . 0 0                                          2, 1 2 7 . 7 3                            1, 6 5 1 . 0 2                                                                44.448 2 , 6 5 9 . 2 7                   10 0 ‐51 8 6 ‐30 ‐01                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   35 , 5 0 0 . 0 0                                                                35 , 5 0 0 . 0 0                                      3, 5 2 4 . 8 0                            44 5 . 8 0                                                                      9.929 3 1 , 9 7 5 . 2 0                10 0 ‐51 9 0 ‐30 ‐01                                                      Co n t r a c t  La b o r                                  72 0 . 0 0                                                                            72 0 . 0 0                                                                                                                                                0 7 2 0 . 0 0                      10 0 ‐51 9 1 ‐30 ‐01                                                      Hi r i n g  Co s t                                        1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                   10 0 ‐51 9 4 ‐30 ‐01                                                      FD  An n u a l  Ph y  & Sc r e e n i n g            27 , 8 0 0 . 0 0                                                                27 , 8 0 0 . 0 0                                      6, 3 7 1 . 0 0                            1, 7 0 7 . 0 0                                                                22.917 2 1 , 4 2 9 . 0 0                 Su b t o t a l  ob j e c t  ‐   05   3, 3 7 2 , 5 6 8 . 0 0                      (2 0 , 5 0 0 . 0 0 )                          3, 3 5 2 , 0 6 8 . 0 0                          2, 0 9 1 , 4 4 9 . 9 4            23 4 , 3 7 2 . 2 8                                                     62.393 1 , 2 6 0 , 6 1 8 . 0 6           10 0 ‐52 1 0 ‐30 ‐01                                                      Su p p l i e s                                              4, 5 9 8 . 0 0                                                                      4, 5 9 8 . 0 0                                          1, 2 4 8 . 7 5                            27 9 . 7 6                                                                      27.159 3 , 3 4 9 . 2 5                   10 0 ‐52 1 2 ‐30 ‐01                                                      Bu i l d i n g  Su p p l i e s                            4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          3, 2 4 5 . 8 1                            1, 3 0 5 . 8 5                                                                81.145 7 5 4 . 1 9                      10 0 ‐52 2 0 ‐30 ‐01                                                      Of f i c e  Eq u i p m e n t                              3, 9 6 3 . 0 0                                                                      3, 9 6 3 . 0 0                                          1, 3 8 2 . 0 1                                                                                            34.873 2 , 5 8 0 . 9 9                   10 0 ‐52 3 0 ‐30 ‐01                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            5, 8 0 0 . 0 0                                                                      5, 8 0 0 . 0 0                                          3, 8 1 3 . 0 0                                                                                            65.741 1 , 9 8 7 . 0 0                   10 0 ‐52 4 0 ‐30 ‐01                                                      Po s t a g e  an d  De l i v e r y                      25 0 . 0 0                                                                            25 0 . 0 0                                                92 . 0 9                                        40 . 4 2                                                                          36.836 1 5 7 . 9 1                      10 0 ‐52 5 0 ‐30 ‐01                                                      Pu b l i c a t i o n s                                      35 0 . 0 0                                                                            35 0 . 0 0                                                29 . 0 0                                                                                                        8.286 3 2 1 . 0 0                      10 0 ‐52 8 0 ‐30 ‐01                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            60 0 . 0 0                                                                            60 0 . 0 0                                                                                                                                                0 6 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   19 , 5 6 1 . 0 0                                                                19 , 5 6 1 . 0 0                                      9, 8 1 0 . 6 6                            1, 6 2 6 . 0 3                                                                50.154 9 , 7 5 0 . 3 4                   10 0 ‐53 2 0 ‐30 ‐01                                                      Re p a i r s  & Ma i n t e n a n c e                    6, 5 0 0 . 0 0                                                                      6, 5 0 0 . 0 0                                          4, 6 6 6 . 7 0                            2, 9 6 9 . 0 7                                                                71.795 1 , 8 3 3 . 3 0                   10 0 ‐53 3 0 ‐30 ‐01                                                      Co p i e r  Ex p e n s e                                  53 . 0 0                                                                                53 . 0 0                                                      81 6 . 0 3                                  12 1 . 7 8                                                                      0 ( 7 6 3 . 0 3 )                     10 0 ‐53 3 5 ‐30 ‐01                                                      Ra d i o / V i d e o  Re p a i r s                        6, 0 0 0 . 0 0                                                                      6, 0 0 0 . 0 0                                          3, 7 1 1 . 7 4                                                            76 5 . 0 0                                        61.862 1 , 5 2 3 . 2 6                   10 0 ‐53 4 0 ‐30 ‐01                                                      Bu i l d i n g  Re p a i r s                              45 , 5 1 7 . 0 0                                                                45 , 5 1 7 . 0 0                                      7, 0 0 4 . 3 9                            13 5 . 0 0                                      14 , 5 1 1 . 8 4                            15.389 2 4 , 0 0 0 . 7 7                10 0 ‐53 5 0 ‐30 ‐01                                                      Ve h i c l e  Ex p e n s e                                35 , 0 0 0 . 0 0                                                                35 , 0 0 0 . 0 0                                      28 , 7 6 9 . 9 0                        1, 1 6 8 . 8 7                                                                82.2 6 , 2 3 0 . 1 0                   10 0 ‐53 5 2 ‐30 ‐01                                                      Fu e l                                                      20 , 0 0 0 . 0 0                                                                20 , 0 0 0 . 0 0                                      7, 0 6 1 . 1 7                            11 4 . 1 3                                                                      35.306 1 2 , 9 3 8 . 8 3                 Su b t o t a l  ob j e c t  ‐   05   11 3 , 0 7 0 . 0 0                                                           11 3 , 0 7 0 . 0 0                                  52 , 0 2 9 . 9 3                        4, 5 0 8 . 8 5                                15 , 2 7 6 . 8 4                            46.016 4 5 , 7 6 3 . 2 3                10 0 ‐54 0 0 ‐30 ‐01                                                      Un i f o r m  Ex p e n s e                                24 , 5 0 0 . 0 0                                                                24 , 5 0 0 . 0 0                                      4, 4 2 0 . 9 1                                                            23 , 5 0 0 . 0 0                            18.045 ( 3 , 4 2 0 . 9 1 )                 10 0 ‐54 1 0 ‐30 ‐01                                                      Pr o f e s s i o n a l  Se r v i c e s                    7, 5 0 0 . 0 0                                      20 , 5 0 0 . 0 0                              28 , 0 0 0 . 0 0                                                                                                      28 , 0 0 0 . 0 0                            0                  10 0 ‐54 1 8 ‐30 ‐01                                                      IT  Fe e s                                                7, 5 0 0 . 0 0                                                                      7, 5 0 0 . 0 0                                          24 0 . 0 0                                  24 0 . 0 0                                                                      3.2 7 , 2 6 0 . 0 0                   10 0 ‐54 3 0 ‐30 ‐01                                                      Le g a l  Fe e s                                          2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          98 8 . 0 0                                  13 3 . 0 0                                                                      49.4 1 , 0 1 2 . 0 0                   10 0 ‐54 4 0 ‐30 ‐01                                                      EM S                                                        84 , 0 4 7 . 0 0                                                                84 , 0 4 7 . 0 0                                      45 , 0 2 1 . 7 3                        8, 6 6 6 . 1 5                                15 , 5 5 1 . 8 9                            53.567 2 3 , 4 7 3 . 3 8                10 0 ‐54 4 5 ‐30 ‐01                                                      CE R T  Pr o g r a m  Ex p e n d i t u r e s            20 , 0 0 0 . 0 0                                                                20 , 0 0 0 . 0 0                                      8, 4 0 2 . 9 8                            62 . 3 0                                                                          42.015 1 1 , 5 9 7 . 0 2                10 0 ‐54 8 0 ‐30 ‐01                                                      Co n t r a c t e d  Se r v i c e s                        6, 5 3 0 . 0 0                                                                      6, 5 3 0 . 0 0                                          55 5 . 0 0                                  60 . 0 0                                          4, 9 7 5 . 3 1                                  8.499 9 9 9 . 6 9                       Su b t o t a l  ob j e c t  ‐   05   15 2 , 0 7 7 . 0 0                            20 , 5 0 0 . 0 0                              17 2 , 5 7 7 . 0 0                                  59 , 6 2 8 . 6 2                        9, 1 6 1 . 4 5                                72 , 0 2 7 . 2 0                            34.552 4 0 , 9 2 1 . 1 8                10 0 ‐55 2 0 ‐30 ‐01                                                      Te l e p h o n e s                                          8, 1 6 5 . 0 0                                      (6 , 6 4 0 . 0 0 )                                1, 5 2 5 . 0 0                                          1, 1 0 3 . 9 3                            10 9 . 3 2                                                                      72.389 4 2 1 . 0 7                      10 0 ‐55 2 1 ‐30 ‐01                                                      Ce l l  Ph o n e  Ex p e n s e                          1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                   10 0 ‐55 2 4 ‐30 ‐01                                                      Ga s                                                        5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          1, 5 9 0 . 1 7                            10 8 . 5 8                                                                      31.803 3 , 4 0 9 . 8 3                   27 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐55 2 5 ‐30 ‐01                                                      El e c t r i c i t y                                        25 , 0 0 0 . 0 0                                                                25 , 0 0 0 . 0 0                                      9, 6 3 8 . 0 5                            1, 2 6 6 . 0 5                                                                38.552 1 5 , 3 6 1 . 9 5                10 0 ‐55 2 6 ‐30 ‐01                                                      Da t a  Ne t w o r k                                      26 , 2 0 1 . 0 0                                (1 6 , 2 0 0 . 0 0 )                          10 , 0 0 1 . 0 0                                      3, 7 0 2 . 2 8                            46 2 . 7 7                                                                      37.019 6 , 2 9 8 . 7 2                   10 0 ‐55 3 0 ‐30 ‐01                                                      Tr a v e l                                                  3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          48 . 2 3                                                                                                        1.608 2 , 9 5 1 . 7 7                   10 0 ‐55 3 3 ‐30 ‐01                                                      Mi l e a g e  Ex p e n s e                                1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                                                                                                                          0 1 , 5 0 0 . 0 0                   10 0 ‐55 3 6 ‐30 ‐01                                                      Tr a i n i n g / S e m i n a r s                            20 , 1 7 5 . 0 0                                                                20 , 1 7 5 . 0 0                                      7, 9 8 1 . 9 3                            4, 6 9 0 . 0 0                                                                39.563 1 2 , 1 9 3 . 0 7                 Su b t o t a l  ob j e c t  ‐   05   90 , 0 4 1 . 0 0                                (2 2 , 8 4 0 . 0 0 )                          67 , 2 0 1 . 0 0                                      24 , 0 6 4 . 5 9                        6, 6 3 6 . 7 2                                                                35.81 4 3 , 1 3 6 . 4 1                10 0 ‐56 1 0 ‐30 ‐01                                                      Fi r e  Fi g h t i n g  Eq u i p m e n t                20 , 0 0 0 . 0 0                                                                20 , 0 0 0 . 0 0                                      5, 6 4 7 . 1 3                            77 1 . 0 5                                                                      28.236 1 4 , 3 5 2 . 8 7                10 0 ‐56 3 0 ‐30 ‐01                                                      Sa f e t y  Eq u i p m e n t                              31 , 0 0 0 . 0 0                                                                31 , 0 0 0 . 0 0                                      12 , 5 0 6 . 6 6                                                        19 , 9 7 2 . 8 3                            40.344 ( 1 , 4 7 9 . 4 9 )                  Su b t o t a l  ob j e c t  ‐   05   51 , 0 0 0 . 0 0                                                                51 , 0 0 0 . 0 0                                      18 , 1 5 3 . 7 9                        77 1 . 0 5                                      19 , 9 7 2 . 8 3                            35.596 1 2 , 8 7 3 . 3 8                Pr o g r a m  nu m b e r :        1    OP E R A T I O N S                                          3, 7 9 8 , 3 1 7 . 0 0                      (2 2 , 8 4 0 . 0 0 )                          3, 7 7 5 , 4 7 7 . 0 0                          2, 2 5 5 , 1 3 7 . 5 3            25 7 , 0 7 6 . 3 8                      10 7 , 2 7 6 . 8 7                        59.731 1 , 4 1 3 , 0 6 2 . 6 0           10 0 ‐51 1 0 ‐30 ‐05                                                      Sa l a r i e s  & Wa g e s                              90 , 8 2 3 . 0 0                                                                90 , 8 2 3 . 0 0                                      67 , 1 1 8 . 8 7                        7, 0 8 8 . 0 0                                                                73.901 2 3 , 7 0 4 . 1 3                10 0 ‐51 1 5 ‐30 ‐05                                                      Sa l a r i e s  ‐   Ov e r t i m e                        21 , 4 0 4 . 0 0                                                                21 , 4 0 4 . 0 0                                      5, 0 8 1 . 4 8                            17 7 . 2 0                                                                      23.741 1 6 , 3 2 2 . 5 2                10 0 ‐51 4 0 ‐30 ‐05                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              69 0 . 0 0                                                                            69 0 . 0 0                                                69 0 . 0 0                                                                                                  100                  10 0 ‐51 4 3 ‐30 ‐05                                                      Ce l l  Ph o n e  Al l o w a n c e                      1, 0 8 0 . 0 0                                                                      1, 0 8 0 . 0 0                                          67 5 . 0 0                                  75 . 0 0                                                                          62.5 4 0 5 . 0 0                      10 0 ‐51 4 5 ‐30 ‐05                                                      So c i a l  Se c u r i t y  Ex p e n s e                7, 0 6 8 . 0 0                                                                      7, 0 6 8 . 0 0                                          3, 9 9 6 . 4 7                            39 2 . 6 0                                                                      56.543 3 , 0 7 1 . 5 3                   10 0 ‐51 5 0 ‐30 ‐05                                                      Me d i c a r e  Ex p e n s e                              1, 6 5 3 . 0 0                                                                      1, 6 5 3 . 0 0                                          93 4 . 6 4                                  91 . 8 2                                                                          56.542 7 1 8 . 3 6                      10 0 ‐51 5 5 ‐30 ‐05                                                      SU T A  Ex p e n s e                                      27 . 0 0                                                                                27 . 0 0                                                      18 8 . 3 3                                                                                                  697.519 ( 1 6 1 . 3 3 )                     10 0 ‐51 6 0 ‐30 ‐05                                                      He a l t h / D e n t a l  In s u r a n c e                6, 9 0 9 . 0 0                                                                      6, 9 0 9 . 0 0                                          6, 4 0 4 . 5 9                            77 7 . 2 2                                                                      92.699 5 0 4 . 4 1                      10 0 ‐51 6 5 ‐30 ‐05                                                      De n t a l  In s u r a n c e                              35 3 . 0 0                                                                            35 3 . 0 0                                                32 1 . 3 1                                  39 . 7 2                                                                          91.023 3 1 . 6 9                        10 0 ‐51 7 0 ‐30 ‐05                                                      Li f e  In s u r a n c e                                  31 5 . 0 0                                                                            31 5 . 0 0                                                23 9 . 5 3                                  26 . 2 6                                                                          76.041 7 5 . 4 7                        10 0 ‐51 7 5 ‐30 ‐05                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    2, 0 3 0 . 0 0                                                                      2, 0 3 0 . 0 0                                          1, 5 1 7 . 0 0                                                                                            74.729 5 1 3 . 0 0                      10 0 ‐51 8 0 ‐30 ‐05                                                      TM R S  Ex p e n s e                                      14 , 8 9 6 . 0 0                                                                14 , 8 9 6 . 0 0                                      9, 0 0 8 . 8 1                            91 4 . 1 6                                                                      60.478 5 , 8 8 7 . 1 9                   10 0 ‐51 8 5 ‐30 ‐05                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   17 8 . 0 0                                                                            17 8 . 0 0                                                10 7 . 8 2                                  80 . 9 0                                                                          60.573 7 0 . 1 8                        10 0 ‐51 8 6 ‐30 ‐05                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          27 5 . 0 0                                  50 . 0 0                                                                          18.333 1 , 2 2 5 . 0 0                   10 0 ‐51 9 3 ‐30 ‐05                                                      Re c o r d s  Re t e n t i o n                            25 0 . 0 0                                                                            25 0 . 0 0                                                                                                                                                0 2 5 0 . 0 0                      10 0 ‐51 9 4 ‐30 ‐05                                                      FD  An n u a l  Ph y  & Sc r e e n i n g            80 7 . 0 0                                                                            80 7 . 0 0                                                                                                                                                0 8 0 7 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   14 9 , 9 8 3 . 0 0                                                           14 9 , 9 8 3 . 0 0                                  96 , 5 5 8 . 8 5                        9, 7 1 2 . 8 8                                                                64.38 5 3 , 4 2 4 . 1 5                10 0 ‐52 1 0 ‐30 ‐05                                                      Su p p l i e s                                              15 0 . 0 0                                                                            15 0 . 0 0                                                                                                                                                0 1 5 0 . 0 0                      10 0 ‐52 1 5 ‐30 ‐05                                                      Am m u n i t i o n                                          1, 2 5 0 . 0 0                                                                      1, 2 5 0 . 0 0                                          99 7 . 8 9                                                                                                  79.831 2 5 2 . 1 1                      10 0 ‐52 2 0 ‐30 ‐05                                                      Of f i c e  Eq u i p m e n t                              1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          47 9 . 5 1                                  39 0 . 4 6                                                                      47.951 5 2 0 . 4 9                      10 0 ‐52 3 0 ‐30 ‐05                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            95 0 . 0 0                                                                            95 0 . 0 0                                                50 . 0 0                                                                                                        5.263 9 0 0 . 0 0                      10 0 ‐52 4 0 ‐30 ‐05                                                      Po s t a g e  an d  De l i v e r y                      60 . 0 0                                                                                60 . 0 0                                                                                                                                                      0 60.00                        10 0 ‐52 5 0 ‐30 ‐05                                                      Pu b l i c a t i o n s                                      75 0 . 0 0                                                                            75 0 . 0 0                                                                                                                                                0 7 5 0 . 0 0                      10 0 ‐52 8 0 ‐30 ‐05                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   4, 6 6 0 . 0 0                                                                      4, 6 6 0 . 0 0                                          1, 5 2 7 . 4 0                            39 0 . 4 6                                                                      32.777 3 , 1 3 2 . 6 0                   10 0 ‐53 5 0 ‐30 ‐05                                                      Ve h i c l e  Ex p e n s e                                80 0 . 0 0                                                                            80 0 . 0 0                                                                                                                                                0 8 0 0 . 0 0                      10 0 ‐53 5 2 ‐30 ‐05                                                      Fu e l                                                      2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          54 8 . 1 8                                                                                                  27.409 1 , 4 5 1 . 8 2                   10 0 ‐53 5 3 ‐30 ‐05                                                      Oi l / G r e a s e / I n s p e c t i o n s                  50 0 . 0 0                                                                            50 0 . 0 0                                                48 . 8 1                                                                                                        9.762 4 5 1 . 1 9                       Su b t o t a l  ob j e c t  ‐   05   3, 3 0 0 . 0 0                                                                      3, 3 0 0 . 0 0                                          59 6 . 9 9                                                                                                  18.091 2 , 7 0 3 . 0 1                   10 0 ‐54 0 0 ‐30 ‐05                                                      Un i f o r m  Ex p e n s e                                1, 3 9 0 . 0 0                                                                      1, 3 9 0 . 0 0                                          60 7 . 4 1                                                                                                  43.699 7 8 2 . 5 9                      10 0 ‐54 1 8 ‐30 ‐05                                                      IT  Fe e s                                                36 0 . 0 0                                                                            36 0 . 0 0                                                                                                                                                0 3 6 0 . 0 0                      10 0 ‐54 1 9 ‐30 ‐05                                                      IT  Li c e n s e s                                        15 0 . 0 0                                                                            15 0 . 0 0                                                                                                                                                0 1 5 0 . 0 0                      10 0 ‐54 3 0 ‐30 ‐05                                                      Le g a l  Fe e s                                          2, 5 0 0 . 0 0                                                                      2, 5 0 0 . 0 0                                                                                                                                          0 2 , 5 0 0 . 0 0                   10 0 ‐54 8 0 ‐30 ‐05                                                      Co n t r a c t e d  Se r v i c e s                        2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                                                                                                                          0 2 , 0 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   6, 4 0 0 . 0 0                                                                      6, 4 0 0 . 0 0                                          60 7 . 4 1                                                                                                  9.491 5 , 7 9 2 . 5 9                   10 0 ‐55 2 0 ‐30 ‐05                                                      Te l e p h o n e s                                          20 0 . 0 0                                                                            20 0 . 0 0                                                62 9 . 9 9                                                                                                  314.995 ( 4 2 9 . 9 9 )                     10 0 ‐55 2 6 ‐30 ‐05                                                      Da t a  Ne t w o r k                                      48 0 . 0 0                                                                            48 0 . 0 0                                                54 8 . 8 5                                  72 . 9 8                                                                          114.34 4 (68.85)                      10 0 ‐55 3 0 ‐30 ‐05                                                      Tr a v e l                                                  50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐55 3 3 ‐30 ‐05                                                      Mi l e a g e  Ex p e n s e                                75 0 . 0 0                                                                            75 0 . 0 0                                                18 . 9 2                                                                                                        2.523 7 3 1 . 0 8                      10 0 ‐55 3 6 ‐30 ‐05                                                      Tr a i n i n g / S e m i n a r s                            3, 2 0 0 . 0 0                                                                      3, 2 0 0 . 0 0                                          39 6 . 3 6                                                                                                  12.386 2 , 8 0 3 . 6 4                    Su b t o t a l  ob j e c t  ‐   05   5, 1 3 0 . 0 0                                                                      5, 1 3 0 . 0 0                                          1, 5 9 4 . 1 2                            72 . 9 8                                                                          31.074 3 , 5 3 5 . 8 8                   10 0 ‐56 2 0 ‐30 ‐05                                                      To o l s  & Eq u i p m e n t                            35 0 . 0 0                                                                            35 0 . 0 0                                                20 . 8 5                                        20 . 8 5                                                                          5.957 3 2 9 . 1 5                      28 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐56 3 0 ‐30 ‐05                                                      Sa f e t y  Eq u i p m e n t                              1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          14 6 . 4 7                                                                                                  14.647 8 5 3 . 5 3                      10 0 ‐56 4 0 ‐30 ‐05                                                      Si g n s  & Ha r d w a r e                              1, 2 5 0 . 0 0                                                                      1, 2 5 0 . 0 0                                                                                                                                          0 1 , 2 5 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   2, 6 0 0 . 0 0                                                                      2, 6 0 0 . 0 0                                          16 7 . 3 2                                  20 . 8 5                                                                          6.435 2 , 4 3 2 . 6 8                   Pr o g r a m  nu m b e r :        5    MA R S H A L                                                17 2 , 0 7 3 . 0 0                                                           17 2 , 0 7 3 . 0 0                                  10 1 , 0 5 2 . 0 9                    10 , 1 9 7 . 1 7                                                          58.726 7 1 , 0 2 0 . 9 1                De p a r t m e n t  nu m b e r :      30    FI R E                                                      3, 9 7 0 , 3 9 0 . 0 0                      (2 2 , 8 4 0 . 0 0 )                          3, 9 4 7 , 5 5 0 . 0 0                          2, 3 5 6 , 1 8 9 . 6 2            26 7 , 2 7 3 . 5 5                      10 7 , 2 7 6 . 8 7                        59.687 1 , 4 8 4 , 0 8 3 . 5 1           10 0 ‐51 1 0 ‐40 ‐01                                                      Sa l a r i e s  & Wa g e s                              69 5 , 4 3 0 . 0 0                                                           69 5 , 4 3 0 . 0 0                                  49 4 , 5 8 3 . 8 0                    54 , 7 6 0 . 5 6                                                          71.119 2 0 0 , 8 4 6 . 2 0              10 0 ‐51 1 5 ‐40 ‐01                                                      Sa l a r i e s  ‐   Ov e r t i m e                        42 , 8 3 1 . 0 0                                                                42 , 8 3 1 . 0 0                                      4, 0 0 8 . 4 6                            11 5 . 8 0                                                                      9.359 3 8 , 8 2 2 . 5 4                10 0 ‐51 4 0 ‐40 ‐01                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              1, 4 7 5 . 0 0                                                                      1, 4 7 5 . 0 0                                          1, 2 0 5 . 0 0                                                                                            81.695 2 7 0 . 0 0                      10 0 ‐51 4 1 ‐40 ‐01                                                      Sa l a r i e s  ‐   In c e n t i v e                                                                                                                     70 2 . 9 7                                                                                                  0 ( 7 0 2 . 9 7 )                     10 0 ‐51 4 3 ‐40 ‐01                                                      Ce l l  Ph o n e  Al l o w a n c e                      2, 0 4 0 . 0 0                                                                      2, 0 4 0 . 0 0                                          2, 1 9 0 . 0 0                            26 0 . 0 0                                                                      107.353 ( 1 5 0 . 0 0 )                     10 0 ‐51 4 5 ‐40 ‐01                                                      So c i a l  Se c u r i t y  Ex p e n s e                45 , 9 9 0 . 2 6                                                                45 , 9 9 0 . 2 6                                      29 , 0 6 5 . 3 5                        3, 1 5 5 . 3 6                                                                63.199 1 6 , 9 2 4 . 9 1                10 0 ‐51 5 0 ‐40 ‐01                                                      Me d i c a r e  Ex p e n s e                              10 , 7 5 6 . 2 1                                                                10 , 7 5 6 . 2 1                                      6, 7 9 7 . 5 4                            73 7 . 9 3                                                                      63.196 3 , 9 5 8 . 6 7                   10 0 ‐51 5 5 ‐40 ‐01                                                      SU T A  Ex p e n s e                                      11 7 . 0 0                                                                            11 7 . 0 0                                                2, 2 2 3 . 5 4                                                                                            0 ( 2 , 1 0 6 . 5 4 )                 10 0 ‐51 6 0 ‐40 ‐01                                                      He a l t h / D e n t a l  In s u r a n c e                54 , 5 7 9 . 0 0                                                                54 , 5 7 9 . 0 0                                      41 , 0 0 7 . 8 3                        5, 2 1 4 . 0 4                                                                75.135 1 3 , 5 7 1 . 1 7                10 0 ‐51 6 5 ‐40 ‐01                                                      De n t a l  In s u r a n c e                              3, 1 7 5 . 0 0                                                                      3, 1 7 5 . 0 0                                          2, 6 5 9 . 8 6                            35 2 . 1 8                                                                      83.775 5 1 5 . 1 4                      10 0 ‐51 7 0 ‐40 ‐01                                                      Li f e  In s u r a n c e                                  1, 0 4 3 . 0 0                                                                      1, 0 4 3 . 0 0                                          81 9 . 7 8                                  10 2 . 4 4                                                                      78.598 2 2 3 . 2 2                      10 0 ‐51 7 5 ‐40 ‐01                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    3, 0 3 6 . 0 0                                                                      3, 0 3 6 . 0 0                                          2, 5 9 1 . 6 4                                                                                            85.364 4 4 4 . 3 6                      10 0 ‐51 8 0 ‐40 ‐01                                                      TM R S  Ex p e n s e                                      96 , 5 6 1 . 2 3                                                                96 , 5 6 1 . 2 3                                      61 , 3 8 9 . 9 0                        6, 8 2 0 . 3 5                                                                63.576 3 5 , 1 7 1 . 3 3                10 0 ‐51 8 5 ‐40 ‐01                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   1, 4 0 9 . 2 8                                                                      1, 4 0 9 . 2 8                                          79 3 . 2 1                                  58 2 . 3 7                                                                      56.285 6 1 6 . 0 7                      10 0 ‐51 8 6 ‐40 ‐01                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                                                                                                                      0 1 0 , 0 0 0 . 0 0                10 0 ‐51 9 0 ‐40 ‐01                                                      Co n t r a c t  La b o r                                  1, 0 4 0 . 0 0                                                                      1, 0 4 0 . 0 0                                          92 0 . 0 0                                  16 0 . 0 0                                                                      88.462 1 2 0 . 0 0                      10 0 ‐51 9 1 ‐40 ‐01                                                      Hi r i n g  Co s t                                        10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   96 9 , 5 8 2 . 9 8                                                           96 9 , 5 8 2 . 9 8                                  65 0 , 9 5 8 . 8 8                    72 , 2 6 1 . 0 3                                                          67.138 3 1 8 , 6 2 4 . 1 0              10 0 ‐52 1 0 ‐40 ‐01                                                      Su p p l i e s                                              8, 1 3 5 . 0 0                                                                      8, 1 3 5 . 0 0                                          3, 4 7 5 . 4 8                            32 4 . 6 1                                                                      42.723 4 , 6 5 9 . 5 2                   10 0 ‐52 1 2 ‐40 ‐01                                                      Bu i l d i n g  Su p p l i e s                            50 0 . 0 0                                                                            50 0 . 0 0                                                20 3 . 0 4                                                                                                  40.608 2 9 6 . 9 6                      10 0 ‐52 2 0 ‐40 ‐01                                                      Of f i c e  Eq u i p m e n t                              9, 1 0 0 . 0 0                                                                      9, 1 0 0 . 0 0                                          5, 1 8 5 . 9 0                            77 6 . 0 6                                                                      56.988 3 , 9 1 4 . 1 0                   10 0 ‐52 3 0 ‐40 ‐01                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            51 , 8 6 5 . 0 0                                                                51 , 8 6 5 . 0 0                                      50 , 8 1 5 . 0 0                                                                                        97.976 1 , 0 5 0 . 0 0                   10 0 ‐52 4 0 ‐40 ‐01                                                      Po s t a g e  an d  De l i v e r y                      50 . 0 0                                                                                50 . 0 0                                                      13 . 0 0                                        0. 9 3                                                                              26 37.00                        10 0 ‐52 5 0 ‐40 ‐01                                                      Pu b l i c a t i o n s                                      3, 5 0 0 . 0 0                                                                      3, 5 0 0 . 0 0                                          2, 1 5 9 . 2 3                            21 6 . 2 5                                                                      61.692 1 , 3 4 0 . 7 7                   10 0 ‐52 8 0 ‐40 ‐01                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          75 2 . 5 5                                                                                                  75.255 2 4 7 . 4 5                       Su b t o t a l  ob j e c t  ‐   05   74 , 1 5 0 . 0 0                                                                74 , 1 5 0 . 0 0                                      62 , 6 0 4 . 2 0                        1, 3 1 7 . 8 5                                                                84.429 1 1 , 5 4 5 . 8 0                10 0 ‐53 3 0 ‐40 ‐01                                                      Co p i e r  Ex p e n s e                                  4, 1 4 4 . 9 2                                                                      4, 1 4 4 . 9 2                                          2, 1 4 5 . 3 7                            25 1 . 4 8                                                                      51.759 1 , 9 9 9 . 5 5                   10 0 ‐53 4 0 ‐40 ‐01                                                      Bu i l d i n g  Re p a i r s                              49 , 1 1 0 . 0 0                                (2 , 1 6 0 . 0 0 )                                46 , 9 5 0 . 0 0                                      20 , 7 2 5 . 5 0                        2, 6 8 5 . 6 4                                84 2 . 7 0                                        44.144 2 5 , 3 8 1 . 8 0                10 0 ‐53 5 0 ‐40 ‐01                                                      Ve h i c l e  Ex p e n s e                                4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          3, 7 0 8 . 1 9                            14 . 9 3                                                                          92.705 2 9 1 . 8 1                      10 0 ‐53 5 2 ‐40 ‐01                                                      Fu e l                                                      6, 5 0 0 . 0 0                                                                      6, 5 0 0 . 0 0                                          3, 0 8 0 . 8 9                                                                                            47.398 3 , 4 1 9 . 1 1                   10 0 ‐53 5 3 ‐40 ‐01                                                      Oi l / G r e a s e / I n s p e c t i o n s                  1, 3 2 0 . 0 0                                                                      1, 3 2 0 . 0 0                                          30 2 . 6 3                                  56 . 6 9                                                                          22.927 1 , 0 1 7 . 3 7                    Su b t o t a l  ob j e c t  ‐   05   65 , 0 7 4 . 9 2                                (2 , 1 6 0 . 0 0 )                                62 , 9 1 4 . 9 2                                      29 , 9 6 2 . 5 8                        3, 0 0 8 . 7 4                                84 2 . 7 0                                        47.624 3 2 , 1 0 9 . 6 4                10 0 ‐54 0 0 ‐40 ‐01                                                      Un i f o r m  Ex p e n s e                                1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          92 2 . 2 3                                                                                                  61.482 5 7 7 . 7 7                      10 0 ‐54 1 0 ‐40 ‐01                                                      Pr o f e s s i o n a l  Se r v i c e s                    27 1 , 0 0 0 . 0 0                            (1 2 , 0 0 0 . 0 0 )                          25 9 , 0 0 0 . 0 0                                  1, 2 3 0 . 4 4                                                            24 9 , 7 6 9 . 5 6                        0.475 8 , 0 0 0 . 0 0                   10 0 ‐54 1 8 ‐40 ‐01                                                      IT  Fe e s                                                3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                                                                                                                          0 3 , 0 0 0 . 0 0                   10 0 ‐54 3 0 ‐40 ‐01                                                      Le g a l  Fe e s                                          50 0 . 0 0                                                                            50 0 . 0 0                                                15 2 . 0 0                                  76 . 0 0                                                                          30.4 3 4 8 . 0 0                      10 0 ‐54 6 5 ‐40 ‐01                                                      Pu b l i c  Re l a t i o n s                              50 0 . 0 0                                                                            50 0 . 0 0                                                22 5 . 0 0                                                                                                  45 2 7 5 . 0 0                      10 0 ‐54 7 5 ‐40 ‐01                                                      Cr e d i t  Ca r d  Fe e s                                                                                                                             4, 6 8 5 . 5 8                            46 5 . 7 7                                                                      0 ( 4 , 6 8 5 . 5 8 )                 10 0 ‐54 8 0 ‐40 ‐01                                                      Co n t r a c t e d  Se r v i c e s                        3, 7 8 0 . 0 0                                                                      3, 7 8 0 . 0 0                                          10 0 . 0 0                                                                                                  2.646 3 , 6 8 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   28 0 , 2 8 0 . 0 0                            (1 2 , 0 0 0 . 0 0 )                          26 8 , 2 8 0 . 0 0                                  7, 3 1 5 . 2 5                            54 1 . 7 7                                      24 9 , 7 6 9 . 5 6                        2.727 1 1 , 1 9 5 . 1 9                10 0 ‐55 2 0 ‐40 ‐01                                                      Te l e p h o n e s                                          4, 5 2 5 . 0 0                                      (1 , 5 8 5 . 0 0 )                                2, 9 4 0 . 0 0                                          80 5 . 4 0                                  51 . 5 0                                                                          27.395 2 , 1 3 4 . 6 0                   10 0 ‐55 2 5 ‐40 ‐01                                                      El e c t r i c i t y                                        7, 2 0 0 . 0 0                                                                      7, 2 0 0 . 0 0                                          97 9 . 5 3                                  66 . 5 0                                                                          13.605 6 , 2 2 0 . 4 7                   10 0 ‐55 2 6 ‐40 ‐01                                                      Da t a  Ne t w o r k                                      3, 5 6 0 . 0 0                                                                      3, 5 6 0 . 0 0                                          2, 3 3 6 . 9 0                            30 3 . 9 2                                                                      65.643 1 , 2 2 3 . 1 0                   10 0 ‐55 3 0 ‐40 ‐01                                                      Tr a v e l                                                  2, 4 0 0 . 0 0                                                                      2, 4 0 0 . 0 0                                          12 0 . 0 0                                                                                                  5 2 , 2 8 0 . 0 0                   10 0 ‐55 3 3 ‐40 ‐01                                                      Mi l e a g e  Ex p e n s e                                1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          44 6 . 8 8                                  41 5 . 3 4                                                                      44.688 5 5 3 . 1 2                      10 0 ‐55 3 6 ‐40 ‐01                                                      Tr a i n i n g / S e m i n a r s                            14 , 1 3 5 . 0 0                                                                14 , 1 3 5 . 0 0                                      4, 5 7 6 . 4 0                            2, 5 3 8 . 0 0                                                                32.376 9 , 5 5 8 . 6 0                    Su b t o t a l  ob j e c t  ‐   05   32 , 8 2 0 . 0 0                                (1 , 5 8 5 . 0 0 )                                31 , 2 3 5 . 0 0                                      9, 2 6 5 . 1 1                            3, 3 7 5 . 2 6                                                                29.663 2 1 , 9 6 9 . 8 9                29 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐56 2 0 ‐40 ‐01                                                      To o l s  & Eq u i p m e n t                            60 0 . 0 0                                                                            60 0 . 0 0                                                19 7 . 1 4                                                                                                  32.857 4 0 2 . 8 6                      10 0 ‐56 3 0 ‐40 ‐01                                                      Sa f e t y  Eq u i p m e n t                              1, 0 2 0 . 0 0                                                                      1, 0 2 0 . 0 0                                          1, 1 5 6 . 9 4                            83 9 . 9 4                                                                      113.425 ( 1 3 6 . 9 4 )                     10 0 ‐56 4 0 ‐40 ‐01                                                      Si g n s  & Ha r d w a r e                                                              2, 1 6 0 . 0 0                                  2, 1 6 0 . 0 0                                          1, 6 8 2 . 2 0                                                                                            77.88 4 7 7 . 8 0                       Su b t o t a l  ob j e c t  ‐   05   1, 6 2 0 . 0 0                                      2, 1 6 0 . 0 0                                  3, 7 8 0 . 0 0                                          3, 0 3 6 . 2 8                            83 9 . 9 4                                                                      80.325 7 4 3 . 7 2                      10 0 ‐61 6 0 ‐40 ‐01                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Ve h i c l e s   21 , 0 0 0 . 0 0                                17 , 4 3 6 . 0 0                              38 , 4 3 6 . 0 0                                      37 , 0 0 9 . 0 8                                                                                        96.288 1 , 4 2 6 . 9 2                    Su b t o t a l  ob j e c t  ‐   06   21 , 0 0 0 . 0 0                                17 , 4 3 6 . 0 0                              38 , 4 3 6 . 0 0                                      37 , 0 0 9 . 0 8                                                                                        96.288 1 , 4 2 6 . 9 2                   Pr o g r a m  nu m b e r :        1    IN S P E C T I O N S                                        1, 4 4 4 , 5 2 7 . 9 0                      3, 8 5 1 . 0 0                                  1, 4 4 8 , 3 7 8 . 9 0                          80 0 , 1 5 1 . 3 8                    81 , 3 4 4 . 5 9                          25 0 , 6 1 2 . 2 6                        55.245 3 9 7 , 6 1 5 . 2 6              10 0 ‐51 1 0 ‐40 ‐02                                                      Sa l a r i e s  & Wa g e s                              50 , 7 2 0 . 0 0                                                                50 , 7 2 0 . 0 0                                      36 , 6 2 1 . 6 2                        3, 8 8 3 . 2 0                                                                72.204 1 4 , 0 9 8 . 3 8                10 0 ‐51 1 5 ‐40 ‐02                                                      Sa l a r i e s  ‐   Ov e r t i m e                        82 8 . 0 0                                                                            82 8 . 0 0                                                                                                                                                0 8 2 8 . 0 0                      10 0 ‐51 4 0 ‐40 ‐02                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              32 5 . 0 0                                                                            32 5 . 0 0                                                32 5 . 0 0                                                                                                  100                  10 0 ‐51 4 5 ‐40 ‐02                                                      So c i a l  Se c u r i t y  Ex p e n s e                3, 2 1 6 . 0 0                                                                      3, 2 1 6 . 0 0                                          2, 1 2 7 . 0 0                            20 7 . 4 7                                                                      66.138 1 , 0 8 9 . 0 0                   10 0 ‐51 5 0 ‐40 ‐02                                                      Me d i c a r e  Ex p e n s e                              75 2 . 0 0                                                                            75 2 . 0 0                                                49 7 . 4 4                                  48 . 5 2                                                                          66.149 2 5 4 . 5 6                      10 0 ‐51 5 5 ‐40 ‐02                                                      SU T A  Ex p e n s e                                      9. 0 0                                                                                    9. 0 0                                                          17 1 . 0 0                                                                                                  0 ( 1 6 2 . 0 0 )                     10 0 ‐51 6 0 ‐40 ‐02                                                      He a l t h / D e n t a l  In s u r a n c e                3, 3 8 9 . 0 0                                                                      3, 3 8 9 . 0 0                                          4, 0 4 7 . 9 5                            66 6 . 5 0                                                                      119.44 4 (658.95)                    10 0 ‐51 6 5 ‐40 ‐02                                                      De n t a l  In s u r a n c e                              35 3 . 0 0                                                                            35 3 . 0 0                                                26 5 . 5 9                                  34 . 4 4                                                                          75.238 87.41                        10 0 ‐51 7 0 ‐40 ‐02                                                      Li f e  In s u r a n c e                                  95 . 0 0                                                                                95 . 0 0                                                      66 . 9 8                                        7. 8 8                                                                              70.505 28.02                        10 0 ‐51 7 5 ‐40 ‐02                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    24 4 . 0 0                                                                            24 4 . 0 0                                                19 7 . 1 2                                                                                                  80.787 46.88                        10 0 ‐51 8 0 ‐40 ‐02                                                      TM R S  Ex p e n s e                                      6, 7 4 4 . 0 0                                                                      6, 7 4 4 . 0 0                                          4, 5 1 1 . 5 8                            48 0 . 3 5                                                                      66.898 2 , 2 3 2 . 4 2                   10 0 ‐51 8 5 ‐40 ‐02                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   99 . 0 0                                                                                99 . 0 0                                                      58 . 6 7                                        43 . 9 1                                                                          59.263 40.33                        10 0 ‐51 8 6 ‐40 ‐02                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   75 0 . 0 0                                                                            75 0 . 0 0                                                                                                                                                0 7 5 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   67 , 5 2 4 . 0 0                                                                67 , 5 2 4 . 0 0                                      48 , 8 8 9 . 9 5                        5, 3 7 2 . 2 7                                                                72.404 1 8 , 6 3 4 . 0 5                10 0 ‐52 1 0 ‐40 ‐02                                                      Su p p l i e s                                              20 0 . 0 0                                                                            20 0 . 0 0                                                14 5 . 6 3                                                                                                  72.815 54.37                        10 0 ‐52 3 0 ‐40 ‐02                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            39 0 . 0 0                                                                            39 0 . 0 0                                                32 2 . 4 1                                                                                                  82.669 67.59                        10 0 ‐52 4 0 ‐40 ‐02                                                      Po s t a g e  an d  De l i v e r y                      40 0 . 0 0                                                                            40 0 . 0 0                                                26 2 . 0 6                                  34 . 1 4                                                                          65.515 1 3 7 . 9 4                      10 0 ‐52 8 0 ‐40 ‐02                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            70 0 . 0 0                                                                            70 0 . 0 0                                                10 0 . 0 0                                                                                                  14.286 6 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   1, 6 9 0 . 0 0                                                                      1, 6 9 0 . 0 0                                          83 0 . 1 0                                  34 . 1 4                                                                          49.118 8 5 9 . 9 0                      10 0 ‐53 5 0 ‐40 ‐02                                                      Ve h i c l e  Ex p e n s e                                1, 2 5 0 . 0 0                                                                      1, 2 5 0 . 0 0                                          1, 0 3 8 . 4 4                            20 5 . 0 0                                                                      83.075 2 1 1 . 5 6                      10 0 ‐53 5 2 ‐40 ‐02                                                      Fu e l                                                      80 0 . 0 0                                                                            80 0 . 0 0                                                31 6 . 5 7                                                                                                  39.571 4 8 3 . 4 3                      10 0 ‐53 5 3 ‐40 ‐02                                                      Oi l / G r e a s e / I n s p e c t i o n s                  10 0 . 0 0                                                                            10 0 . 0 0                                                58 . 4 8                                        25 . 5 0                                                                          58.48 41.52                         Su b t o t a l  ob j e c t  ‐   05   2, 1 5 0 . 0 0                                                                      2, 1 5 0 . 0 0                                          1, 4 1 3 . 4 9                            23 0 . 5 0                                                                      65.744 7 3 6 . 5 1                      10 0 ‐54 0 0 ‐40 ‐02                                                      Un i f o r m  Ex p e n s e                                20 0 . 0 0                                                                            20 0 . 0 0                                                12 2 . 5 0                                                                                                  61.25 77.50                        10 0 ‐54 1 0 ‐40 ‐02                                                      PR O F E S S I O N A L  SE R V I C E S                                                   12 , 0 0 0 . 0 0                              12 , 0 0 0 . 0 0                                                                                                                                      0 1 2 , 0 0 0 . 0 0                10 0 ‐54 3 0 ‐40 ‐02                                                      Le g a l  Fe e s                                          50 0 . 0 0                                                                            50 0 . 0 0                                                2, 2 9 5 . 0 9                            95 . 0 0                                                                          459.018 ( 1 , 7 9 5 . 0 9 )                 10 0 ‐54 3 5 ‐40 ‐02                                                      Le g a l  No t i c e s / F i l i n g s                    15 0 . 0 0                                                                            15 0 . 0 0                                                23 9 . 3 8                                                                                                  159.587 (89.38)                      10 0 ‐54 8 0 ‐40 ‐02                                                      Co n t r a c t e d  Se r v i c e s                        86 , 6 5 0 . 0 0                                                                86 , 6 5 0 . 0 0                                      50 , 9 6 4 . 5 0                        1, 6 6 5 . 0 0                                13 , 8 4 6 . 5 0                            58.817 2 1 , 8 3 9 . 0 0                 Su b t o t a l  ob j e c t  ‐   05   87 , 5 0 0 . 0 0                                12 , 0 0 0 . 0 0                              99 , 5 0 0 . 0 0                                      53 , 6 2 1 . 4 7                        1, 7 6 0 . 0 0                                13 , 8 4 6 . 5 0                            53.891 3 2 , 0 3 2 . 0 3                10 0 ‐55 2 0 ‐40 ‐02                                                      Te l e p h o n e s                                          48 0 . 0 0                                            (2 2 5 . 0 0 )                                      25 5 . 0 0                                                11 0 . 2 6                                  15 . 6 1                                                                          43.239 1 4 4 . 7 4                      10 0 ‐55 2 6 ‐40 ‐02                                                      Da t a  Ne t w o r k                                      48 0 . 0 0                                                                            48 0 . 0 0                                                51 3 . 9 2                                  37 . 9 9                                                                          107.067 (33.92)                      10 0 ‐55 3 0 ‐40 ‐02                                                      Tr a v e l                                                  25 0 . 0 0                                                                            25 0 . 0 0                                                                                                                                                0 2 5 0 . 0 0                      10 0 ‐55 3 6 ‐40 ‐02                                                      Tr a i n i n g / S e m i n a r s                            30 0 . 0 0                                                                            30 0 . 0 0                                                32 4 . 1 4                                  12 0 . 0 0                                                                      108.047 (24.14)                       Su b t o t a l  ob j e c t  ‐   05   1, 5 1 0 . 0 0                                      (2 2 5 . 0 0 )                                      1, 2 8 5 . 0 0                                          94 8 . 3 2                                  17 3 . 6 0                                                                      73.799 3 3 6 . 6 8                      10 0 ‐56 0 0 ‐40 ‐02                                                      Sp e c i a l  Ev e n t s                                  25 0 . 0 0                                                                            25 0 . 0 0                                                                                                                                                0 2 5 0 . 0 0                      10 0 ‐56 2 0 ‐40 ‐02                                                      To o l s  & Eq u i p m e n t                            20 0 . 0 0                                                                            20 0 . 0 0                                                24 5 . 1 4                                                                                                  122.57 (45.14)                      10 0 ‐56 4 0 ‐40 ‐02                                                      Si g n s  & Ha r d w a r e                              1, 4 5 0 . 0 0                                                                      1, 4 5 0 . 0 0                                          1, 4 0 6 . 0 1                                                                                            96.966 4 3 . 9 9                         Su b t o t a l  ob j e c t  ‐   05   1, 9 0 0 . 0 0                                                                      1, 9 0 0 . 0 0                                          1, 6 5 1 . 1 5                                                                                            86.903 2 4 8 . 8 5                      Pr o g r a m  nu m b e r :        2    CO D E  CO M P L I A N C E                                16 2 , 2 7 4 . 0 0                            11 , 7 7 5 . 0 0                              17 4 , 0 4 9 . 0 0                                  10 7 , 3 5 4 . 4 8                    7, 5 7 0 . 5 1                                13 , 8 4 6 . 5 0                            61.681 5 2 , 8 4 8 . 0 2                10 0 ‐51 1 0 ‐40 ‐03                                                      Sa l a r i e s  & Wa g e s                              27 3 , 7 6 2 . 0 0                                                           27 3 , 7 6 2 . 0 0                                  20 0 , 9 9 5 . 1 8                    21 , 4 0 5 . 6 2                                                          73.42 7 2 , 7 6 6 . 8 2                10 0 ‐51 1 5 ‐40 ‐03                                                      Sa l a r i e s  ‐   Ov e r t i m e                        1, 2 1 9 . 0 0                                                                      1, 2 1 9 . 0 0                                          1, 0 1 0 . 8 8                            26 7 . 2 2                                                                      82.927 2 0 8 . 1 2                      10 0 ‐51 2 6 ‐40 ‐03                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            4, 3 3 9 . 0 0                                                                      4, 3 3 9 . 0 0                                          2, 7 2 1 . 4 2                            1, 4 3 2 . 2 4                                                                62.72 1 , 6 1 7 . 5 8                   10 0 ‐51 4 0 ‐40 ‐03                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              80 0 . 0 0                                                                            80 0 . 0 0                                                74 5 . 0 0                                                                                                  93.125 55.00                        10 0 ‐51 4 3 ‐40 ‐03                                                      Ce l l  Ph o n e  Al l o w a n c e                      3, 2 4 0 . 0 0                                                                      3, 2 4 0 . 0 0                                          1, 8 9 0 . 0 0                            21 0 . 0 0                                                                      58.333 1 , 3 5 0 . 0 0                   10 0 ‐51 4 5 ‐40 ‐03                                                      So c i a l  Se c u r i t y  Ex p e n s e                17 , 5 6 8 . 0 0                                                                17 , 5 6 8 . 0 0                                      12 , 0 9 9 . 0 5                        1, 3 5 7 . 1 8                                                                68.87 5 , 4 6 8 . 9 5                   30 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐51 5 0 ‐40 ‐03                                                      Me d i c a r e  Ex p e n s e                              4, 1 0 9 . 0 0                                                                      4, 1 0 9 . 0 0                                          2, 8 2 9 . 6 0                            31 7 . 4 0                                                                      68.863 1 , 2 7 9 . 4 0                   10 0 ‐51 5 5 ‐40 ‐03                                                      SU T A  Ex p e n s e                                      36 . 0 0                                                                                36 . 0 0                                                      68 6 . 2 3                                                                                                  0 ( 6 5 0 . 2 3 )                     10 0 ‐51 6 0 ‐40 ‐03                                                      He a l t h / D e n t a l  In s u r a n c e                29 , 2 4 0 . 0 0                                                                29 , 2 4 0 . 0 0                                      24 , 7 2 3 . 7 0                        2, 5 5 9 . 7 0                                                                84.554 4 , 5 1 6 . 3 0                   10 0 ‐51 6 5 ‐40 ‐03                                                      De n t a l  In s u r a n c e                              1, 4 1 1 . 0 0                                                                      1, 4 1 1 . 0 0                                          1, 1 0 1 . 3 6                            14 0 . 9 6                                                                      78.055 3 0 9 . 6 4                      10 0 ‐51 7 0 ‐40 ‐03                                                      Li f e  In s u r a n c e                                  54 3 . 0 0                                                                            54 3 . 0 0                                                32 4 . 5 8                                  34 . 8 8                                                                          59.775 2 1 8 . 4 2                      10 0 ‐51 7 5 ‐40 ‐03                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    58 3 . 0 0                                                                            58 3 . 0 0                                                56 6 . 2 6                                                                                                  97.129 16.74                        10 0 ‐51 8 0 ‐40 ‐03                                                      TM R S  Ex p e n s e                                      36 , 8 3 7 . 0 0                                                                36 , 8 3 7 . 0 0                                      25 , 4 3 2 . 2 4                        2, 9 0 1 . 2 9                                                                69.04 1 1 , 4 0 4 . 7 6                10 0 ‐51 8 5 ‐40 ‐03                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   53 8 . 0 0                                                                            53 8 . 0 0                                                32 2 . 0 4                                  24 0 . 7 2                                                                      59.859 2 1 5 . 9 6                      10 0 ‐51 8 6 ‐40 ‐03                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   4, 5 0 0 . 0 0                                                                      4, 5 0 0 . 0 0                                          1, 0 8 4 . 9 6                            13 9 . 1 6                                                                      24.11 3 , 4 1 5 . 0 4                   10 0 ‐51 9 0 ‐40 ‐03                                                      Co n t r a c t  La b o r                                  1, 1 0 0 . 0 0                                                                      1, 1 0 0 . 0 0                                          92 0 . 0 0                                  16 0 . 0 0                                                                      83.636 1 8 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   37 9 , 8 2 5 . 0 0                                                           37 9 , 8 2 5 . 0 0                                  27 7 , 4 5 2 . 5 0                    31 , 1 6 6 . 3 7                                                          73.047 1 0 2 , 3 7 2 . 5 0              10 0 ‐52 1 0 ‐40 ‐03                                                      Su p p l i e s                                              4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          2, 3 0 6 . 6 0                                                                                            57.665 1 , 6 9 3 . 4 0                   10 0 ‐52 1 2 ‐40 ‐03                                                      Bu i l d i n g  Su p p l i e s                            1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          25 9 . 6 1                                  16 4 . 6 4                                                                      25.961 7 4 0 . 3 9                      10 0 ‐52 2 0 ‐40 ‐03                                                      Of f i c e  Eq u i p m e n t                              1, 8 0 0 . 0 0                                                                      1, 8 0 0 . 0 0                                          1, 2 4 8 . 1 7                                                                                            69.343 5 5 1 . 8 3                      10 0 ‐52 3 0 ‐40 ‐03                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            1, 8 8 0 . 0 0                                                                      1, 8 8 0 . 0 0                                          1, 4 6 5 . 0 0                                                                                            77.926 4 1 5 . 0 0                      10 0 ‐52 4 0 ‐40 ‐03                                                      Po s t a g e  an d  De l i v e r y                      25 0 . 0 0                                                                            25 0 . 0 0                                                29 7 . 7 8                                  24 . 1 8                                                                          119.112 ( 4 7 . 7 8 )                       10 0 ‐52 8 0 ‐40 ‐03                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            30 0 . 0 0                                                                            30 0 . 0 0                                                25 7 . 7 5                                                                                                  85.917 4 2 . 2 5                         Su b t o t a l  ob j e c t  ‐   05   9, 2 3 0 . 0 0                                                                      9, 2 3 0 . 0 0                                          5, 8 3 4 . 9 1                            18 8 . 8 2                                                                      63.217 3 , 3 9 5 . 0 9                   10 0 ‐53 3 0 ‐40 ‐03                                                      Co p i e r  Ex p e n s e                                  2, 3 8 0 . 0 0                                      (1 , 6 1 8 . 0 0 )                                76 2 . 0 0                                                56 0 . 8 5                                  64 . 1 2                                                                          73.602 2 0 1 . 1 5                      10 0 ‐53 4 0 ‐40 ‐03                                                      Bu i l d i n g  Re p a i r s                              41 0 . 0 0                                                                            41 0 . 0 0                                                                                                                                                0 4 1 0 . 0 0                      10 0 ‐53 5 2 ‐40 ‐03                                                      Fu e l                                                                                                                                                      9. 2 2                                                                                                            0 ( 9 . 2 2 )                          Su b t o t a l  ob j e c t  ‐   05   2, 7 9 0 . 0 0                                      (1 , 6 1 8 . 0 0 )                                1, 1 7 2 . 0 0                                          57 0 . 0 7                                  64 . 1 2                                                                          48.641 6 0 1 . 9 3                      10 0 ‐54 0 0 ‐40 ‐03                                                      Un i f o r m  Ex p e n s e                                30 0 . 0 0                                                                            30 0 . 0 0                                                23 8 . 8 3                                                                                                  79.61 61.17                        10 0 ‐54 1 0 ‐40 ‐03                                                      Pr o f e s s i o n a l  Se r v i c e s                    83 , 5 0 0 . 0 0                                                                83 , 5 0 0 . 0 0                                      54 , 1 0 0 . 0 0                        13 , 5 2 5 . 0 0                                                          64.79 2 9 , 4 0 0 . 0 0                10 0 ‐54 1 8 ‐40 ‐03                                                      IT  Fe e s                                                63 0 . 0 0                                            (1 3 0 . 0 0 )                                      50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐54 1 9 ‐40 ‐03                                                      IT  Li c e n s e s                                        3, 5 0 0 . 0 0                                                                      3, 5 0 0 . 0 0                                          3, 4 9 1 . 4 0                                                                                            99.754 8 . 6 0                          10 0 ‐54 3 0 ‐40 ‐03                                                      Le g a l  Fe e s                                          32 , 0 0 0 . 0 0                                20 , 0 0 0 . 0 0                              52 , 0 0 0 . 0 0                                      12 , 2 6 1 . 3 1                        1, 1 0 2 . 0 0                                                                23.579 3 9 , 7 3 8 . 6 9                10 0 ‐54 3 5 ‐40 ‐03                                                      Le g a l  No t i c e s / F i l i n g s                    3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          65 . 7 5                                                                                                        2.192 2 , 9 3 4 . 2 5                    Su b t o t a l  ob j e c t  ‐   05   12 2 , 9 3 0 . 0 0                            19 , 8 7 0 . 0 0                              14 2 , 8 0 0 . 0 0                                  70 , 1 5 7 . 2 9                        14 , 6 2 7 . 0 0                                                          49.13 7 2 , 6 4 2 . 7 1                10 0 ‐55 2 0 ‐40 ‐03                                                      Te l e p h o n e s                                          51 0 . 0 0                                            (4 5 5 . 0 0 )                                      55 . 0 0                                                      29 1 . 0 7                                                                                                  529.218 ( 2 3 6 . 0 7 )                     10 0 ‐55 2 6 ‐40 ‐03                                                      Da t a  Ne t w o r k                                      1, 6 8 5 . 0 0                                                                      1, 6 8 5 . 0 0                                          1, 0 0 1 . 2 3                            13 5 . 8 9                                                                      59.42 6 8 3 . 7 7                      10 0 ‐55 3 0 ‐40 ‐03                                                      Tr a v e l                                                  3, 3 8 5 . 0 0                                                                      3, 3 8 5 . 0 0                                          2, 1 7 7 . 0 3                            59 3 . 3 8                                                                      64.314 1 , 2 0 7 . 9 7                   10 0 ‐55 3 3 ‐40 ‐03                                                      Mi l e a g e  Ex p e n s e                                80 0 . 0 0                                                                            80 0 . 0 0                                                48 5 . 8 2                                                                                                  60.728 3 1 4 . 1 8                      10 0 ‐55 3 6 ‐40 ‐03                                                      Tr a i n i n g / S e m i n a r s                            4, 9 0 0 . 0 0                                                                      4, 9 0 0 . 0 0                                          2, 6 5 5 . 5 6                            32 5 . 0 0                                                                      54.195 2 , 2 4 4 . 4 4                    Su b t o t a l  ob j e c t  ‐   05   11 , 2 8 0 . 0 0                                (4 5 5 . 0 0 )                                      10 , 8 2 5 . 0 0                                      6, 6 1 0 . 7 1                            1, 0 5 4 . 2 7                                                                61.069 4 , 2 1 4 . 2 9                   Pr o g r a m  nu m b e r :        3    PL A N N I N G                                              52 6 , 0 5 5 . 0 0                            17 , 7 9 7 . 0 0                              54 3 , 8 5 2 . 0 0                                  36 0 , 6 2 5 . 4 8                    47 , 1 0 0 . 5 8                                                          66.309 1 8 3 , 2 2 6 . 5 2              De p a r t m e n t  nu m b e r :      40    DE V E L O P M E N T  SE R V I C E S                      2, 1 3 2 , 8 5 6 . 9 0                      33 , 4 2 3 . 0 0                              2, 1 6 6 , 2 7 9 . 9 0                          1, 2 6 8 , 1 3 1 . 3 4            13 6 , 0 1 5 . 6 8                      26 4 , 4 5 8 . 7 6                        58.54 6 3 3 , 6 8 9 . 8 0              10 0 ‐51 1 0 ‐50 ‐01                                                      Sa l a r i e s  & Wa g e s                              14 0 , 2 3 8 . 0 0                                                           14 0 , 2 3 8 . 0 0                                  99 , 0 4 2 . 2 4                        12 , 1 1 6 . 6 2                                                          70.624 4 1 , 1 9 5 . 7 6                10 0 ‐51 1 5 ‐50 ‐01                                                      Sa l a r i e s  ‐   Ov e r t i m e                        4, 9 2 0 . 0 0                                                                      4, 9 2 0 . 0 0                                          1, 7 9 6 . 4 8                            12 6 . 5 6                                                                      36.514 3 , 1 2 3 . 5 2                   10 0 ‐51 4 0 ‐50 ‐01                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              1, 2 4 0 . 0 0                                                                      1, 2 4 0 . 0 0                                          1, 2 4 0 . 0 0                                                                                            100                  10 0 ‐51 4 5 ‐50 ‐01                                                      So c i a l  Se c u r i t y  Ex p e n s e                9, 0 7 6 . 4 0                                                                      9, 0 7 6 . 4 0                                          5, 9 5 0 . 7 9                            69 8 . 5 8                                                                      65.563 3 , 1 2 5 . 6 1                   10 0 ‐51 5 0 ‐50 ‐01                                                      Me d i c a r e  Ex p e n s e                              2, 1 2 2 . 9 0                                                                      2, 1 2 2 . 9 0                                          1, 3 9 1 . 7 3                            16 3 . 3 8                                                                      65.558 7 3 1 . 1 7                      10 0 ‐51 5 5 ‐50 ‐01                                                      SU T A  Ex p e n s e                                      27 . 0 0                                                                                27 . 0 0                                                      50 7 . 4 8                                                                                                  0 ( 4 8 0 . 4 8 )                     10 0 ‐51 6 0 ‐50 ‐01                                                      He a l t h / D e n t a l  In s u r a n c e                17 , 5 7 7 . 0 0                                                                17 , 5 7 7 . 0 0                                      13 , 6 3 8 . 7 5                        1, 7 8 4 . 3 6                                                                77.594 3 , 9 3 8 . 2 5                   10 0 ‐51 6 5 ‐50 ‐01                                                      De n t a l  In s u r a n c e                              1, 0 5 8 . 0 0                                                                      1, 0 5 8 . 0 0                                          67 2 . 2 4                                  10 2 . 2 2                                                                      63.539 3 8 5 . 7 6                      10 0 ‐51 7 0 ‐50 ‐01                                                      Li f e  In s u r a n c e                                  19 2 . 0 0                                                                            19 2 . 0 0                                                16 5 . 4 8                                  23 . 6 4                                                                          86.188 2 6 . 5 2                        10 0 ‐51 7 5 ‐50 ‐01                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    6, 7 8 6 . 0 0                                                                      6, 7 8 6 . 0 0                                          5, 7 8 6 . 9 6                                                                                            85.278 9 9 9 . 0 4                      10 0 ‐51 8 0 ‐50 ‐01                                                      TM R S  Ex p e n s e                                      19 , 1 3 9 . 1 6                                                                19 , 1 3 9 . 1 6                                      12 , 4 8 7 . 7 1                        1, 5 1 4 . 4 8                                                                65.247 6 , 6 5 1 . 4 5                   10 0 ‐51 8 5 ‐50 ‐01                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   27 9 . 0 0                                                                            27 9 . 0 0                                                15 7 . 2 8                                  11 2 . 7 6                                                                      56.373 1 2 1 . 7 2                      10 0 ‐51 8 6 ‐50 ‐01                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   3, 2 5 0 . 0 0                                                                      3, 2 5 0 . 0 0                                                                                                                                          0 3 , 2 5 0 . 0 0                   10 0 ‐51 9 1 ‐50 ‐01                                                      Hi r i n g  Co s t                                        10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   20 6 , 0 0 5 . 4 6                                                           20 6 , 0 0 5 . 4 6                                  14 2 , 8 3 7 . 1 4                    16 , 6 4 2 . 6 0                                                          69.337 6 3 , 1 6 8 . 3 2                31 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐52 1 0 ‐50 ‐01                                                      Su p p l i e s                                              30 0 . 0 0                                                                            30 0 . 0 0                                                                                                                                                0 3 0 0 . 0 0                      10 0 ‐52 2 0 ‐50 ‐01                                                      Of f i c e  Eq u i p m e n t                              2, 6 0 2 . 0 0                                                                      2, 6 0 2 . 0 0                                          1, 8 4 2 . 0 1                                                            1, 3 8 2 . 0 1                                  70.792 ( 6 2 2 . 0 2 )                     10 0 ‐52 3 0 ‐50 ‐01                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      10 0 ‐52 5 0 ‐50 ‐01                                                      Pu b l i c a t i o n s                                      50 . 0 0                                                                                50 . 0 0                                                                                                                                                      0 50.00                         Su b t o t a l  ob j e c t  ‐   05   3, 4 5 2 . 0 0                                                                      3, 4 5 2 . 0 0                                          1, 8 4 2 . 0 1                                                            1, 3 8 2 . 0 1                                  53.361 2 2 7 . 9 8                      10 0 ‐53 1 0 ‐50 ‐01                                                      Re n t a l  Ex p e n s e                                  13 , 0 0 0 . 0 0                                                                13 , 0 0 0 . 0 0                                      11 , 5 4 4 . 9 6                                                                                        88.807 1 , 4 5 5 . 0 4                   10 0 ‐53 2 0 ‐50 ‐01                                                      Re p a i r s  & Ma i n t e n a n c e                    4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          30 5 . 7 7                                                                                                  7.644 3 , 6 9 4 . 2 3                   10 0 ‐53 2 1 ‐50 ‐01                                                      Si g n a l  Li g h t  Re p a i r s                      6, 4 0 0 . 0 0                                                                      6, 4 0 0 . 0 0                                          10 , 9 6 2 . 5 5                        4, 0 3 1 . 0 0                                2, 2 0 6 . 0 0                                  171.29 ( 6 , 7 6 8 . 5 5 )                 10 0 ‐53 4 0 ‐50 ‐01                                                      Bu i l d i n g  Re p a i r s                              2, 5 0 0 . 0 0                                                                      2, 5 0 0 . 0 0                                          11 0 . 0 1                                                                                                  4.4 2 , 3 8 9 . 9 9                   10 0 ‐53 5 0 ‐50 ‐01                                                      Ve h i c l e  Ex p e n s e                                6, 5 0 0 . 0 0                                                                      6, 5 0 0 . 0 0                                          2, 1 9 3 . 2 0                            21 9 . 1 6                                                                      33.742 4 , 3 0 6 . 8 0                   10 0 ‐53 5 2 ‐50 ‐01                                                      Fu e l                                                      4, 6 0 0 . 0 0                                                                      4, 6 0 0 . 0 0                                          1, 5 5 6 . 2 4                                                                                            33.831 3 , 0 4 3 . 7 6                   10 0 ‐53 5 3 ‐50 ‐01                                                      Oi l / G r e a s e / I n s p e c t i o n s                  20 0 . 0 0                                                                            20 0 . 0 0                                                21 4 . 4 1                                  48 . 1 4                                                                          107.205 (14.41)                       Su b t o t a l  ob j e c t  ‐   05   37 , 2 0 0 . 0 0                                                                37 , 2 0 0 . 0 0                                      26 , 8 8 7 . 1 4                        4, 2 9 8 . 3 0                                2, 2 0 6 . 0 0                                  72.277 8 , 1 0 6 . 8 6                   10 0 ‐54 0 0 ‐50 ‐01                                                      Un i f o r m  Ex p e n s e                                3, 6 0 0 . 0 0                                                                      3, 6 0 0 . 0 0                                          81 8 . 9 0                                                                                                  22.747 2 , 7 8 1 . 1 0                   10 0 ‐54 3 0 ‐50 ‐01                                                      Le g a l  Fe e s                                                                                                                                         45 6 . 0 0                                  13 3 . 0 0                                                                      0 ( 4 5 6 . 0 0 )                     10 0 ‐54 8 0 ‐50 ‐01                                                      Co n t r a c t e d  Se r v i c e s                        1, 4 2 3 , 1 4 7 . 0 0                      (1 , 4 0 2 , 3 8 0 . 0 0 )                20 , 7 6 7 . 0 0                                      10 , 9 3 0 . 0 0                                                                                        52.632 9 , 8 3 7 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   1, 4 2 6 , 7 4 7 . 0 0                      (1 , 4 0 2 , 3 8 0 . 0 0 )                24 , 3 6 7 . 0 0                                      12 , 2 0 4 . 9 0                        13 3 . 0 0                                                                      50.088 1 2 , 1 6 2 . 1 0                10 0 ‐55 2 0 ‐50 ‐01                                                      Te l e p h o n e s                                          2, 3 8 0 . 0 0                                                                      2, 3 8 0 . 0 0                                          76 3 . 0 3                                  86 . 4 9                                                                          32.06 1 , 6 1 6 . 9 7                   10 0 ‐55 2 5 ‐50 ‐01                                                      El e c t r i c i t y                                        13 0 , 0 0 0 . 0 0                                                           13 0 , 0 0 0 . 0 0                                  10 9 , 2 2 6 . 2 3                    12 , 3 0 1 . 0 6                                                          84.02 2 0 , 7 7 3 . 7 7                10 0 ‐55 2 6 ‐50 ‐01                                                      Da t a  Ne t w o r k                                      10 0 . 0 0                                                                            10 0 . 0 0                                                73 . 0 3                                        7. 4 8                                                                              73.03 2 6 . 9 7                        10 0 ‐55 3 0 ‐50 ‐01                                                      Tr a v e l                                                  80 0 . 0 0                                                                            80 0 . 0 0                                                                                                                                                0 8 0 0 . 0 0                      10 0 ‐55 3 6 ‐50 ‐01                                                      Tr a i n i n g / S e m i n a r s                            1, 4 0 0 . 0 0                                                                      1, 4 0 0 . 0 0                                          14 1 . 4 8                                                                                                  10.106 1 , 2 5 8 . 5 2                    Su b t o t a l  ob j e c t  ‐   05   13 4 , 6 8 0 . 0 0                                                           13 4 , 6 8 0 . 0 0                                  11 0 , 2 0 3 . 7 7                    12 , 3 9 5 . 0 3                                                          81.826 2 4 , 4 7 6 . 2 3                10 0 ‐56 2 0 ‐50 ‐01                                                      To o l s  & Eq u i p m e n t                            4, 2 0 0 . 0 0                                                                      4, 2 0 0 . 0 0                                          4, 3 6 9 . 1 3                            3, 6 5 1 . 9 6                                                                104.027 ( 1 6 9 . 1 3 )                     10 0 ‐56 3 0 ‐50 ‐01                                                      Sa f e t y  Eq u i p m e n t                              3, 1 0 0 . 0 0                                                                      3, 1 0 0 . 0 0                                          35 9 . 9 9                                                                                                  11.613 2 , 7 4 0 . 0 1                   10 0 ‐56 4 0 ‐50 ‐01                                                      Si g n s  & Ha r d w a r e                              25 , 0 0 0 . 0 0                                11 5 , 0 0 0 . 0 0                        14 0 , 0 0 0 . 0 0                                  26 , 9 8 0 . 1 7                        12 , 2 2 7 . 9 2                          73 , 3 5 2 . 0 0                            19.272 3 9 , 6 6 7 . 8 3                10 0 ‐56 5 0 ‐50 ‐01                                                      Ma i n t e n a n c e  Ma t e r i a l s                    79 , 6 0 0 . 0 0                                (1 0 , 2 1 5 . 0 0 )                          69 , 3 8 5 . 0 0                                      42 , 2 3 3 . 7 3                        5, 7 8 4 . 6 8                                1, 5 5 6 . 4 1                                  60.869 2 5 , 5 9 4 . 8 6                 Su b t o t a l  ob j e c t  ‐   05   11 1 , 9 0 0 . 0 0                            10 4 , 7 8 5 . 0 0                        21 6 , 6 8 5 . 0 0                                  73 , 9 4 3 . 0 2                        21 , 6 6 4 . 5 6                          74 , 9 0 8 . 4 1                            34.125 6 7 , 8 3 3 . 5 7                10 0 ‐61 4 0 ‐50 ‐01                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Eq u i p m e n   12 , 0 0 0 . 0 0                                                                12 , 0 0 0 . 0 0                                      7, 7 7 9 . 2 5                                                                                            64.827 4 , 2 2 0 . 7 5                   10 0 ‐61 6 0 ‐50 ‐01                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Ve h i c l e s   83 , 0 0 0 . 0 0                                                                83 , 0 0 0 . 0 0                                      81 , 1 7 5 . 0 0                                                        50 . 0 0                                            97.801 1 , 7 7 5 . 0 0                    Su b t o t a l  ob j e c t  ‐   06   95 , 0 0 0 . 0 0                                                                95 , 0 0 0 . 0 0                                      88 , 9 5 4 . 2 5                                                        50 . 0 0                                            93.636 5 , 9 9 5 . 7 5                   10 0 ‐71 0 0 ‐50 ‐01                                                      Op e r a t i n g  Tr a n s f e r  Ou t                                                 1, 4 0 2 , 3 8 0 . 0 0                  1, 4 0 2 , 3 8 0 . 0 0                          1, 0 5 1 , 7 8 4 . 9 6            11 6 , 8 6 5 . 0 0                                                     75 3 5 0 , 5 9 5 . 0 4              10 0 ‐71 4 4 ‐50 ‐01                                                      Tr a n s f e r  to  Bo n d  Fu n d                                                   23 , 1 0 5 . 0 0                              23 , 1 0 5 . 0 0                                      23 , 1 0 5 . 0 0                                                                                        100                   Su b t o t a l  ob j e c t  ‐   07                                  1, 4 2 5 , 4 8 5 . 0 0                  1, 4 2 5 , 4 8 5 . 0 0                          1, 0 7 4 , 8 8 9 . 9 6            11 6 , 8 6 5 . 0 0                                                     75.405 3 5 0 , 5 9 5 . 0 4              Pr o g r a m  nu m b e r :        1    ST R E E T S                                                2, 0 1 4 , 9 8 4 . 4 6                      12 7 , 8 9 0 . 0 0                        2, 1 4 2 , 8 7 4 . 4 6                          1, 5 3 1 , 7 6 2 . 1 9            17 1 , 9 9 8 . 4 9                      78 , 5 4 6 . 4 2                            71.482 5 3 2 , 5 6 5 . 8 5              De p a r t m e n t  nu m b e r :      50    PU B L I C  WO R K S                                      2, 0 1 4 , 9 8 4 . 4 6                      12 7 , 8 9 0 . 0 0                        2, 1 4 2 , 8 7 4 . 4 6                          1, 5 3 1 , 7 6 2 . 1 9            17 1 , 9 9 8 . 4 9                      78 , 5 4 6 . 4 2                            71.482 5 3 2 , 5 6 5 . 8 5              10 0 ‐51 1 0 ‐60 ‐01                                                      Sa l a r i e s  & Wa g e s                              22 7 , 6 1 5 . 0 0                                                           22 7 , 6 1 5 . 0 0                                  15 1 , 6 5 2 . 7 0                    18 , 4 1 9 . 8 0                                                          66.627 7 5 , 9 6 2 . 3 0                10 0 ‐51 1 5 ‐60 ‐01                                                      Sa l a r i e s  ‐   Ov e r t i m e                        4, 2 5 0 . 0 0                                                                      4, 2 5 0 . 0 0                                          1, 2 3 4 . 6 7                                                                                            29.051 3 , 0 1 5 . 3 3                   10 0 ‐51 4 0 ‐60 ‐01                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              43 1 . 0 0                                                                            43 1 . 0 0                                                29 5 . 0 0                                                                                                  68.445 1 3 6 . 0 0                      10 0 ‐51 4 1 ‐60 ‐01                                                      Sa l a r i e s  ‐   In c e n t i v e                                                                                                                     23 4 . 3 4                                                                                                  0 ( 2 3 4 . 3 4 )                     10 0 ‐51 4 3 ‐60 ‐01                                                      Ce l l  Ph o n e  Al l o w a n c e                                                                                                                     36 0 . 0 0                                  80 . 0 0                                                                          0 ( 3 6 0 . 0 0 )                     10 0 ‐51 4 5 ‐60 ‐01                                                      So c i a l  Se c u r i t y  Ex p e n s e                14 , 2 7 8 . 0 0                                                                14 , 2 7 8 . 0 0                                      9, 0 1 2 . 5 8                            1, 0 8 6 . 1 0                                                                63.122 5 , 2 6 5 . 4 2                   10 0 ‐51 5 0 ‐60 ‐01                                                      Me d i c a r e  Ex p e n s e                              3, 3 3 9 . 0 0                                                                      3, 3 3 9 . 0 0                                          2, 1 0 7 . 7 8                            25 4 . 0 0                                                                      63.126 1 , 2 3 1 . 2 2                   10 0 ‐51 5 5 ‐60 ‐01                                                      SU T A  Ex p e n s e                                      36 . 0 0                                                                                36 . 0 0                                                      68 4 . 0 0                                  42 . 9 4                                                                          0 ( 6 4 8 . 0 0 )                     10 0 ‐51 6 0 ‐60 ‐01                                                      He a l t h / D e n t a l  In s u r a n c e                27 , 5 2 5 . 0 0                                                                27 , 5 2 5 . 0 0                                      20 , 2 5 7 . 7 3                        2, 0 0 3 . 1 8                                                                73.598 7 , 2 6 7 . 2 7                   10 0 ‐51 6 5 ‐60 ‐01                                                      De n t a l  In s u r a n c e                              1, 4 1 1 . 0 0                                                                      1, 4 1 1 . 0 0                                          91 5 . 6 9                                  13 9 . 6 0                                                                      64.897 4 9 5 . 3 1                      10 0 ‐51 7 0 ‐60 ‐01                                                      Li f e  In s u r a n c e                                  28 8 . 0 0                                                                            28 8 . 0 0                                                22 0 . 6 4                                  31 . 5 2                                                                          76.611 6 7 . 3 6                        10 0 ‐51 7 5 ‐60 ‐01                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    1, 0 7 3 . 0 0                                                                      1, 0 7 3 . 0 0                                          90 6 . 9 1                                                                                                  84.521 1 6 6 . 0 9                      10 0 ‐51 8 0 ‐60 ‐01                                                      TM R S  Ex p e n s e                                      30 , 0 7 2 . 0 0                                                                30 , 0 7 2 . 0 0                                      18 , 9 3 7 . 5 1                        2, 3 0 5 . 6 3                                                                62.974 1 1 , 1 3 4 . 4 9                10 0 ‐51 8 5 ‐60 ‐01                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   43 7 . 0 0                                                                            43 7 . 0 0                                                23 8 . 3 8                                  17 1 . 5 7                                                                      54.549 1 9 8 . 6 2                      10 0 ‐51 8 6 ‐60 ‐01                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          1, 1 4 7 . 4 6                            13 9 . 1 6                                                                      28.687 2 , 8 5 2 . 5 4                   10 0 ‐51 9 0 ‐60 ‐01                                                      Co n t r a c t  La b o r                                  1, 6 0 0 . 0 0                                                                      1, 6 0 0 . 0 0                                          72 0 . 0 0                                  12 0 . 0 0                                                                      45 8 8 0 . 0 0                      32 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐51 9 1 ‐60 ‐01                                                      Hi r i n g  Co s t                                        10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   31 6 , 4 5 5 . 0 0                                                           31 6 , 4 5 5 . 0 0                                  20 8 , 9 2 5 . 3 9                    24 , 7 9 3 . 5 0                                                          66.021 1 0 7 , 5 2 9 . 6 1              10 0 ‐52 1 0 ‐60 ‐01                                                      Su p p l i e s                                              3, 5 0 5 . 0 0                                                                      3, 5 0 5 . 0 0                                          78 2 . 1 8                                  19 . 3 0                                                                          22.316 2 , 7 2 2 . 8 2                   10 0 ‐52 1 2 ‐60 ‐01                                                      Bu i l d i n g  Su p p l i e s                                                                                                                           34 3 . 7 9                                  33 . 8 3                                                                          0 ( 3 4 3 . 7 9 )                     10 0 ‐52 2 0 ‐60 ‐01                                                      Of f i c e  Eq u i p m e n t                              8, 1 6 0 . 0 0                                                                      8, 1 6 0 . 0 0                                          3, 0 7 6 . 9 3                                                                                            37.707 5 , 0 8 3 . 0 7                   10 0 ‐52 3 0 ‐60 ‐01                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            2, 9 4 4 . 0 0                                                                      2, 9 4 4 . 0 0                                          39 2 . 6 2                                                                                                  13.336 2 , 5 5 1 . 3 8                   10 0 ‐52 4 0 ‐60 ‐01                                                      Po s t a g e  an d  De l i v e r y                                                                                                                     15 . 3 5                                                                                                        0 (15.35)                      10 0 ‐52 8 0 ‐60 ‐01                                                      Pr i n t i n g  an d  Re p r o d u c t i o n                                                                                                           43 . 7 3                                        (0 . 8 3 )                                                                            0 (43.73)                       Su b t o t a l  ob j e c t  ‐   05   14 , 6 0 9 . 0 0                                                                14 , 6 0 9 . 0 0                                      4, 6 5 4 . 6 0                            52 . 3 0                                                                          31.861 9 , 9 5 4 . 4 0                   10 0 ‐53 3 0 ‐60 ‐01                                                      Co p i e r  Ex p e n s e                                  2, 0 6 0 . 0 0                                                                      2, 0 6 0 . 0 0                                          1, 1 9 2 . 6 9                            18 8 . 7 8                                                                      57.898 8 6 7 . 3 1                      10 0 ‐53 5 2 ‐60 ‐01                                                      Fu e l                                                                                                                                                     4. 6 1                                                                                                            0 (4.61)                         Su b t o t a l  ob j e c t  ‐   05   2, 0 6 0 . 0 0                                                                      2, 0 6 0 . 0 0                                          1, 1 9 7 . 3 0                            18 8 . 7 8                                                                      58.121 8 6 2 . 7 0                      10 0 ‐54 0 0 ‐60 ‐01                                                      Un i f o r m  Ex p e n s e                                40 0 . 0 0                                                                            40 0 . 0 0                                                18 4 . 7 0                                                                                                  46.175 2 1 5 . 3 0                      10 0 ‐54 1 0 ‐60 ‐01                                                      Pr o f e s s i o n a l  Se r v i c e s                    23 , 7 6 0 . 0 0                                                                23 , 7 6 0 . 0 0                                      2, 6 0 5 . 9 7                                                                                            10.968 2 1 , 1 5 4 . 0 3                10 0 ‐54 1 8 ‐60 ‐01                                                      IT  Fe e s                                                1, 8 7 5 . 0 0                                      (9 5 . 0 0 )                                          1, 7 8 0 . 0 0                                          15 0 . 0 0                                                                                                  8.427 1 , 6 3 0 . 0 0                   10 0 ‐54 1 9 ‐60 ‐01                                                      IT  Li c e n s e s                                        3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          48 4 . 1 4                                                                                                  16.138 2 , 5 1 5 . 8 6                   10 0 ‐54 3 0 ‐60 ‐01                                                      Le g a l  Fe e s                                          5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          1, 7 2 9 . 0 0                            17 1 . 0 0                                                                      34.58 3 , 2 7 1 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   34 , 0 3 5 . 0 0                                (9 5 . 0 0 )                                          33 , 9 4 0 . 0 0                                      5, 1 5 3 . 8 1                            17 1 . 0 0                                                                      15.185 2 8 , 7 8 6 . 1 9                10 0 ‐55 2 0 ‐60 ‐01                                                      Te l e p h o n e s                                          3, 5 3 3 . 0 0                                      (6 4 0 . 0 0 )                                      2, 8 9 3 . 0 0                                          1, 0 1 9 . 9 0                            86 . 4 9                                                                          35.254 1 , 8 7 3 . 1 0                   10 0 ‐55 3 0 ‐60 ‐01                                                      Tr a v e l                                                  4, 4 0 0 . 0 0                                                                      4, 4 0 0 . 0 0                                          3, 5 4 8 . 7 4                            19 5 . 0 0                                                                      80.653 8 5 1 . 2 6                      10 0 ‐55 3 3 ‐60 ‐01                                                      Mi l e a g e  Ex p e n s e                                2, 4 0 0 . 0 0                                                                      2, 4 0 0 . 0 0                                          77 7 . 4 5                                  56 . 5 9                                                                          32.394 1 , 6 2 2 . 5 5                   10 0 ‐55 3 6 ‐60 ‐01                                                      Tr a i n i n g / S e m i n a r s                            8, 8 6 0 . 0 0                                                                      8, 8 6 0 . 0 0                                          1, 8 3 3 . 9 3                                                                                            20.699 7 , 0 2 6 . 0 7                    Su b t o t a l  ob j e c t  ‐   05   19 , 1 9 3 . 0 0                                (6 4 0 . 0 0 )                                      18 , 5 5 3 . 0 0                                      7, 1 8 0 . 0 2                            33 8 . 0 8                                                                      38.7 1 1 , 3 7 2 . 9 8                10 0 ‐56 0 0 ‐60 ‐01                                                      Sp e c i a l  Ev e n t s                                  10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                      10 , 0 0 0 . 0 0                                                                                        100                   Su b t o t a l  ob j e c t  ‐   05   10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                      10 , 0 0 0 . 0 0                                                                                        100                  Pr o g r a m  nu m b e r :        1    PA R K S  AD M I N I S T R A T I O N                      39 6 , 3 5 2 . 0 0                            (7 3 5 . 0 0 )                                      39 5 , 6 1 7 . 0 0                                  23 7 , 1 1 1 . 1 2                    25 , 5 4 3 . 6 6                                                          59.935 1 5 8 , 5 0 5 . 8 8              10 0 ‐51 1 0 ‐60 ‐02                                                      Sa l a r i e s  & Wa g e s                              48 9 , 8 0 3 . 7 5                                                           48 9 , 8 0 3 . 7 5                                  34 3 , 2 1 0 . 7 2                    39 , 2 9 1 . 8 2                                                          70.071 1 4 6 , 5 9 3 . 0 3              10 0 ‐51 1 5 ‐60 ‐02                                                      Sa l a r i e s  ‐   Ov e r t i m e                        8, 7 0 8 . 0 0                                                                      8, 7 0 8 . 0 0                                          8, 1 5 2 . 3 2                            37 8 . 0 8                                                                      93.619 5 5 5 . 6 8                      10 0 ‐51 2 6 ‐60 ‐02                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            1, 7 4 4 . 0 0                                                                      1, 7 4 4 . 0 0                                          1, 9 2 5 . 4 4                            98 5 . 0 0                                                                      110.40 4 (181.44)                    10 0 ‐51 4 0 ‐60 ‐02                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              2, 6 3 3 . 0 0                                                                      2, 6 3 3 . 0 0                                          2, 2 3 5 . 0 0                                                                                            84.884 3 9 8 . 0 0                      10 0 ‐51 4 1 ‐60 ‐02                                                      Sa l a r i e s  ‐   In c e n t i v e                                                                                                                     25 1 . 3 5                                                                                                  0 ( 2 5 1 . 3 5 )                     10 0 ‐51 4 3 ‐60 ‐02                                                      Ce l l  Ph o n e  Al l o w a n c e                      32 0 . 0 0                                                                            32 0 . 0 0                                                1, 0 4 0 . 0 0                            18 5 . 0 0                                                                      325 ( 7 2 0 . 0 0 )                     10 0 ‐51 4 5 ‐60 ‐02                                                      So c i a l  Se c u r i t y  Ex p e n s e                30 , 9 5 3 . 8 2                                                                30 , 9 5 3 . 8 2                                      20 , 1 7 4 . 0 0                        2, 2 7 1 . 3 2                                                                65.175 1 0 , 7 7 9 . 8 2                10 0 ‐51 5 0 ‐60 ‐02                                                      Me d i c a r e  Ex p e n s e                              7, 2 3 8 . 8 8                                                                      7, 2 3 8 . 8 8                                          4, 7 1 8 . 1 1                            53 1 . 1 8                                                                      65.177 2 , 5 2 0 . 7 7                   10 0 ‐51 5 5 ‐60 ‐02                                                      SU T A  Ex p e n s e                                      11 7 . 0 0                                                                            11 7 . 0 0                                                2, 2 2 7 . 6 0                            35 . 9 6                                                                          0 ( 2 , 1 1 0 . 6 0 )                 10 0 ‐51 6 0 ‐60 ‐02                                                      He a l t h / D e n t a l  In s u r a n c e                97 , 4 4 9 . 0 0                                                                97 , 4 4 9 . 0 0                                      79 , 0 8 9 . 5 6                        8, 5 3 2 . 6 2                                                                81.16 1 8 , 3 5 9 . 4 4                10 0 ‐51 6 5 ‐60 ‐02                                                      De n t a l  In s u r a n c e                              4, 5 8 6 . 0 0                                                                      4, 5 8 6 . 0 0                                          2, 8 4 3 . 8 6                            38 9 . 1 2                                                                      62.012 1 , 7 4 2 . 1 4                   10 0 ‐51 7 0 ‐60 ‐02                                                      Li f e  In s u r a n c e                                  1, 0 4 5 . 0 0                                                                      1, 0 4 5 . 0 0                                          77 6 . 1 8                                  10 2 . 4 4                                                                      74.276 2 6 8 . 8 2                      10 0 ‐51 7 5 ‐60 ‐02                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    9, 4 3 9 . 0 0                                                                      9, 4 3 9 . 0 0                                          8, 0 5 8 . 4 3                                                                                            85.374 1 , 3 8 0 . 5 7                   10 0 ‐51 8 0 ‐60 ‐02                                                      TM R S  Ex p e n s e                                      65 , 0 8 2 . 9 0                                                                65 , 0 8 2 . 9 0                                      43 , 8 4 8 . 4 2                        5, 1 0 0 . 0 5                                                                67.373 2 1 , 2 3 4 . 4 8                10 0 ‐51 8 5 ‐60 ‐02                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   94 8 . 5 4                                                                            94 8 . 5 4                                                55 3 . 4 0                                  40 4 . 2 0                                                                      58.342 3 9 5 . 1 4                      10 0 ‐51 8 6 ‐60 ‐02                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   15 , 5 0 0 . 0 0                                                                15 , 5 0 0 . 0 0                                      2, 3 4 0 . 3 8                            38 9 . 1 6                                                                      15.099 1 3 , 1 5 9 . 6 2                10 0 ‐51 9 1 ‐60 ‐02                                                      Hi r i n g  Co s t                                        20 0 . 0 0                                                                            20 0 . 0 0                                                                                                                                                0 2 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   73 5 , 7 6 8 . 8 9                                                           73 5 , 7 6 8 . 8 9                                  52 1 , 4 4 4 . 7 7                    58 , 5 9 5 . 9 5                                                          70.871 2 1 4 , 3 2 4 . 1 2              10 0 ‐52 1 0 ‐60 ‐02                                                      Su p p l i e s                                                                                                                                             9. 9 9                                                                                                            0 (9.99)                        10 0 ‐52 1 2 ‐60 ‐02                                                      Bu i l d i n g  Su p p l i e s                            1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          1, 5 9 2 . 0 3                            31 3 . 3 5                                                                      106.135 ( 9 2 . 0 3 )                       10 0 ‐52 3 0 ‐60 ‐02                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            2, 2 1 6 . 0 0                                                                      2, 2 1 6 . 0 0                                          65 8 . 8 3                                                                                                  29.731 1 , 5 5 7 . 1 7                    Su b t o t a l  ob j e c t  ‐   05   3, 7 1 6 . 0 0                                                                      3, 7 1 6 . 0 0                                          2, 2 6 0 . 8 5                            31 3 . 3 5                                                                      60.841 1 , 4 5 5 . 1 5                   10 0 ‐53 1 0 ‐60 ‐02                                                      Re n t a l  Ex p e n s e                                  25 , 0 0 0 . 0 0                                                                25 , 0 0 0 . 0 0                                      18 , 9 2 7 . 0 0                                                        6, 1 2 0 . 0 0                                  75.708 (47.00)                      10 0 ‐53 2 0 ‐60 ‐02                                                      Re p a i r s  & Ma i n t e n a n c e                    21 2 , 9 4 5 . 0 0                            29 , 5 0 0 . 0 0                              24 2 , 4 4 5 . 0 0                                  12 4 , 7 7 4 . 3 2                    15 , 1 4 5 . 1 0                          32 , 2 2 5 . 7 0                            51.465 8 5 , 4 4 4 . 9 8                10 0 ‐53 2 2 ‐60 ‐02                                                      IR R I G A T I O N  RE P A I R S                                                                                                                         14 5 . 9 7                                  14 5 . 9 7                                                                      0 ( 1 4 5 . 9 7 )                     10 0 ‐53 3 0 ‐60 ‐02                                                      Co p i e r  Ex p e n s e                                  23 7 . 0 0                                                                            23 7 . 0 0                                                22 6 . 4 6                                  25 . 2 7                                                                          95.553 10.54                        33 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐53 5 0 ‐60 ‐02                                                      Ve h i c l e  Ex p e n s e                                4, 5 0 0 . 0 0                                      (8 6 4 . 0 0 )                                      3, 6 3 6 . 0 0                                          4, 9 6 6 . 8 4                            38 5 . 4 0                                                                      136.602 ( 1 , 3 3 0 . 8 4 )                 10 0 ‐53 5 2 ‐60 ‐02                                                      Fu e l                                                      13 , 9 2 0 . 0 0                                                                13 , 9 2 0 . 0 0                                      4, 9 4 2 . 4 5                                                                                            35.506 8 , 9 7 7 . 5 5                   10 0 ‐53 5 3 ‐60 ‐02                                                      Oi l / G r e a s e / I n s p e c t i o n s                  1, 2 9 0 . 0 0                                                                      1, 2 9 0 . 0 0                                          1, 3 9 3 . 0 0                            25 . 5 0                                                                          107.98 4 (103.00)                    10 0 ‐53 5 5 ‐60 ‐02                                                      CH E M I C A L S / F E R T I L I Z E R                                                                                                                     6, 4 1 7 . 9 5                            2, 2 6 0 . 5 0                                                                0 ( 6 , 4 1 7 . 9 5 )                  Su b t o t a l  ob j e c t  ‐   05   25 7 , 8 9 2 . 0 0                            28 , 6 3 6 . 0 0                              28 6 , 5 2 8 . 0 0                                  16 1 , 7 9 3 . 9 9                    17 , 9 8 7 . 7 4                          38 , 3 4 5 . 7 0                            56.467 8 6 , 3 8 8 . 3 1                10 0 ‐54 0 0 ‐60 ‐02                                                      Un i f o r m  Ex p e n s e                                6, 4 4 0 . 0 0                                                                      6, 4 4 0 . 0 0                                          5, 9 4 4 . 8 6                            90 9 . 7 5                                                                      92.311 4 9 5 . 1 4                      10 0 ‐54 1 8 ‐60 ‐02                                                      IT  Fe e s                                                3, 1 9 5 . 0 0                                                                      3, 1 9 5 . 0 0                                                                                                                                          0 3 , 1 9 5 . 0 0                   10 0 ‐54 8 0 ‐60 ‐02                                                      Co n t r a c t e d  Se r v i c e s                        21 0 , 3 0 0 . 0 0                                                           21 0 , 3 0 0 . 0 0                                  12 7 , 2 5 3 . 2 0                    28 , 9 8 5 . 4 5                          75 , 3 6 2 . 3 5                            60.51 7 , 6 8 4 . 4 5                    Su b t o t a l  ob j e c t  ‐   05   21 9 , 9 3 5 . 0 0                                                           21 9 , 9 3 5 . 0 0                                  13 3 , 1 9 8 . 0 6                    29 , 8 9 5 . 2 0                          75 , 3 6 2 . 3 5                            60.562 1 1 , 3 7 4 . 5 9                10 0 ‐55 2 0 ‐60 ‐02                                                      Te l e p h o n e s                                          6, 7 0 5 . 0 0                                                                      6, 7 0 5 . 0 0                                          2, 3 5 5 . 4 1                            28 2 . 4 0                                                                      35.129 4 , 3 4 9 . 5 9                   10 0 ‐55 2 5 ‐60 ‐02                                                      El e c t r i c i t y                                        13 0 , 0 0 0 . 0 0                                                           13 0 , 0 0 0 . 0 0                                  81 , 0 8 0 . 7 9                        12 , 4 8 2 . 7 2                                                          62.37 4 8 , 9 1 9 . 2 1                10 0 ‐55 2 6 ‐60 ‐02                                                      Da t a  Ne t w o r k                                      1, 0 6 5 . 0 0                                      (8 1 0 . 0 0 )                                      25 5 . 0 0                                                38 5 . 7 5                                  37 . 9 9                                                                          151.275 ( 1 3 0 . 7 5 )                     10 0 ‐55 3 0 ‐60 ‐02                                                      Tr a v e l                                                                                                                                                 74 4 . 2 2                                                                                                  0 ( 7 4 4 . 2 2 )                     10 0 ‐55 3 3 ‐60 ‐02                                                      Mi l e a g e  Ex p e n s e                                                                                                                               16 9 . 4 6                                                                                                  0 ( 1 6 9 . 4 6 )                     10 0 ‐55 3 6 ‐60 ‐02                                                      Tr a i n i n g / S e m i n a r s                                                                                                                            1, 5 1 1 . 0 0                                                                                            0 ( 1 , 5 1 1 . 0 0 )                  Su b t o t a l  ob j e c t  ‐   05   13 7 , 7 7 0 . 0 0                            (8 1 0 . 0 0 )                                      13 6 , 9 6 0 . 0 0                                  86 , 2 4 6 . 6 3                        12 , 8 0 3 . 1 1                                                          62.972 5 0 , 7 1 3 . 3 7                10 0 ‐56 2 0 ‐60 ‐02                                                      To o l s  & Eq u i p m e n t                            2, 1 0 0 . 0 0                                      3, 5 0 0 . 0 0                                  5, 6 0 0 . 0 0                                          4, 2 4 3 . 0 0                                                                                            75.768 1 , 3 5 7 . 0 0                   10 0 ‐56 3 0 ‐60 ‐02                                                      Sa f e t y  Eq u i p m e n t                              1, 5 1 0 . 0 0                                                                      1, 5 1 0 . 0 0                                          37 6 . 6 7                                  20 4 . 9 9                                                                      24.945 1 , 1 3 3 . 3 3                   10 0 ‐56 4 0 ‐60 ‐02                                                      Si g n s  & Ha r d w a r e                              6, 2 0 0 . 0 0                                                                      6, 2 0 0 . 0 0                                          2, 8 5 4 . 7 5                                                                                            46.044 3 , 3 4 5 . 2 5                    Su b t o t a l  ob j e c t  ‐   05   9, 8 1 0 . 0 0                                      3, 5 0 0 . 0 0                                  13 , 3 1 0 . 0 0                                      7, 4 7 4 . 4 2                            20 4 . 9 9                                                                      56.156 5 , 8 3 5 . 5 8                   10 0 ‐61 1 0 ‐60 ‐02                                                      Ca p i t a l  Ex p e n d i t u r e                        10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                                                                                                                      0 1 0 , 0 0 0 . 0 0                10 0 ‐61 6 0 ‐60 ‐02                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Ve h i c l e s   21 , 5 0 0 . 0 0                                86 4 . 0 0                                        22 , 3 6 4 . 0 0                                      22 , 3 6 3 . 7 5                                                        (1 7 7 . 0 0 )                                      99.999 1 7 7 . 2 5                       Su b t o t a l  ob j e c t  ‐   06   31 , 5 0 0 . 0 0                                86 4 . 0 0                                        32 , 3 6 4 . 0 0                                      22 , 3 6 3 . 7 5                                                        (1 7 7 . 0 0 )                                      69.101 1 0 , 1 7 7 . 2 5                Pr o g r a m  nu m b e r :        2    PA R K S  OP E R A T I O N S                              1, 3 9 6 , 3 9 1 . 8 9                      32 , 1 9 0 . 0 0                              1, 4 2 8 , 5 8 1 . 8 9                          93 4 , 7 8 2 . 4 7                    11 9 , 8 0 0 . 3 4                      11 3 , 5 3 1 . 0 5                        65.434 3 8 0 , 2 6 8 . 3 7              10 0 ‐51 1 0 ‐60 ‐03                                                      Sa l a r i e s  & Wa g e s                              44 , 3 4 1 . 0 0                                                                44 , 3 4 1 . 0 0                                      32 , 2 1 2 . 0 0                        3, 4 2 7 . 5 2                                                                72.646 1 2 , 1 2 9 . 0 0                10 0 ‐51 4 0 ‐60 ‐03                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              60 . 0 0                                                                                60 . 0 0                                                      11 0 . 0 0                                                                                                  183.333 (50.00)                      10 0 ‐51 4 5 ‐60 ‐03                                                      So c i a l  Se c u r i t y  Ex p e n s e                2, 7 5 3 . 0 0                                                                      2, 7 5 3 . 0 0                                          1, 7 2 7 . 7 9                            18 0 . 0 3                                                                      62.76 1 , 0 2 5 . 2 1                   10 0 ‐51 5 0 ‐60 ‐03                                                      Me d i c a r e  Ex p e n s e                              64 4 . 0 0                                                                            64 4 . 0 0                                                40 4 . 0 9                                  42 . 1 1                                                                          62.747 2 3 9 . 9 1                      10 0 ‐51 5 5 ‐60 ‐03                                                      SU T A  Ex p e n s e                                      9. 0 0                                                                                    9. 0 0                                                          17 1 . 0 0                                                                                                  0 ( 1 6 2 . 0 0 )                     10 0 ‐51 7 0 ‐60 ‐03                                                      Li f e  In s u r a n c e                                  95 . 0 0                                                                                95 . 0 0                                                      66 . 9 8                                        7. 8 8                                                                              70.505 28.02                        10 0 ‐51 7 5 ‐60 ‐03                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    93 . 0 0                                                                                93 . 0 0                                                      77 . 6 0                                                                                                        83.441 15.40                        10 0 ‐51 8 0 ‐60 ‐03                                                      TM R S  Ex p e n s e                                      5, 7 7 2 . 0 0                                                                      5, 7 7 2 . 0 0                                          3, 9 4 7 . 7 7                            42 3 . 9 8                                                                      68.395 1 , 8 2 4 . 2 3                   10 0 ‐51 8 5 ‐60 ‐03                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   84 . 0 0                                                                                84 . 0 0                                                      51 . 6 5                                        38 . 6 1                                                                          61.488 3 2 . 3 5                         Su b t o t a l  ob j e c t  ‐   05   53 , 8 5 1 . 0 0                                                                53 , 8 5 1 . 0 0                                      38 , 7 6 8 . 8 8                        4, 1 2 0 . 1 3                                                                71.993 1 5 , 0 8 2 . 1 2                10 0 ‐52 3 0 ‐60 ‐03                                                      Du e s , F e e s , &  Su b s c r i p t i o n s                                                                                                           15 . 0 0                                                                                                        0 (15.00)                      10 0 ‐52 4 0 ‐60 ‐03                                                      Po s t a g e  an d  De l i v e r y                      1, 2 0 0 . 0 0                                                                      1, 2 0 0 . 0 0                                          1, 0 3 7 . 4 0                                                                                            86.45 1 6 2 . 6 0                      10 0 ‐52 6 0 ‐60 ‐03                                                      Ad v e r t i s i n g                                        2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          53 5 . 5 0                                                                                                  26.775 1 , 4 6 4 . 5 0                   10 0 ‐52 8 0 ‐60 ‐03                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          1, 4 2 7 . 0 0                                                                                            95.133 7 3 . 0 0                         Su b t o t a l  ob j e c t  ‐   05   4, 7 0 0 . 0 0                                                                      4, 7 0 0 . 0 0                                          3, 0 1 4 . 9 0                                                                                            64.147 1 , 6 8 5 . 1 0                   10 0 ‐54 7 5 ‐60 ‐03                                                      Cr e d i t  Ca r d  Fe e s                              1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          1, 4 6 2 . 6 0                            20 5 . 0 2                                                                      97.507 3 7 . 4 0                         Su b t o t a l  ob j e c t  ‐   05   1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          1, 4 6 2 . 6 0                            20 5 . 0 2                                                                      97.507 3 7 . 4 0                        10 0 ‐56 0 0 ‐60 ‐03                                                      Sp e c i a l  Ev e n t s                                  18 , 7 2 5 . 0 0                                                                18 , 7 2 5 . 0 0                                      7, 1 7 8 . 9 7                                                                                            38.339 1 1 , 5 4 6 . 0 3                 Su b t o t a l  ob j e c t  ‐   05   18 , 7 2 5 . 0 0                                                                18 , 7 2 5 . 0 0                                      7, 1 7 8 . 9 7                                                                                            38.339 1 1 , 5 4 6 . 0 3                10 0 ‐59 9 5 ‐60 ‐03                                                      Re c r e a t i o n  Ac t i v i t i e s                    28 , 0 0 0 . 0 0                                                                28 , 0 0 0 . 0 0                                      17 , 4 5 9 . 3 6                        9, 8 3 5 . 7 3                                                                62.355 1 0 , 5 4 0 . 6 4                 Su b t o t a l  ob j e c t  ‐   05   28 , 0 0 0 . 0 0                                                                28 , 0 0 0 . 0 0                                      17 , 4 5 9 . 3 6                        9, 8 3 5 . 7 3                                                                62.355 1 0 , 5 4 0 . 6 4                Pr o g r a m  nu m b e r :        3    RE C R E A T I O N                                          10 6 , 7 7 6 . 0 0                                                           10 6 , 7 7 6 . 0 0                                  67 , 8 8 4 . 7 1                        14 , 1 6 0 . 8 8                                                          63.577 3 8 , 8 9 1 . 2 9                10 0 ‐51 1 0 ‐60 ‐05                                                      Sa l a r i e s  & Wa g e s                              12 3 , 2 4 9 . 0 0                                                           12 3 , 2 4 9 . 0 0                                  85 , 2 3 4 . 5 9                        9, 4 4 7 . 2 5                                                                69.156 3 8 , 0 1 4 . 4 1                10 0 ‐51 4 0 ‐60 ‐05                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y                                                                                                             85 . 0 0                                                                                                        0 (85.00)                      10 0 ‐51 4 5 ‐60 ‐05                                                      So c i a l  Se c u r i t y  Ex p e n s e                7, 6 4 1 . 8 5                                                                      7, 6 4 1 . 8 5                                          5, 2 9 2 . 4 1                            58 6 . 0 8                                                                      69.256 2 , 3 4 9 . 4 4                   10 0 ‐51 5 0 ‐60 ‐05                                                      Me d i c a r e  Ex p e n s e                              1, 7 8 6 . 6 7                                                                      1, 7 8 6 . 6 7                                          1, 2 3 7 . 7 5                            13 7 . 0 8                                                                      69.277 5 4 8 . 9 2                      10 0 ‐51 5 5 ‐60 ‐05                                                      SU T A  Ex p e n s e                                      45 . 0 0                                                                                45 . 0 0                                                      44 3 . 0 6                                  47 . 1 6                                                                          984.578 ( 3 9 8 . 0 6 )                     10 0 ‐51 6 0 ‐60 ‐05                                                      He a l t h / D e n t a l  In s u r a n c e                5, 5 2 0 . 0 0                                                                      5, 5 2 0 . 0 0                                                                                                                                          0 5 , 5 2 0 . 0 0                   34 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            10 0 ‐51 6 5 ‐60 ‐05                                                      De n t a l  In s u r a n c e                              70 6 . 0 0                                                                            70 6 . 0 0                                                63 . 9 0                                                                                                        9.051 6 4 2 . 1 0                      10 0 ‐51 7 0 ‐60 ‐05                                                      Li f e  In s u r a n c e                                  99 . 0 0                                                                                99 . 0 0                                                      66 . 9 8                                        7. 8 8                                                                              67.657 3 2 . 0 2                        10 0 ‐51 7 5 ‐60 ‐05                                                     Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    26 6 . 0 0                                                                            26 6 . 0 0                                                22 2 . 6 4                                                                                                  83.699 43.36                        10 0 ‐51 8 0 ‐60 ‐05                                                      TM R S  Ex p e n s e                                      16 , 1 6 6 . 5 5                                                                16 , 1 6 6 . 5 5                                      7, 9 7 7 . 9 8                            86 1 . 5 0                                                                      49.349 8 , 1 8 8 . 5 7                   10 0 ‐51 8 5 ‐60 ‐05                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   23 4 . 0 0                                                                            23 4 . 0 0                                                12 2 . 7 2                                  96 . 2 4                                                                          52.444 1 1 1 . 2 8                      10 0 ‐51 8 6 ‐60 ‐05                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   15 6 , 7 1 4 . 0 7                                                           15 6 , 7 1 4 . 0 7                                  10 0 , 7 4 7 . 0 3                    11 , 1 8 3 . 1 9                                                          64.287 5 5 , 9 6 7 . 0 4                10 0 ‐52 1 0 ‐60 ‐05                                                      Su p p l i e s                                              6, 0 0 0 . 0 0                                      (1 , 8 0 0 . 0 0 )                                4, 2 0 0 . 0 0                                          5, 9 2 9 . 8 6                            1, 1 6 8 . 9 3                                                                141.187 ( 1 , 7 2 9 . 8 6 )                 10 0 ‐52 1 2 ‐60 ‐05                                                      Bu i l d i n g  Su p p l i e s                            50 0 . 0 0                                            (5 0 0 . 0 0 )                                                                                                                                                                     0                  10 0 ‐52 2 0 ‐60 ‐05                                                      Of f i c e  Eq u i p m e n t                              1, 0 0 0 . 0 0                                      1, 7 9 0 . 0 0                                  2, 7 9 0 . 0 0                                          2, 7 7 4 . 4 8                                                                                            99.444 1 5 . 5 2                        10 0 ‐52 3 0 ‐60 ‐05                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          2, 3 9 7 . 5 0                            39 6 . 0 0                                                                      119.875 ( 3 9 7 . 5 0 )                     10 0 ‐52 4 0 ‐60 ‐05                                                      Po s t a g e  an d  De l i v e r y                      40 0 . 0 0                                                                            40 0 . 0 0                                                68 3 . 3 1                                  1. 8 6                                                                              170.828 ( 2 8 3 . 3 1 )                     10 0 ‐52 5 0 ‐60 ‐05                                                      Pu b l i c a t i o n s                                      20 0 . 0 0                                                                            20 0 . 0 0                                                                                                                                                0 2 0 0 . 0 0                      10 0 ‐52 6 0 ‐60 ‐05                                                      Ad v e r t i s i n g                                        40 0 . 0 0                                                                            40 0 . 0 0                                                                                                                                                0 4 0 0 . 0 0                      10 0 ‐52 8 0 ‐60 ‐05                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            10 0 . 0 0                                                                            10 0 . 0 0                                                34 7 . 0 0                                                                                                  347 ( 2 4 7 . 0 0 )                     10 0 ‐52 8 1 ‐60 ‐05                                                      Bo o k  Pu r c h a s e s                                  22 , 8 5 4 . 0 0                                (2 , 0 0 0 . 0 0 )                                20 , 8 5 4 . 0 0                                      18 , 3 7 3 . 7 8                        2, 1 7 8 . 9 5                                1, 2 4 3 . 0 0                                  88.107 1 , 2 3 7 . 2 2                   10 0 ‐52 8 2 ‐60 ‐05                                                      DV D  Pu r c h a s e s                                                                   1, 5 0 0 . 0 0                                  1, 5 0 0 . 0 0                                          1, 4 6 6 . 3 1                            30 . 5 9                                                                          97.754 3 3 . 6 9                        10 0 ‐52 8 3 ‐60 ‐05                                                      Au d i o b o o k  Pu r c h a s e s                                                       50 0 . 0 0                                        50 0 . 0 0                                                1, 1 7 0 . 9 4                            13 2 . 8 1                                                                      234.188 ( 6 7 0 . 9 4 )                      Su b t o t a l  ob j e c t  ‐   05   33 , 4 5 4 . 0 0                                (5 1 0 . 0 0 )                                      32 , 9 4 4 . 0 0                                      33 , 1 4 3 . 1 8                        3, 9 0 9 . 1 4                                1, 2 4 3 . 0 0                                  100.605 ( 1 , 4 4 2 . 1 8 )                 10 0 ‐53 3 0 ‐60 ‐05                                                      Co p i e r  Ex p e n s e                                  33 . 0 0                                                1, 5 0 0 . 0 0                                  1, 5 3 3 . 0 0                                          66 4 . 0 2                                  40 . 2 9                                                                          43.315 8 6 8 . 9 8                       Su b t o t a l  ob j e c t  ‐   05   33 . 0 0                                                1, 5 0 0 . 0 0                                  1, 5 3 3 . 0 0                                          66 4 . 0 2                                  40 . 2 9                                                                          43.315 8 6 8 . 9 8                      10 0 ‐54 0 0 ‐60 ‐05                                                      Un i f o r m  Ex p e n s e                                                                                                                               10 1 . 6 0                                                                                                  0 ( 1 0 1 . 6 0 )                     10 0 ‐54 1 8 ‐60 ‐05                                                      IT  Fe e s                                                37 5 . 0 0                                            (1 3 0 . 0 0 )                                      24 5 . 0 0                                                49 8 . 9 2                                                                                                  203.641 ( 2 5 3 . 9 2 )                     10 0 ‐54 3 0 ‐60 ‐05                                                      Le g a l  Fe e s                                                                                                                                         76 . 0 0                                                                                                        0 (76.00)                      10 0 ‐54 8 0 ‐60 ‐05                                                      Co n t r a c t e d  Se r v i c e s                        7, 1 0 9 . 0 0                                                                      7, 1 0 9 . 0 0                                          1, 2 3 0 . 0 0                                                                                            17.302 5 , 8 7 9 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   7, 4 8 4 . 0 0                                      (1 3 0 . 0 0 )                                      7, 3 5 4 . 0 0                                          1, 9 0 6 . 5 2                                                                                            25.925 5 , 4 4 7 . 4 8                   10 0 ‐55 2 0 ‐60 ‐05                                                      Te l e p h o n e s                                          45 6 . 0 0                                                                            45 6 . 0 0                                                50 2 . 4 4                                  17 7 . 5 1                                                                      110.18 4 (46.44)                      10 0 ‐55 3 0 ‐60 ‐05                                                      Tr a v e l                                                  1, 7 0 0 . 0 0                                                                      1, 7 0 0 . 0 0                                          1, 4 5 4 . 8 5                            90 8 . 6 0                                                                      85.579 2 4 5 . 1 5                      10 0 ‐55 3 3 ‐60 ‐05                                                      Mi l e a g e  Ex p e n s e                                1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          70 4 . 8 4                                                                                                  70.484 2 9 5 . 1 6                      10 0 ‐55 3 6 ‐60 ‐05                                                      Tr a i n i n g / S e m i n a r s                            1, 5 0 0 . 0 0                                      (9 9 0 . 0 0 )                                      51 0 . 0 0                                                54 3 . 3 6                                                                                                  106.541 ( 3 3 . 3 6 )                        Su b t o t a l  ob j e c t  ‐   05   4, 6 5 6 . 0 0                                      (9 9 0 . 0 0 )                                      3, 6 6 6 . 0 0                                          3, 2 0 5 . 4 9                            1, 0 8 6 . 1 1                                                                87.438 4 6 0 . 5 1                      10 0 ‐56 0 0 ‐60 ‐05                                                      Sp e c i a l  Ev e n t s                                  1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          1, 1 8 5 . 3 9                            89 8 . 1 9                                                                      118.539 ( 1 8 5 . 3 9 )                      Su b t o t a l  ob j e c t  ‐   05   1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          1, 1 8 5 . 3 9                            89 8 . 1 9                                                                      118.539 ( 1 8 5 . 3 9 )                     Pr o g r a m  nu m b e r :        5    LI B R A R Y                                                20 3 , 3 4 1 . 0 7                            (1 3 0 . 0 0 )                                      20 3 , 2 1 1 . 0 7                                  14 0 , 8 5 1 . 6 3                    17 , 1 1 6 . 9 2                          1, 2 4 3 . 0 0                                  69.313 6 1 , 1 1 6 . 4 4                De p a r t m e n t  nu m b e r :      60    CO M M U N I T Y  SE R V I C E S                          2, 1 0 2 , 8 6 0 . 9 6                      31 , 3 2 5 . 0 0                              2, 1 3 4 , 1 8 5 . 9 6                          1, 3 8 0 , 6 2 9 . 9 3            17 6 , 6 2 1 . 8 0                      11 4 , 7 7 4 . 0 5                        64.691 6 3 8 , 7 8 1 . 9 8              10 0 ‐51 1 0 ‐98 ‐01                                                      Sa l a r i e s  & Wa g e s                              51 7 , 9 3 6 . 0 0                                                           51 7 , 9 3 6 . 0 0                                  33 9 , 4 8 6 . 6 2                    33 , 0 5 6 . 9 0                                                          65.546 1 7 8 , 4 4 9 . 3 8              10 0 ‐51 1 5 ‐98 ‐01                                                      Sa l a r i e s  ‐   Ov e r t i m e                        1, 2 0 0 . 0 0                                                                      1, 2 0 0 . 0 0                                          29 7 . 7 8                                  73 . 7 8                                                                          24.815 9 0 2 . 2 2                      10 0 ‐51 2 6 ‐98 ‐01                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            11 , 0 5 4 . 0 0                                                                11 , 0 5 4 . 0 0                                      8, 7 6 5 . 7 6                            4, 2 8 3 . 2 0                                                                79.299 2 , 2 8 8 . 2 4                   10 0 ‐51 4 0 ‐98 ‐01                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              1, 0 2 0 . 0 0                                                                      1, 0 2 0 . 0 0                                          1, 1 3 0 . 0 0                                                                                            110.78 4 (110.00)                    10 0 ‐51 4 3 ‐98 ‐01                                                      Ce l l  Ph o n e  Al l o w a n c e                      1, 0 8 0 . 0 0                                                                      1, 0 8 0 . 0 0                                          39 0 . 0 0                                                                                                  36.111 6 9 0 . 0 0                      10 0 ‐51 4 5 ‐98 ‐01                                                      So c i a l  Se c u r i t y  Ex p e n s e                32 , 9 2 7 . 2 6                                                                32 , 9 2 7 . 2 6                                      19 , 0 1 0 . 1 7                        2, 1 3 9 . 3 4                                                                57.734 1 3 , 9 1 7 . 0 9                10 0 ‐51 5 0 ‐98 ‐01                                                      Me d i c a r e  Ex p e n s e                              7, 7 0 1 . 2 1                                                                      7, 7 0 1 . 2 1                                          4, 6 9 3 . 5 9                            50 0 . 3 3                                                                      60.946 3 , 0 0 7 . 6 2                   10 0 ‐51 5 5 ‐98 ‐01                                                      SU T A  Ex p e n s e                                      54 . 0 0                                                                                54 . 0 0                                                      86 4 . 0 0                                                                                                  0 ( 8 1 0 . 0 0 )                     10 0 ‐51 6 0 ‐98 ‐01                                                      He a l t h / D e n t a l  In s u r a n c e                54 , 0 2 5 . 0 0                                                                54 , 0 2 5 . 0 0                                      36 , 7 8 1 . 3 1                        3, 5 3 6 . 8 8                                                                68.082 1 7 , 2 4 3 . 6 9                10 0 ‐51 6 5 ‐98 ‐01                                                      De n t a l  In s u r a n c e                              2, 1 1 7 . 0 0                                                                      2, 1 1 7 . 0 0                                          1, 3 8 7 . 4 0                            18 1 . 8 2                                                                      65.536 7 2 9 . 6 0                      10 0 ‐51 7 0 ‐98 ‐01                                                      Li f e  In s u r a n c e                                  72 8 . 9 2                                                                            72 8 . 9 2                                                45 1 . 7 9                                  46 . 5 4                                                                          61.981 2 7 7 . 1 3                      10 0 ‐51 7 5 ‐98 ‐01                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    1, 7 2 9 . 0 0                                                                      1, 7 2 9 . 0 0                                          1, 4 6 9 . 6 7                                                                                            85.001 2 5 9 . 3 3                      10 0 ‐51 8 0 ‐98 ‐01                                                      TM R S  Ex p e n s e                                      67 , 7 3 5 . 2 3                                                                67 , 7 3 5 . 2 3                                      42 , 8 3 5 . 0 2                        4, 6 4 0 . 4 7                                                                63.239 2 4 , 9 0 0 . 2 1                10 0 ‐51 8 5 ‐98 ‐01                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   1, 0 0 9 . 2 8                                                                      1, 0 0 9 . 2 8                                          54 4 . 6 5                                  42 1 . 0 0                                                                      53.964 4 6 4 . 6 3                      10 0 ‐51 8 6 ‐98 ‐01                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b  Em p l   8, 5 0 0 . 0 0                                                                      8, 5 0 0 . 0 0                                          95 0 . 0 0                                  10 0 . 0 0                                                                      11.176 7 , 5 5 0 . 0 0                   10 0 ‐51 9 0 ‐98 ‐01                                                      Co n t r a c t  La b o r                                  72 0 . 0 0                                                                            72 0 . 0 0                                                72 0 . 0 0                                  12 0 . 0 0                                                                      100                  10 0 ‐51 9 1 ‐98 ‐01                                                      Hi r i n g  Co s t                                        10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                      35 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget             Su b t o t a l  ob j e c t  ‐   05   70 9 , 6 3 6 . 9 0                                                           70 9 , 6 3 6 . 9 0                                  45 9 , 7 7 7 . 7 6                    49 , 1 0 0 . 2 6                                                          64.791 2 4 9 , 8 5 9 . 1 4              10 0 ‐52 1 0 ‐98 ‐01                                                      Su p p l i e s                                              1, 9 5 0 . 0 0                                                                      1, 9 5 0 . 0 0                                          97 9 . 7 0                                  19 . 3 0                                                                          50.241 9 7 0 . 3 0                      10 0 ‐52 1 2 ‐98 ‐01                                                      Bu i l d i n g  Su p p l i e s                            35 0 . 0 0                                                                            35 0 . 0 0                                                31 6 . 0 8                                                                                                  90.309 33.92                        10 0 ‐52 2 0 ‐98 ‐01                                                      Of f i c e  Eq u i p m e n t                              2, 6 0 2 . 0 0                                                                      2, 6 0 2 . 0 0                                          2, 2 1 5 . 7 1                            83 . 0 0                                                                          85.154 3 8 6 . 2 9                      10 0 ‐52 3 0 ‐98 ‐01                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            1, 5 6 0 . 0 0                                                                      1, 5 6 0 . 0 0                                                                                                                                          0 1 , 5 6 0 . 0 0                   10 0 ‐52 4 0 ‐98 ‐01                                                      Po s t a g e  an d  De l i v e r y                      17 7 . 0 0                                                                            17 7 . 0 0                                                95 . 1 9                                        15 . 1 0                                                                          53.78 81.81                        10 0 ‐52 8 0 ‐98 ‐01                                                      Pr i n t i n g  an d  Re p r o d u c t i o n                                                                                                           64 9 . 7 4                                                                                                  0 ( 6 4 9 . 7 4 )                      Su b t o t a l  ob j e c t  ‐   05   6, 6 3 9 . 0 0                                                                      6, 6 3 9 . 0 0                                          4, 2 5 6 . 4 2                            11 7 . 4 0                                                                      64.112 2 , 3 8 2 . 5 8                   10 0 ‐53 3 0 ‐98 ‐01                                                      Co p i e r  Ex p e n s e                                  76 0 . 0 0                                                                            76 0 . 0 0                                                56 0 . 8 2                                  64 . 1 1                                                                          73.792 1 9 9 . 1 8                      10 0 ‐53 5 0 ‐98 ‐01                                                      Ve h i c l e  Ex p e n s e                                27 5 . 0 0                                                                            27 5 . 0 0                                                55 8 . 7 2                                  50 . 0 0                                                                          203.171 ( 2 8 3 . 7 2 )                     10 0 ‐53 5 2 ‐98 ‐01                                                      Fu e l                                                      1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                          24 7 . 6 3                                                                                                  16.509 1 , 2 5 2 . 3 7                    Su b t o t a l  ob j e c t  ‐   05   2, 5 3 5 . 0 0                                                                      2, 5 3 5 . 0 0                                          1, 3 6 7 . 1 7                            11 4 . 1 1                                                                      53.932 1 , 1 6 7 . 8 3                   10 0 ‐54 0 0 ‐98 ‐01                                                      Un i f o r m  Ex p e n s e                                60 0 . 0 0                                                                            60 0 . 0 0                                                16 5 . 9 1                                                                                                  27.652 4 3 4 . 0 9                      10 0 ‐54 1 0 ‐98 ‐01                                                      Pr o f e s s i o n a l  Se r v i c e s                    35 , 0 0 0 . 0 0                                                                35 , 0 0 0 . 0 0                                                                                                      9, 9 4 9 . 0 0                                  0 2 5 , 0 5 1 . 0 0                10 0 ‐54 1 8 ‐98 ‐01                                                      IT  Fe e s                                                62 5 . 0 0                                                                            62 5 . 0 0                                                13 9 . 9 8                                  13 9 . 9 8                                                                      22.397 4 8 5 . 0 2                      10 0 ‐54 1 9 ‐98 ‐01                                                      IT  Li c e n s e s                                        10 , 9 5 0 . 0 0                                                                10 , 9 5 0 . 0 0                                      1, 1 3 5 . 4 0                                                                                            10.369 9 , 8 1 4 . 6 0                   10 0 ‐54 3 0 ‐98 ‐01                                                      Le g a l  Fe e s                                          7, 7 0 0 . 0 0                                                                      7, 7 0 0 . 0 0                                          5, 9 0 8 . 2 5                            8, 5 8 3 . 0 0                                                                76.731 1 , 7 9 1 . 7 5                   10 0 ‐54 3 5 ‐98 ‐01                                                      Le g a l  No t i c e s / F i l i n g s                    2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                          3, 6 4 2 . 3 3                            52 1 . 7 1                                                                      182.117 ( 1 , 6 4 2 . 3 3 )                  Su b t o t a l  ob j e c t  ‐   05   56 , 8 7 5 . 0 0                                                                56 , 8 7 5 . 0 0                                      10 , 9 9 1 . 8 7                        9, 2 4 4 . 6 9                                9, 9 4 9 . 0 0                                  19.326 3 5 , 9 3 4 . 1 3                10 0 ‐55 2 0 ‐98 ‐01                                                      Te l e p h o n e s                                          3, 9 4 8 . 0 0                                      (6 4 0 . 0 0 )                                      3, 3 0 8 . 0 0                                          1, 2 4 0 . 4 5                            14 7 . 9 9                                                                      37.498 2 , 0 6 7 . 5 5                   10 0 ‐55 2 4 ‐98 ‐01                                                      Ga s                                                        1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          58 4 . 6 3                                                                                                  58.463 4 1 5 . 3 7                      10 0 ‐55 2 6 ‐98 ‐01                                                      DA T A  NE T W O R K                                                                                                                                     62 5 . 5 8                                  37 . 9 9                                                                          0 ( 6 2 5 . 5 8 )                     10 0 ‐55 3 0 ‐98 ‐01                                                      Tr a v e l                                                  4, 2 0 0 . 0 0                                                                      4, 2 0 0 . 0 0                                          25 . 3 8                                                                                                        0.604 4 , 1 7 4 . 6 2                   10 0 ‐55 3 3 ‐98 ‐01                                                      Mi l e a g e  Ex p e n s e                                1, 6 4 0 . 0 0                                                                      1, 6 4 0 . 0 0                                          72 6 . 9 0                                  58 3 . 1 7                                                                      44.323 9 1 3 . 1 0                      10 0 ‐55 3 6 ‐98 ‐01                                                      Tr a i n i n g / S e m i n a r s                            6, 0 4 0 . 0 0                                                                      6, 0 4 0 . 0 0                                          28 0 . 5 6                                                                                                  4.645 5 , 7 5 9 . 4 4                    Su b t o t a l  ob j e c t  ‐   05   16 , 8 2 8 . 0 0                                (6 4 0 . 0 0 )                                      16 , 1 8 8 . 0 0                                      3, 4 8 3 . 5 0                            76 9 . 1 5                                                                      21.519 1 2 , 7 0 4 . 5 0                10 0 ‐56 2 0 ‐98 ‐01                                                      To o l s  & Eq u i p m e n t                            45 0 . 0 0                                                                            45 0 . 0 0                                                                                                                                                0 4 5 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   45 0 . 0 0                                                                            45 0 . 0 0                                                                                                                                                0 4 5 0 . 0 0                      Pr o g r a m  nu m b e r :        1    EN G I N E E R I N G                                        79 2 , 9 6 3 . 9 0                            (6 4 0 . 0 0 )                                      79 2 , 3 2 3 . 9 0                                  47 9 , 8 7 6 . 7 2                    59 , 3 4 5 . 6 1                          9, 9 4 9 . 0 0                                  60.566 3 0 2 , 4 9 8 . 1 8              De p a r t m e n t  nu m b e r :      98    EN G I N E E R I N G                                        79 2 , 9 6 3 . 9 0                            (6 4 0 . 0 0 )                                      79 2 , 3 2 3 . 9 0                                  47 9 , 8 7 6 . 7 2                    59 , 3 4 5 . 6 1                          9, 9 4 9 . 0 0                                  60.566 3 0 2 , 4 9 8 . 1 8                                           Ex p e n s e                                                Su b t o t a l  ‐   ‐   ‐   ‐   ‐   ‐   17 , 4 6 2 , 2 9 5 . 2 2                  20 2 , 3 2 1 . 0 0                        17 , 6 6 4 , 6 1 6 . 2 2                      11 , 1 0 9 , 0 7 8 . 4 4        1, 2 3 9 , 4 4 8 . 4 4                83 0 , 4 3 2 . 9 7                        62.889 5 , 7 2 5 , 1 0 4 . 8 1           Fu n d  nu m b e r :    10 0    GE N E R A L                                                (1 7 0 , 0 0 7 . 7 8 )                          16 9 , 3 2 1 . 0 0                        (6 8 6 . 7 8 )                                              (5 , 3 0 9 , 0 8 3 . 5 5 )          59 , 7 5 5 . 4 0                          83 0 , 4 3 2 . 9 7                        0 4 , 4 7 7 , 9 6 3 . 8 0           20 0 ‐40 0 0 ‐10 ‐08                                                      W/ S  Se r v i c e  In i t i a t i o n                  (6 1 , 6 0 0 . 0 0 )                                                             (6 1 , 6 0 0 . 0 0 )                                  (5 7 , 0 3 4 . 0 0 )                    (9 , 3 9 0 . 0 0 )                                                            92.588 ( 4 , 5 6 6 . 0 0 )                 20 0 ‐40 0 7 ‐10 ‐08                                                      Sa n i t a t i o n                                          (1 , 0 8 6 , 4 0 0 . 0 0 )                                                 (1 , 0 8 6 , 4 0 0 . 0 0 )                        (8 2 4 , 7 2 6 . 8 1 )                (9 3 , 7 4 2 . 7 3 )                                                       75.914 ( 2 6 1 , 6 7 3 . 1 9 )             20 0 ‐40 0 9 ‐10 ‐08                                                      La t e  Fe e ‐W/ S                                      (7 5 , 0 0 0 . 0 0 )                                                             (7 5 , 0 0 0 . 0 0 )                                  (6 7 , 5 9 3 . 7 2 )                    (5 , 7 1 0 . 9 1 )                                                            90.125 ( 7 , 4 0 6 . 2 8 )                  Su b t o t a l  ob j e c t  ‐   04   (1 , 2 2 3 , 0 0 0 . 0 0 )                                                 (1 , 2 2 3 , 0 0 0 . 0 0 )                        (9 4 9 , 3 5 4 . 5 3 )                (1 0 8 , 8 4 3 . 6 4 )                                                   77.625 ( 2 7 3 , 6 4 5 . 4 7 )             Pr o g r a m  nu m b e r :        8    UT I L I T Y  BI L L I N G                                (1 , 2 2 3 , 0 0 0 . 0 0 )                                                 (1 , 2 2 3 , 0 0 0 . 0 0 )                        (9 4 9 , 3 5 4 . 5 3 )                (1 0 8 , 8 4 3 . 6 4 )                                                   77.625 ( 2 7 3 , 6 4 5 . 4 7 )             De p a r t m e n t  nu m b e r :      10    AD M I N I S T R A T I O N                                  (1 , 2 2 3 , 0 0 0 . 0 0 )                                                 (1 , 2 2 3 , 0 0 0 . 0 0 )                        (9 4 9 , 3 5 4 . 5 3 )                (1 0 8 , 8 4 3 . 6 4 )                                                   77.625 ( 2 7 3 , 6 4 5 . 4 7 )             20 0 ‐40 0 5 ‐50 ‐02                                                      Wa t e r  Re v e n u e                                    (6 , 3 8 1 , 7 3 5 . 0 0 )                                                 (6 , 3 8 1 , 7 3 5 . 0 0 )                        (4 , 1 2 4 , 8 6 4 . 4 4 )          (4 4 0 , 6 5 7 . 0 7 )                                                   64.635 ( 2 , 2 5 6 , 8 7 0 . 5 6 )         20 0 ‐40 1 0 ‐50 ‐02                                                      Co n n e c t i o n  Ta p  & Co n s t r u c t i o n    (7 1 8 , 0 0 0 . 0 0 )                                                         (7 1 8 , 0 0 0 . 0 0 )                              (6 0 8 , 6 3 3 . 0 0 )                (7 9 , 4 2 5 . 0 0 )                                                       84.768 ( 1 0 9 , 3 6 7 . 0 0 )             20 0 ‐40 1 2 ‐50 ‐02                                                      Sa t u r d a y  In s p e c t i o n  Fe e                (7 , 4 0 0 . 0 0 )                                                                  (7 , 4 0 0 . 0 0 )                                        (1 0 , 9 5 0 . 0 0 )                    (1 , 5 0 0 . 0 0 )                                                            147.973 3 , 5 5 0 . 0 0                   20 0 ‐40 1 8 ‐50 ‐02                                                      In t e r n e t  Cr .  Ca r d  Fe e s                  (2 1 , 6 0 0 . 0 0 )                                                             (2 1 , 6 0 0 . 0 0 )                                  (2 3 , 0 5 6 . 9 6 )                    (2 , 7 7 5 . 2 4 )                                                            106.745 1 , 4 5 6 . 9 6                   20 0 ‐40 1 9 ‐50 ‐02                                                      Cr .  Ca r d  Pm t  Fe e s                            (3 , 0 0 0 . 0 0 )                                                                  (3 , 0 0 0 . 0 0 )                                        (5 , 6 2 2 . 8 0 )                          (6 7 2 . 7 6 )                                                                    187.427 2 , 6 2 2 . 8 0                   20 0 ‐40 6 0 ‐50 ‐02                                                      NS F  Fe e s                                              (1 , 0 0 0 . 0 0 )                                                                  (1 , 0 0 0 . 0 0 )                                        (1 , 1 5 0 . 0 0 )                          (5 0 . 0 0 )                                                                        115 1 5 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   04   (7 , 1 3 2 , 7 3 5 . 0 0 )                                                 (7 , 1 3 2 , 7 3 5 . 0 0 )                        (4 , 7 7 4 , 2 7 7 . 2 0 )          (5 2 5 , 0 8 0 . 0 7 )                                                   66.935 ( 2 , 3 5 8 , 4 5 7 . 8 0 )         20 0 ‐42 4 2 ‐50 ‐02                                                      Re ‐In s p e c t i o n  Fe e s                          (1 , 5 0 0 . 0 0 )                                                                  (1 , 5 0 0 . 0 0 )                                        (2 , 3 2 5 . 0 0 )                                                                                          155 8 2 5 . 0 0                      20 0 ‐42 4 3 ‐50 ‐02                                                      Ba c k f l o w  Pr e v e n t i o n  In s p e c t i o n                                                                                                   (2 1 , 2 2 5 . 0 0 )                    (2 , 7 5 0 . 0 0 )                                                            0 2 1 , 2 2 5 . 0 0                 Su b t o t a l  ob j e c t  ‐   04   (1 , 5 0 0 . 0 0 )                                                                  (1 , 5 0 0 . 0 0 )                                        (2 3 , 5 5 0 . 0 0 )                    (2 , 7 5 0 . 0 0 )                                                            0 2 2 , 0 5 0 . 0 0                20 0 ‐46 1 0 ‐50 ‐02                                                      In t e r e s t  In c o m e                                (7 0 , 0 0 0 . 0 0 )                                                             (7 0 , 0 0 0 . 0 0 )                                  (2 3 , 6 7 1 . 9 0 )                    (3 , 9 5 1 . 4 1 )                                                            33.817 ( 4 6 , 3 2 8 . 1 0 )                Su b t o t a l  ob j e c t  ‐   04   (7 0 , 0 0 0 . 0 0 )                                                             (7 0 , 0 0 0 . 0 0 )                                  (2 3 , 6 7 1 . 9 0 )                    (3 , 9 5 1 . 4 1 )                                                            33.817 ( 4 6 , 3 2 8 . 1 0 )               20 0 ‐49 1 0 ‐50 ‐02                                                      Ot h e r  Re v e n u e                                    (7 6 , 0 0 0 . 0 0 )                                                             (7 6 , 0 0 0 . 0 0 )                                  (7 3 , 1 6 0 . 6 9 )                    (1 0 , 5 0 0 . 8 1 )                                                       96.264 ( 2 , 8 3 9 . 3 1 )                  Su b t o t a l  ob j e c t  ‐   04   (7 6 , 0 0 0 . 0 0 )                                                             (7 6 , 0 0 0 . 0 0 )                                  (7 3 , 1 6 0 . 6 9 )                    (1 0 , 5 0 0 . 8 1 )                                                       96.264 ( 2 , 8 3 9 . 3 1 )                 36 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            Pr o g r a m  nu m b e r :        2    WA T E R                                                    (7 , 2 8 0 , 2 3 5 . 0 0 )                                                  (7 , 2 8 0 , 2 3 5 . 0 0 )                        (4 , 8 9 4 , 6 5 9 . 7 9 )          (5 4 2 , 2 8 2 . 2 9 )                                                    67.232 ( 2 , 3 8 5 , 5 7 5 . 2 1 )         20 0 ‐40 0 6 ‐50 ‐03                                                      Se w e r                                                    (2 , 9 4 2 , 0 0 0 . 0 0 )                                                  (2 , 9 4 2 , 0 0 0 . 0 0 )                        (2 , 2 5 0 , 6 3 7 . 1 2 )          (2 6 5 , 3 7 6 . 0 2 )                                                    76.5 ( 6 9 1 , 3 6 2 . 8 8 )             20 0 ‐40 1 0 ‐50 ‐03                                                     Co n n e c t i o n  Ta p  & Co n s t r u c t i o n    (2 8 0 , 0 0 0 . 0 0 )                                                         (2 8 0 , 0 0 0 . 0 0 )                              (2 3 7 , 0 0 0 . 0 0 )                (2 7 , 4 0 0 . 0 0 )                                                       84.643 ( 4 3 , 0 0 0 . 0 0 )                Su b t o t a l  ob j e c t  ‐   04   (3 , 2 2 2 , 0 0 0 . 0 0 )                                                 (3 , 2 2 2 , 0 0 0 . 0 0 )                        (2 , 4 8 7 , 6 3 7 . 1 2 )          (2 9 2 , 7 7 6 . 0 2 )                                                   77.208 ( 7 3 4 , 3 6 2 . 8 8 )             Pr o g r a m  nu m b e r :        3    WA S T E W A T E R                                          (3 , 2 2 2 , 0 0 0 . 0 0 )                                                 (3 , 2 2 2 , 0 0 0 . 0 0 )                        (2 , 4 8 7 , 6 3 7 . 1 2 )          (2 9 2 , 7 7 6 . 0 2 )                                                   77.208 ( 7 3 4 , 3 6 2 . 8 8 )             De p a r t m e n t  nu m b e r :      50    PU B L I C  WO R K S                                      (1 0 , 5 0 2 , 2 3 5 . 0 0 )                                             (1 0 , 5 0 2 , 2 3 5 . 0 0 )                    (7 , 3 8 2 , 2 9 6 . 9 1 )          (8 3 5 , 0 5 8 . 3 1 )                                                   70.293 ( 3 , 1 1 9 , 9 3 8 . 0 9 )                                     Re v e n u e                                                Su b t o t a l  ‐   ‐   ‐   ‐   ‐   ‐   (1 1 , 7 2 5 , 2 3 5 . 0 0 )                                             (1 1 , 7 2 5 , 2 3 5 . 0 0 )                    (8 , 3 3 1 , 6 5 1 . 4 4 )          (9 4 3 , 9 0 1 . 9 5 )                                                   71.057 ( 3 , 3 9 3 , 5 8 3 . 5 6 )         20 0 ‐51 1 0 ‐10 ‐08                                                      Sa l a r i e s  & Wa g e s                              15 4 , 1 1 2 . 0 0                                                           15 4 , 1 1 2 . 0 0                                  99 , 6 9 9 . 0 3                        10 , 3 6 4 . 3 2                                                          64.693 5 4 , 4 1 2 . 9 7                20 0 ‐51 1 5 ‐10 ‐08                                                      Sa l a r i e s  ‐   Ov e r t i m e                        3, 5 2 8 . 0 0                                                                      3, 5 2 8 . 0 0                                          28 2 . 0 0                                  25 . 3 8                                                                          7.993 3 , 2 4 6 . 0 0                   20 0 ‐51 4 0 ‐10 ‐08                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              72 5 . 0 0                                                                            72 5 . 0 0                                                66 5 . 0 0                                                                                                  91.724 60.00                        20 0 ‐51 4 1 ‐10 ‐08                                                      Sa l a r i e s  ‐   In c e n t i v e                                                                                                                     23 4 . 3 3                                                                                                  0 ( 2 3 4 . 3 3 )                     20 0 ‐51 4 5 ‐10 ‐08                                                      So c i a l  Se c u r i t y  Ex p e n s e                9, 8 1 8 . 0 0                                                                      9, 8 1 8 . 0 0                                          5, 9 8 7 . 1 3                            61 1 . 2 6                                                                      60.981 3 , 8 3 0 . 8 7                   20 0 ‐51 5 0 ‐10 ‐08                                                      Me d i c a r e  Ex p e n s e                              2, 2 9 6 . 0 0                                                                      2, 2 9 6 . 0 0                                          1, 4 0 0 . 2 2                            14 2 . 9 6                                                                      60.985 8 9 5 . 7 8                      20 0 ‐51 5 5 ‐10 ‐08                                                      SU T A  Ex p e n s e                                      45 . 0 0                                                                                45 . 0 0                                                      51 3 . 0 0                                                                                                  0 ( 4 6 8 . 0 0 )                     20 0 ‐51 6 0 ‐10 ‐08                                                      He a l t h / D e n t a l  In s u r a n c e                14 , 9 7 6 . 0 0                                                                14 , 9 7 6 . 0 0                                      11 , 9 5 9 . 8 2                        1, 4 1 1 . 3 8                                                                79.86 3 , 0 1 6 . 1 8                   20 0 ‐51 6 5 ‐10 ‐08                                                      De n t a l  In s u r a n c e                              1, 0 5 8 . 0 0                                                                      1, 0 5 8 . 0 0                                          74 0 . 5 8                                  10 3 . 7 8                                                                      69.998 3 1 7 . 4 2                      20 0 ‐51 7 0 ‐10 ‐08                                                      Li f e  In s u r a n c e                                  19 1 . 0 0                                                                            19 1 . 0 0                                                19 6 . 7 4                                  23 . 6 4                                                                          103.005 ( 5 . 7 4 )                         20 0 ‐51 7 5 ‐10 ‐08                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    32 2 . 0 0                                                                            32 2 . 0 0                                                27 2 . 1 4                                                                                                  84.516 49.86                        20 0 ‐51 8 0 ‐10 ‐08                                                      TM R S  Ex p e n s e                                      20 , 0 3 0 . 0 0                                                                20 , 0 3 0 . 0 0                                      11 , 4 0 7 . 2 3                        1, 2 9 7 . 5 7                                                                56.951 8 , 6 2 2 . 7 7                   20 0 ‐51 8 5 ‐10 ‐08                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   30 1 . 0 0                                                                            30 1 . 0 0                                                16 1 . 2 2                                  12 1 . 8 6                                                                      53.561 1 3 9 . 7 8                      20 0 ‐51 8 6 ‐10 ‐08                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b ‐Em p l   3, 2 5 0 . 0 0                                                                      3, 2 5 0 . 0 0                                          85 0 . 0 0                                  10 0 . 0 0                                                                      26.154 2 , 4 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   21 0 , 6 5 2 . 0 0                                                           21 0 , 6 5 2 . 0 0                                  13 4 , 3 6 8 . 4 4                    14 , 2 0 2 . 1 5                                                          63.787 7 6 , 2 8 3 . 5 6                20 0 ‐52 1 0 ‐10 ‐08                                                      Su p p l i e s                                              1, 9 0 0 . 0 0                                                                      1, 9 0 0 . 0 0                                          1, 1 4 4 . 1 0                                                                                            60.216 7 5 5 . 9 0                      20 0 ‐52 1 2 ‐10 ‐08                                                      Bu i l d i n g  Su p p l i e s                            1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          83 0 . 2 6                                                                                                  83.026 1 6 9 . 7 4                      20 0 ‐52 2 0 ‐10 ‐08                                                      Of f i c e  Eq u i p m e n t                              6, 0 0 0 . 0 0                                                                      6, 0 0 0 . 0 0                                          1, 0 3 8 . 9 1                                                                                            17.315 4 , 9 6 1 . 0 9                   20 0 ‐52 3 0 ‐10 ‐08                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            15 0 . 0 0                                                                            15 0 . 0 0                                                85 . 9 4                                                                                                        57.293 64.06                        20 0 ‐52 4 0 ‐10 ‐08                                                      Po s t a g e  an d  De l i v e r y                      40 , 0 0 0 . 0 0                                                                40 , 0 0 0 . 0 0                                      20 , 9 1 1 . 9 3                        2, 5 6 4 . 5 8                                                                52.28 1 9 , 0 8 8 . 0 7                20 0 ‐52 8 0 ‐10 ‐08                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            5, 0 0 0 . 0 0                                                                      5, 0 0 0 . 0 0                                          1, 3 1 0 . 0 5                            30 6 . 2 4                                                                      26.201 3 , 6 8 9 . 9 5                    Su b t o t a l  ob j e c t  ‐   05   54 , 0 5 0 . 0 0                                                                54 , 0 5 0 . 0 0                                      25 , 3 2 1 . 1 9                        2, 8 7 0 . 8 2                                                                46.848 2 8 , 7 2 8 . 8 1                20 0 ‐53 3 0 ‐10 ‐08                                                      Co p i e r  Ex p e n s e                                  2, 3 4 2 . 0 0                                                                      2, 3 4 2 . 0 0                                          77 9 . 2 9                                  12 7 . 4 6                                                                      33.275 1 , 5 6 2 . 7 1                   20 0 ‐53 4 0 ‐10 ‐08                                                      Bu i l d i n g  Re p a i r s                              40 0 . 0 0                                                                            40 0 . 0 0                                                                                                                                                0 4 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   2, 7 4 2 . 0 0                                                                      2, 7 4 2 . 0 0                                          77 9 . 2 9                                  12 7 . 4 6                                                                      28.42 1 , 9 6 2 . 7 1                   20 0 ‐54 1 8 ‐10 ‐08                                                      IT  Fe e s                                                8, 0 0 0 . 0 0                                                                      8, 0 0 0 . 0 0                                          5, 7 5 0 . 0 0                                                                                            71.875 2 , 2 5 0 . 0 0                   20 0 ‐54 1 9 ‐10 ‐08                                                      IT  Li c e n s e s                                        10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                      10 , 0 0 0 . 0 0                                                                                        100                  20 0 ‐54 3 0 ‐10 ‐08                                                      Le g a l  Fe e s                                          2, 5 0 0 . 0 0                                                                      2, 5 0 0 . 0 0                                                                                                                                          0 2 , 5 0 0 . 0 0                   20 0 ‐54 7 0 ‐10 ‐08                                                      Tr a s h  Co l l e c t i o n                              1, 0 3 5 , 0 0 0 . 0 0                                                     1, 0 3 5 , 0 0 0 . 0 0                          66 7 , 5 5 3 . 3 8                    83 , 3 8 8 . 6 2                                                          64.498 3 6 7 , 4 4 6 . 6 2              20 0 ‐54 7 9 ‐10 ‐08                                                      Ho u s e h o l d  Ha z .  Wa s t e  Di s p o s a l    10 , 0 0 0 . 0 0                                                                10 , 0 0 0 . 0 0                                      2, 8 8 5 . 0 0                            39 0 . 0 0                                                                      28.85 7 , 1 1 5 . 0 0                   20 0 ‐54 8 0 ‐10 ‐08                                                      Co n t r a c t e d  Se r v i c e s                        13 , 0 0 0 . 0 0                                                                13 , 0 0 0 . 0 0                                      4, 8 2 4 . 6 1                            61 5 . 9 0                                                                      37.112 8 , 1 7 5 . 3 9                    Su b t o t a l  ob j e c t  ‐   05   1, 0 7 8 , 5 0 0 . 0 0                                                     1, 0 7 8 , 5 0 0 . 0 0                          69 1 , 0 1 2 . 9 9                    84 , 3 9 4 . 5 2                                                          64.072 3 8 7 , 4 8 7 . 0 1              20 0 ‐55 2 0 ‐10 ‐08                                                      Te l e p h o n e s                                          1, 6 0 0 . 0 0                                      (7 6 0 . 0 0 )                                      84 0 . 0 0                                                48 . 6 5                                        34 . 9 9                                                                          5.792 7 9 1 . 3 5                      20 0 ‐55 3 0 ‐10 ‐08                                                      Tr a v e l                                                  30 0 . 0 0                                                                            30 0 . 0 0                                                36 7 . 6 4                                  36 7 . 6 4                                                                      122.547 ( 6 7 . 6 4 )                       20 0 ‐55 3 3 ‐10 ‐08                                                      Mi l e a g e  Ex p e n s e                                10 0 . 0 0                                                                            10 0 . 0 0                                                56 . 2 6                                        56 . 2 6                                                                          56.26 4 3 . 7 4                        20 0 ‐55 3 6 ‐10 ‐08                                                      Tr a i n i n g / S e m i n a r s                            80 8 . 0 0                                                                            80 8 . 0 0                                                40 0 . 0 0                                                                                                  49.505 4 0 8 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   2, 8 0 8 . 0 0                                      (7 6 0 . 0 0 )                                      2, 0 4 8 . 0 0                                          87 2 . 5 5                                  45 8 . 8 9                                                                      42.605 1 , 1 7 5 . 4 5                   Pr o g r a m  nu m b e r :        8    UT I L I T Y  BI L L I N G                                1, 3 4 8 , 7 5 2 . 0 0                      (7 6 0 . 0 0 )                                      1, 3 4 7 , 9 9 2 . 0 0                          85 2 , 3 5 4 . 4 6                    10 2 , 0 5 3 . 8 4                                                     63.231 4 9 5 , 6 3 7 . 5 4              20 0 ‐51 7 6 ‐10 ‐99                                                      TM L ‐Pr o p  & Li a b  In s u r a n c e            38 , 5 0 0 . 0 0                                                                38 , 5 0 0 . 0 0                                      28 , 2 6 1 . 9 2                                                                                        73.408 1 0 , 2 3 8 . 0 8                 Su b t o t a l  ob j e c t  ‐   05   38 , 5 0 0 . 0 0                                                                38 , 5 0 0 . 0 0                                      28 , 2 6 1 . 9 2                                                                                        73.408 1 0 , 2 3 8 . 0 8                20 0 ‐61 2 5 ‐10 ‐99                                                      Ca p i t a l  Ex p e n s e  Te c h n o l o g y          11 , 0 2 6 . 0 0                                                                11 , 0 2 6 . 0 0                                      8, 2 6 9 . 4 7                            91 8 . 8 3                                                                      75 2 , 7 5 6 . 5 3                   20 0 ‐61 4 0 ‐10 ‐99                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Eq u i p m e n   10 , 1 2 6 . 0 0                                                                10 , 1 2 6 . 0 0                                      7, 5 9 4 . 4 7                            84 3 . 8 3                                                                      75 2 , 5 3 1 . 5 3                   20 0 ‐61 6 0 ‐10 ‐99                                                      Ca p i t a l  Ex p e n d i t u r e  ‐   Ve h i c l e s   36 , 4 7 1 . 0 0                                                                36 , 4 7 1 . 0 0                                      27 , 3 5 3 . 2 5                        3, 0 3 9 . 2 5                                                                75 9 , 1 1 7 . 7 5                   20 0 ‐61 8 6 ‐10 ‐99                                                      20 1 3  Bo n d  Pa y m e n t                            38 8 , 6 0 0 . 0 0                                                           38 8 , 6 0 0 . 0 0                                  91 , 8 0 0 . 0 0                                                                                        23.623 2 9 6 , 8 0 0 . 0 0              20 0 ‐61 9 2 ‐10 ‐99                                                      20 1 1  Re f d  Bo n d  Pm t                          22 9 , 0 5 5 . 0 0                                                           22 9 , 0 5 5 . 0 0                                  22 5 , 4 2 5 . 5 0                                                                                   98.415 3 , 6 2 9 . 5 0                   37 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            20 0 ‐61 9 3 ‐10 ‐99                                                      20 1 2  CO  Bo n d  Pa y m e n t                      40 7 , 7 3 1 . 0 0                                                           40 7 , 7 3 1 . 0 0                                  40 2 , 9 7 5 . 0 0                                                                                   98.834 4 , 7 5 6 . 0 0                   20 0 ‐61 9 8 ‐10 ‐99                                                      06  CO  Bo n d  Pa y m e n t                          36 4 , 0 2 3 . 0 0                                                           36 4 , 0 2 3 . 0 0                                  27 , 3 1 1 . 3 8                                                                                        7.503 3 3 6 , 7 1 1 . 6 2              20 0 ‐61 9 9 ‐10 ‐99                                                      08  CO  Bo n d  Pa y m e n t                          74 , 6 4 5 . 0 0                                                                74 , 6 4 5 . 0 0                                      66 , 0 2 2 . 5 0                                                                                        88.449 8 , 6 2 2 . 5 0                    Su b t o t a l  ob j e c t  ‐   06   1, 5 2 1 , 6 7 7 . 0 0                                                     1, 5 2 1 , 6 7 7 . 0 0                          85 6 , 7 5 1 . 5 7                    4, 8 0 1 . 9 1                                                                56.303 6 6 4 , 9 2 5 . 4 3              20 0 ‐62 0 1 ‐10 ‐99                                                      20 1 4  GO  Bo n d  Pa y m e n t                      48 2 , 7 5 0 . 0 0                                                           48 2 , 7 5 0 . 0 0                                  69 , 0 3 2 . 5 0                                                                                        14.3 4 1 3 , 7 1 7 . 5 0              20 0 ‐62 0 2 ‐10 ‐99                                                      20 1 4  CO  Bo n d  Pa y m e n t                      92 2 , 4 5 0 . 0 0                                                           92 2 , 4 5 0 . 0 0                                  23 6 , 2 2 5 . 0 0                                                                                   25.608 6 8 6 , 2 2 5 . 0 0              20 0 ‐62 0 3 ‐10 ‐99                                                      20 1 5  GO  De b t  pa y m e n t                      12 6 , 3 6 4 . 0 0                                                           12 6 , 3 6 4 . 0 0                                  79 , 5 7 2 . 3 4                                                                                        62.971 4 6 , 7 9 1 . 6 6                20 0 ‐62 0 4 ‐10 ‐99                                                      20 1 5  CO  De b t  Pa y m e n t                      36 , 5 9 3 . 0 0                                                                36 , 5 9 3 . 0 0                                                                                                                                      0 3 6 , 5 9 3 . 0 0                 Su b t o t a l  ob j e c t  ‐   06   1, 5 6 8 , 1 5 7 . 0 0                                                     1, 5 6 8 , 1 5 7 . 0 0                          38 4 , 8 2 9 . 8 4                                                                                   24.54 1 , 1 8 3 , 3 2 7 . 1 6           20 0 ‐70 0 0 ‐10 ‐99                                                      Co n t i n g e n c y                                        50 , 0 0 0 . 0 0                                                                50 , 0 0 0 . 0 0                                      4, 5 0 0 . 0 0                                                            10 , 5 0 0 . 0 0                            9 3 5 , 0 0 0 . 0 0                 Su b t o t a l  ob j e c t  ‐   07   50 , 0 0 0 . 0 0                                                                50 , 0 0 0 . 0 0                                      4, 5 0 0 . 0 0                                                            10 , 5 0 0 . 0 0                            9 3 5 , 0 0 0 . 0 0                20 0 ‐71 4 7 ‐10 ‐99                                                      Tr a n s f e r  to  GF                                  1, 0 7 2 , 8 0 0 . 0 0                                                     1, 0 7 2 , 8 0 0 . 0 0                          80 4 , 6 0 0 . 0 0                    89 , 4 0 0 . 0 0                                                          75 2 6 8 , 2 0 0 . 0 0               Su b t o t a l  ob j e c t  ‐   07   1, 0 7 2 , 8 0 0 . 0 0                                                     1, 0 7 2 , 8 0 0 . 0 0                          80 4 , 6 0 0 . 0 0                    89 , 4 0 0 . 0 0                                                          75 2 6 8 , 2 0 0 . 0 0              Pr o g r a m  nu m b e r :      99    NO N ‐DE P A R T M E N T A L                              4, 2 5 1 , 1 3 4 . 0 0                                                     4, 2 5 1 , 1 3 4 . 0 0                          2, 0 7 8 , 9 4 3 . 3 3            94 , 2 0 1 . 9 1                          10 , 5 0 0 . 0 0                            48.903 2 , 1 6 1 , 6 9 0 . 6 7           De p a r t m e n t  nu m b e r :      10    AD M I N I S T R A T I O N                                  5, 5 9 9 , 8 8 6 . 0 0                      (7 6 0 . 0 0 )                                      5, 5 9 9 , 1 2 6 . 0 0                          2, 9 3 1 , 2 9 7 . 7 9            19 6 , 2 5 5 . 7 5                      10 , 5 0 0 . 0 0                            52.353 2 , 6 5 7 , 3 2 8 . 2 1           20 0 ‐51 1 0 ‐50 ‐02                                                      Sa l a r i e s  & Wa g e s                              68 8 , 3 6 3 . 7 5                                                           68 8 , 3 6 3 . 7 5                                  47 2 , 6 6 0 . 3 4                    55 , 0 4 2 . 1 6                                                          68.664 2 1 5 , 7 0 3 . 4 1              20 0 ‐51 1 5 ‐50 ‐02                                                      Sa l a r i e s  ‐   Ov e r t i m e                        40 , 1 8 3 . 0 0                                                                40 , 1 8 3 . 0 0                                      30 , 8 3 6 . 2 4                        2, 6 9 7 . 0 5                                                                76.74 9 , 3 4 6 . 7 6                   20 0 ‐51 2 6 ‐50 ‐02                                                      Sa l a r i e s ‐Va c a t i o n  Bu y ‐Ou t            2, 0 2 2 . 0 0                                                                      2, 0 2 2 . 0 0                                          2, 0 6 2 . 8 0                            1, 0 5 1 . 6 0                                                                102.018 ( 4 0 . 8 0 )                       20 0 ‐51 4 0 ‐50 ‐02                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              2, 8 9 0 . 0 0                                                                      2, 8 9 0 . 0 0                                          2, 5 5 5 . 0 0                                                                                            88.408 3 3 5 . 0 0                      20 0 ‐51 4 5 ‐50 ‐02                                                      So c i a l  Se c u r i t y  Ex p e n s e                45 , 4 7 4 . 8 4                                                                45 , 4 7 4 . 8 4                                      29 , 5 6 1 . 0 3                        3, 3 9 4 . 2 9                                                                65.005 1 5 , 9 1 3 . 8 1                20 0 ‐51 5 0 ‐50 ‐02                                                      Me d i c a r e  Ex p e n s e                              10 , 6 3 5 . 4 3                                                                10 , 6 3 5 . 4 3                                      6, 9 1 3 . 4 6                            79 3 . 8 1                                                                      65.004 3 , 7 2 1 . 9 7                   20 0 ‐51 5 5 ‐50 ‐02                                                      SU T A  Ex p e n s e                                      13 5 . 0 0                                                                            13 5 . 0 0                                                2, 4 4 2 . 5 2                            66 . 8 0                                                                          0 ( 2 , 3 0 7 . 5 2 )                 20 0 ‐51 6 0 ‐50 ‐02                                                      He a l t h / D e n t a l  In s u r a n c e                62 , 5 1 6 . 0 0                                                                62 , 5 1 6 . 0 0                                      62 , 0 4 1 . 3 6                        7, 8 9 8 . 2 0                                                                99.241 4 7 4 . 6 4                      20 0 ‐51 6 5 ‐50 ‐02                                                      De n t a l  In s u r a n c e                              4, 2 3 3 . 0 0                                                                      4, 2 3 3 . 0 0                                          3, 4 1 4 . 9 4                            45 0 . 8 8                                                                      80.674 8 1 8 . 0 6                      20 0 ‐51 7 0 ‐50 ‐02                                                      Li f e  In s u r a n c e                                  1, 0 4 3 . 0 0                                                                      1, 0 4 3 . 0 0                                          88 2 . 5 6                                  11 8 . 2 0                                                                      84.617 1 6 0 . 4 4                      20 0 ‐51 7 5 ‐50 ‐02                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    21 , 1 9 8 . 0 0                                                                21 , 1 9 8 . 0 0                                      17 , 9 5 3 . 4 2                                                                                        84.694 3 , 2 4 4 . 5 8                   20 0 ‐51 8 0 ‐50 ‐02                                                      TM R S  Ex p e n s e                                      89 , 3 1 3 . 5 8                                                                89 , 3 1 3 . 5 8                                      62 , 4 1 6 . 9 1                        7, 3 2 1 . 8 8                                                                69.885 2 6 , 8 9 6 . 6 7                20 0 ‐51 8 5 ‐50 ‐02                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   1, 3 9 3 . 8 6                                                                      1, 3 9 3 . 8 6                                          75 2 . 9 0                                  55 6 . 5 4                                                                      54.015 6 4 0 . 9 6                      20 0 ‐51 8 6 ‐50 ‐02                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b ‐Em p l   11 , 5 0 0 . 0 0                                                                11 , 5 0 0 . 0 0                                      2, 8 0 0 . 0 0                            40 0 . 0 0                                                                      24.348 8 , 7 0 0 . 0 0                   20 0 ‐51 9 0 ‐50 ‐02                                                      Co n t r a c t  La b o r                                  22 , 8 0 0 . 0 0                                                                22 , 8 0 0 . 0 0                                      5, 4 0 0 . 0 0                            60 0 . 0 0                                                                      23.684 1 7 , 4 0 0 . 0 0                20 0 ‐51 9 1 ‐50 ‐02                                                      Hi r i n g  Co s t                                        10 0 . 0 0                                                                            10 0 . 0 0                                                                                                                                                0 1 0 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   05   1, 0 0 3 , 8 0 1 . 4 6                                                     1, 0 0 3 , 8 0 1 . 4 6                          70 2 , 6 9 3 . 4 8                    80 , 3 9 1 . 4 1                                                          70.003 3 0 1 , 1 0 7 . 9 8              20 0 ‐52 1 0 ‐50 ‐02                                                      Su p p l i e s                                              3, 1 0 0 . 0 0                                                                      3, 1 0 0 . 0 0                                          88 8 . 4 5                                                                                                  28.66 2 , 2 1 1 . 5 5                   20 0 ‐52 1 2 ‐50 ‐02                                                      Bu i l d i n g  Su p p l i e s                            1, 5 5 0 . 0 0                                                                      1, 5 5 0 . 0 0                                          1, 7 9 6 . 9 6                            16 6 . 4 7                                                                      115.933 ( 2 4 6 . 9 6 )                     20 0 ‐52 2 0 ‐50 ‐02                                                      Of f i c e  Eq u i p m e n t                              4, 2 0 0 . 0 0                                                                      4, 2 0 0 . 0 0                                          10 , 1 0 5 . 5 4                                                                                        240.608 ( 5 , 9 0 5 . 5 4 )                 20 0 ‐52 3 0 ‐50 ‐02                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            7, 2 0 0 . 0 0                                                                      7, 2 0 0 . 0 0                                          1, 3 7 9 . 6 9                            35 3 . 6 9                                                                      19.162 5 , 8 2 0 . 3 1                   20 0 ‐52 4 0 ‐50 ‐02                                                      Po s t a g e  an d  De l i v e r y                      1, 8 0 0 . 0 0                                                                      1, 8 0 0 . 0 0                                          14 9 . 2 7                                  3. 0 1                                                                              8.293 1 , 6 5 0 . 7 3                   20 0 ‐52 5 0 ‐50 ‐02                                                      Pu b l i c a t i o n s                                      50 . 0 0                                                                                50 . 0 0                                                                                                                                                      0 5 0 . 0 0                        20 0 ‐52 8 0 ‐50 ‐02                                                      Pr i n t i n g  an d  Re p r o d u c t i o n            11 , 0 0 0 . 0 0                                                                11 , 0 0 0 . 0 0                                      48 3 . 4 6                                                                                                  4.395 1 0 , 5 1 6 . 5 4                 Su b t o t a l  ob j e c t  ‐   05   28 , 9 0 0 . 0 0                                                                28 , 9 0 0 . 0 0                                      14 , 8 0 3 . 3 7                        52 3 . 1 7                                                                      51.223 1 4 , 0 9 6 . 6 3                20 0 ‐53 1 0 ‐50 ‐02                                                      Re n t a l  Ex p e n s e                                  60 0 . 0 0                                                                            60 0 . 0 0                                                30 5 . 8 0                                                                                                  50.967 2 9 4 . 2 0                      20 0 ‐53 2 0 ‐50 ‐02                                                      Re p a i r s  & Ma i n t e n a n c e                    3, 6 0 0 . 0 0                                                                      3, 6 0 0 . 0 0                                          3, 6 7 5 . 4 9                                                                                            102.097 ( 7 5 . 4 9 )                       20 0 ‐53 3 0 ‐50 ‐02                                                      Co p i e r  Ex p e n s e                                  86 4 . 0 0                                                                            86 4 . 0 0                                                1, 0 4 0 . 8 3                            14 1 . 1 7                                                                      120.466 ( 1 7 6 . 8 3 )                     20 0 ‐53 4 0 ‐50 ‐02                                                      Bu i l d i n g  Re p a i r s                              4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          4, 5 5 1 . 6 9                            1, 6 5 5 . 4 0                                                                113.792 ( 5 5 1 . 6 9 )                     20 0 ‐53 5 0 ‐50 ‐02                                                      Ve h i c l e  Ex p e n s e                                20 , 0 0 0 . 0 0                                                                20 , 0 0 0 . 0 0                                      21 , 5 4 0 . 6 7                        11 9 . 6 9                                                                      107.703 ( 1 , 5 4 0 . 6 7 )                 20 0 ‐53 5 2 ‐50 ‐02                                                      Fu e l                                                      25 , 0 0 0 . 0 0                                                                25 , 0 0 0 . 0 0                                      10 , 3 3 9 . 6 1                                                                                        41.358 1 4 , 6 6 0 . 3 9                20 0 ‐53 5 3 ‐50 ‐02                                                      Oi l / G r e a s e / I n s p e c t i o n s                  50 0 . 0 0                                                                            50 0 . 0 0                                                26 8 . 5 0                                                                                                  53.7 2 3 1 . 5 0                       Su b t o t a l  ob j e c t  ‐   05   54 , 5 6 4 . 0 0                                                                54 , 5 6 4 . 0 0                                      41 , 7 2 2 . 5 9                        1, 9 1 6 . 2 6                                                                76.465 1 2 , 8 4 1 . 4 1                20 0 ‐54 0 0 ‐50 ‐02                                                      Un i f o r m  Ex p e n s e                                13 , 6 0 0 . 0 0                                                                13 , 6 0 0 . 0 0                                      7, 4 5 6 . 7 4                                                                                            54.829 6 , 1 4 3 . 2 6                   20 0 ‐54 1 5 ‐50 ‐02                                                      Tu i t i o n  Re i m b u r s e m e n t                    9, 2 0 0 . 0 0                                                                      9, 2 0 0 . 0 0                                          3, 7 3 9 . 5 3                                                                                            40.647 5 , 4 6 0 . 4 7                   20 0 ‐54 1 9 ‐50 ‐02                                                      IT  Li c e n s e s                                        1, 2 0 0 . 0 0                                                                      1, 2 0 0 . 0 0                                                                                                                                          0 1 , 2 0 0 . 0 0                   20 0 ‐54 3 0 ‐50 ‐02                                                      Le g a l  Fe e s                                          1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          17 1 . 0 0                                                                                                  17.1 8 2 9 . 0 0                      38 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget            20 0 ‐54 7 5 ‐50 ‐02                                                      Cr e d i t  Ca r d  Fe e s                              32 , 0 0 0 . 0 0                                                                32 , 0 0 0 . 0 0                                      33 , 3 8 8 . 6 1                        4, 0 4 3 . 6 4                                                                104.339 ( 1 , 3 8 8 . 6 1 )                 20 0 ‐54 8 0 ‐50 ‐02                                                      Co n t r a c t e d  Se r v i c e s                        66 , 2 0 0 . 0 0                                                                66 , 2 0 0 . 0 0                                      49 , 3 9 2 . 1 3                        32 0 . 7 0                                                                      74.61 1 6 , 8 0 7 . 8 7                 Su b t o t a l  ob j e c t  ‐   05   12 3 , 2 0 0 . 0 0                                                           12 3 , 2 0 0 . 0 0                                  94 , 1 4 8 . 0 1                        4, 3 6 4 . 3 4                                                                76.419 2 9 , 0 5 1 . 9 9                20 0 ‐55 2 0 ‐50 ‐02                                                      Te l e p h o n e s                                          10 , 9 3 5 . 0 0                                (3 , 2 3 5 . 0 0 )                                7, 7 0 0 . 0 0                                          3, 7 9 6 . 3 2                            45 2 . 5 2                                                                      49.303 3 , 9 0 3 . 6 8                   20 0 ‐55 2 4 ‐50 ‐02                                                      Ga s                                                        1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          58 6 . 9 7                                                                                                  58.697 4 1 3 . 0 3                      20 0 ‐55 2 5 ‐50 ‐02                                                      El e c t r i c i t y                                        17 8 , 8 3 1 . 0 0                                                           17 8 , 8 3 1 . 0 0                                  10 7 , 8 7 1 . 3 8                    15 , 8 4 5 . 6 2                                                          60.32 7 0 , 9 5 9 . 6 2                20 0 ‐55 2 6 ‐50 ‐02                                                      Da t a  Ne t w o r k                                      4, 3 2 0 . 0 0                                                                      4, 3 2 0 . 0 0                                          2, 7 9 9 . 2 0                            34 9 . 9 0                                                                      64.796 1 , 5 2 0 . 8 0                   20 0 ‐55 3 0 ‐50 ‐02                                                      Tr a v e l                                                  1, 3 0 0 . 0 0                                                                      1, 3 0 0 . 0 0                                          48 8 . 5 0                                                                                                  37.577 8 1 1 . 5 0                      20 0 ‐55 3 3 ‐50 ‐02                                                      Mi l e a g e  Ex p e n s e                                1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          56 . 5 8                                                                                                        5.658 9 4 3 . 4 2                      20 0 ‐55 3 6 ‐50 ‐02                                                      Tr a i n i n g / S e m i n a r s                            19 , 4 0 0 . 0 0                                                                19 , 4 0 0 . 0 0                                      6, 6 0 0 . 1 4                            71 2 . 6 0                                                                      34.021 1 2 , 7 9 9 . 8 6                20 0 ‐55 4 0 ‐50 ‐02                                                      Wa t e r  Te s t i n g                                    2, 5 0 0 . 0 0                                                                      2, 5 0 0 . 0 0                                          2, 2 2 8 . 8 8                            41 5 . 4 0                                                                      89.155 2 7 1 . 1 2                      20 0 ‐55 4 5 ‐50 ‐02                                                      Me t e r  Pu r c h a s e s                                30 5 , 7 5 7 . 0 0                                                           30 5 , 7 5 7 . 0 0                                  22 7 , 1 6 1 . 9 9                                                   54 , 7 9 2 . 5 0                            74.295 2 3 , 8 0 2 . 5 1                20 0 ‐55 5 0 ‐50 ‐02                                                      Wa t e r  Pu r c h a s e s                                2, 4 3 7 , 0 2 5 . 0 0                                                     2, 4 3 7 , 0 2 5 . 0 0                          1, 4 7 9 , 2 0 9 . 7 0            20 4 , 7 7 5 . 0 0                      2, 9 9 0 . 0 0                                  60.697 9 5 4 , 8 2 5 . 3 0               Su b t o t a l  ob j e c t  ‐   05   2, 9 6 2 , 0 6 8 . 0 0                      (3 , 2 3 5 . 0 0 )                                2, 9 5 8 , 8 3 3 . 0 0                          1, 8 3 0 , 7 9 9 . 6 6            22 2 , 5 5 1 . 0 4                      57 , 7 8 2 . 5 0                            61.876 1 , 0 7 0 , 2 5 0 . 8 4           20 0 ‐56 2 0 ‐50 ‐02                                                      To o l s  & Eq u i p m e n t                            19 , 7 0 0 . 0 0                                                                19 , 7 0 0 . 0 0                                      4, 1 6 9 . 7 7                            46 3 . 5 2                                                                      21.166 1 5 , 5 3 0 . 2 3                20 0 ‐56 3 0 ‐50 ‐02                                                      Sa f e t y  Eq u i p m e n t                              8, 2 0 0 . 0 0                                                                      8, 2 0 0 . 0 0                                          5, 2 1 6 . 4 7                                                                                            63.615 2 , 9 8 3 . 5 3                   20 0 ‐56 4 0 ‐50 ‐02                                                      Si g n s  & Ha r d w a r e                              80 0 . 0 0                                                                            80 0 . 0 0                                                1, 8 6 6 . 1 0                                                                                            233.263 ( 1 , 0 6 6 . 1 0 )                 20 0 ‐56 5 0 ‐50 ‐02                                                      Ma i n t e n a n c e  Ma t e r i a l s                    30 , 4 0 0 . 0 0                                                                30 , 4 0 0 . 0 0                                      2, 4 7 4 . 8 6                            16 2 . 8 8                                                                      8.141 2 7 , 9 2 5 . 1 4                20 0 ‐56 6 0 ‐50 ‐02                                                      Ch e m i c a l  Su p p l i e s                            8, 0 0 0 . 0 0                                                                      8, 0 0 0 . 0 0                                          8, 6 6 1 . 0 8                            66 2 . 5 4                                                                      108.26 4 (661.08)                    20 0 ‐56 7 0 ‐50 ‐02                                                      Sy s t e m  Im p r o v e m e n t s                        78 , 9 5 0 . 0 0                                                                78 , 9 5 0 . 0 0                                      71 , 6 5 5 . 6 0                        18 , 3 9 5 . 0 5                                                          90.761 7 , 2 9 4 . 4 0                    Su b t o t a l  ob j e c t  ‐   05   14 6 , 0 5 0 . 0 0                                                           14 6 , 0 5 0 . 0 0                                  94 , 0 4 3 . 8 8                        19 , 6 8 3 . 9 9                                                          64.392 5 2 , 0 0 6 . 1 2                20 0 ‐62 0 0 ‐50 ‐02                                                      Bo n d  Ad m i n i s t r a t i v e  Fe e s              3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          40 0 . 0 0                                                                                                  13.333 2 , 6 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   06   3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          40 0 . 0 0                                                                                                  13.333 2 , 6 0 0 . 0 0                   20 0 ‐71 4 3 ‐50 ‐02                                                      Tr a n s f e r  to  In t e r n a l  Se r v .  Fd    2, 1 6 0 . 0 0                                                                      2, 1 6 0 . 0 0                                          1, 6 2 0 . 0 0                            18 0 . 0 0                                                                      75 5 4 0 . 0 0                       Su b t o t a l  ob j e c t  ‐   07   2, 1 6 0 . 0 0                                                                      2, 1 6 0 . 0 0                                          1, 6 2 0 . 0 0                            18 0 . 0 0                                                                      75 5 4 0 . 0 0                      Pr o g r a m  nu m b e r :        2    WA T E R                                                    4, 3 2 3 , 7 4 3 . 4 6                      (3 , 2 3 5 . 0 0 )                                4, 3 2 0 , 5 0 8 . 4 6                          2, 7 8 0 , 2 3 0 . 9 9            32 9 , 6 1 0 . 2 1                      57 , 7 8 2 . 5 0                            64.35 1 , 4 8 2 , 4 9 4 . 9 7           20 0 ‐51 1 0 ‐50 ‐03                                                      Sa l a r i e s  & Wa g e s                              15 9 , 8 1 5 . 0 0                                                           15 9 , 8 1 5 . 0 0                                  12 1 , 3 6 6 . 3 8                    14 , 8 9 8 . 0 4                                                          75.942 3 8 , 4 4 8 . 6 2                20 0 ‐51 1 5 ‐50 ‐03                                                      Sa l a r i e s  ‐   Ov e r t i m e                        7, 2 7 9 . 0 0                                                                      7, 2 7 9 . 0 0                                          7, 7 8 7 . 7 2                            54 4 . 0 4                                                                      106.989 ( 5 0 8 . 7 2 )                     20 0 ‐51 4 0 ‐50 ‐03                                                      Sa l a r i e s  ‐   Lo n g e v i t y  Pa y              1, 0 7 0 . 0 0                                                                      1, 0 7 0 . 0 0                                          1, 0 1 0 . 0 0                                                                                            94.393 6 0 . 0 0                        20 0 ‐51 4 5 ‐50 ‐03                                                      So c i a l  Se c u r i t y  Ex p e n s e                10 , 4 2 6 . 0 0                                                                10 , 4 2 6 . 0 0                                      7, 5 0 4 . 4 1                            88 9 . 7 4                                                                      71.978 2 , 9 2 1 . 5 9                   20 0 ‐51 5 0 ‐50 ‐03                                                      Me d i c a r e  Ex p e n s e                              2, 4 3 8 . 0 0                                                                      2, 4 3 8 . 0 0                                          1, 7 5 5 . 0 5                            20 8 . 0 7                                                                      71.987 6 8 2 . 9 5                      20 0 ‐51 5 5 ‐50 ‐03                                                      SU T A  Ex p e n s e                                      36 . 0 0                                                                                36 . 0 0                                                      68 4 . 0 0                                                                                                  0 ( 6 4 8 . 0 0 )                     20 0 ‐51 6 0 ‐50 ‐03                                                      He a l t h / D e n t a l  In s u r a n c e                13 , 8 5 7 . 0 0                                                                13 , 8 5 7 . 0 0                                      20 , 6 9 8 . 0 5                        2, 3 8 0 . 9 8                                                                149.369 ( 6 , 8 4 1 . 0 5 )                 20 0 ‐51 6 5 ‐50 ‐03                                                      De n t a l  In s u r a n c e                              1, 0 5 8 . 0 0                                                                      1, 0 5 8 . 0 0                                          1, 0 6 3 . 6 8                            13 4 . 6 8                                                                      100.537 ( 5 . 6 8 )                         20 0 ‐51 7 0 ‐50 ‐03                                                      Li f e  In s u r a n c e                                  28 4 . 0 0                                                                            28 4 . 0 0                                                26 7 . 9 2                                  31 . 5 2                                                                          94.338 16.08                        20 0 ‐51 7 5 ‐50 ‐03                                                      Li a b i l i t y  (T M L ) / W o r k e r s '  Co m p    3, 3 2 2 . 0 0                                                                      3, 3 2 2 . 0 0                                          2, 7 9 3 . 3 9                                                                                            84.088 5 2 8 . 6 1                      20 0 ‐51 8 0 ‐50 ‐03                                                      TM R S  Ex p e n s e                                      20 , 9 1 5 . 0 0                                                                20 , 9 1 5 . 0 0                                      15 , 9 8 2 . 1 3                        1, 9 2 1 . 2 1                                                                76.415 4 , 9 3 2 . 8 7                   20 0 ‐51 8 5 ‐50 ‐03                                                      Lo n g  Te r m / S h o r t  Te r m  Di s a b i l i t   32 0 . 0 0                                                                            32 0 . 0 0                                                18 7 . 6 7                                  14 0 . 7 1                                                                      58.647 1 3 2 . 3 3                      20 0 ‐51 8 6 ‐50 ‐03                                                      WE L L E ‐We l l n e s s  Pr o g  Re i m b ‐Em p l   3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          74 7 . 4 6                                  89 . 1 6                                                                          24.915 2 , 2 5 2 . 5 4                    Su b t o t a l  ob j e c t  ‐   05   22 3 , 8 2 0 . 0 0                                                           22 3 , 8 2 0 . 0 0                                  18 1 , 8 4 7 . 8 6                    21 , 2 3 8 . 1 5                                                          81.247 4 1 , 9 7 2 . 1 4                20 0 ‐52 1 0 ‐50 ‐03                                                      Su p p l i e s                                              80 0 . 0 0                                                                            80 0 . 0 0                                                17 1 . 6 3                                                                                                  21.454 6 2 8 . 3 7                      20 0 ‐52 1 2 ‐50 ‐03                                                      Bu i l d i n g  Su p p l i e s                            60 0 . 0 0                                                                            60 0 . 0 0                                                15 3 . 5 7                                                                                                  25.595 4 4 6 . 4 3                      20 0 ‐52 2 0 ‐50 ‐03                                                      Of f i c e  Eq u i p m e n t                              75 0 . 0 0                                                                            75 0 . 0 0                                                                                                                                                0 7 5 0 . 0 0                      20 0 ‐52 3 0 ‐50 ‐03                                                      Du e s , F e e s , &  Su b s c r i p t i o n s            2, 0 0 0 . 0 0                                                                      2, 0 0 0 . 0 0                                                                                                                                          0 2 , 0 0 0 . 0 0                    Su b t o t a l  ob j e c t  ‐   05   4, 1 5 0 . 0 0                                                                      4, 1 5 0 . 0 0                                          32 5 . 2 0                                                                                                  7.836 3 , 8 2 4 . 8 0                   20 0 ‐53 1 0 ‐50 ‐03                                                      Re n t a l  Ex p e n s e                                  50 0 . 0 0                                                                            50 0 . 0 0                                                86 3 . 3 8                                                                                                  172.676 ( 3 6 3 . 3 8 )                     20 0 ‐53 2 0 ‐50 ‐03                                                      Re p a i r s  & Ma i n t e n a n c e                    40 0 . 0 0                                                                            40 0 . 0 0                                                3, 3 0 1 . 6 5                                                                                            825.413 ( 2 , 9 0 1 . 6 5 )                 20 0 ‐53 3 5 ‐50 ‐03                                                      Ra d i o / V i d e o  Re p a i r s                        50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      20 0 ‐53 4 0 ‐50 ‐03                                                      Bu i l d i n g  Re p a i r s                              50 0 . 0 0                                                                            50 0 . 0 0                                                34 . 9 6                                                                                                        6.992 4 6 5 . 0 4                      20 0 ‐53 5 0 ‐50 ‐03                                                      Ve h i c l e  Ex p e n s e                                6, 2 0 0 . 0 0                                                                      6, 2 0 0 . 0 0                                          6, 1 3 5 . 5 3                            46 8 . 3 8                                                                      98.96 6 4 . 4 7                        20 0 ‐53 5 2 ‐50 ‐03                                                      Fu e l                                                      4, 0 0 0 . 0 0                                                                      4, 0 0 0 . 0 0                                          1, 4 1 7 . 5 4                                                                                            35.439 2 , 5 8 2 . 4 6                   20 0 ‐53 5 3 ‐50 ‐03                                                      Oi l / G r e a s e / I n s p e c t i o n s                  25 0 . 0 0                                                                            25 0 . 0 0                                                14 5 . 5 0                                  25 . 5 0                                                                          58.2 1 0 4 . 5 0                      39 Item 4b  Ac c o u n t  Nu m b e r    De s c r i p t i o n    Cu r r e n t                    Cu r r e n t                    Cu r r r e n t                  Cu r r e n t                    Cu r r e n t                    En c u m b r a n c e s        Percent  YTD         Current              Ye a r                          Ye a r                          Ye a r                          YT D                            Mo n t h                                                          %                  Remaining            Ad o p t e d  Bu d g e t      Am e n d m e n t s              Am e n d e d  Bu d g e t      Ac t u a l                      Ac t u a l                                                                                          Budget             Su b t o t a l  ob j e c t  ‐   05   12 , 3 5 0 . 0 0                                                                12 , 3 5 0 . 0 0                                      11 , 8 9 8 . 5 6                        49 3 . 8 8                                                                      96.345 4 5 1 . 4 4                      20 0 ‐54 0 0 ‐50 ‐03                                                      Un i f o r m  Ex p e n s e                                3, 0 0 0 . 0 0                                                                      3, 0 0 0 . 0 0                                          1, 6 1 7 . 9 6                                                                                            53.932 1 , 3 8 2 . 0 4                   20 0 ‐54 1 8 ‐50 ‐03                                                      IT  Fe e s                                                17 , 8 0 0 . 0 0                                                                17 , 8 0 0 . 0 0                                                                                                                                      0 1 7 , 8 0 0 . 0 0                20 0 ‐54 3 0 ‐50 ‐03                                                      Le g a l  Fe e s                                          50 0 . 0 0                                                                            50 0 . 0 0                                                32 3 . 0 0                                                                                                  64.6 1 7 7 . 0 0                      20 0 ‐54 8 0 ‐50 ‐03                                                      Co n t r a c t e d  Se r v i c e s                        67 , 3 6 6 . 0 0                                                                67 , 3 6 6 . 0 0                                      6, 1 0 5 . 3 4                            44 4 . 3 9                                      23 , 2 5 5 . 0 0                            9.063 3 8 , 0 0 5 . 6 6                 Su b t o t a l  ob j e c t  ‐   05   88 , 6 6 6 . 0 0                                                                88 , 6 6 6 . 0 0                                      8, 0 4 6 . 3 0                            44 4 . 3 9                                      23 , 2 5 5 . 0 0                            9.075 5 7 , 3 6 4 . 7 0                20 0 ‐55 2 0 ‐50 ‐03                                                      Te l e p h o n e s                                          1, 5 2 4 . 0 0                                                                      1, 5 2 4 . 0 0                                          97 3 . 6 9                                  11 7 . 7 1                                                                      63.89 5 5 0 . 3 1                      20 0 ‐55 2 5 ‐50 ‐03                                                      El e c t r i c i t y                                        50 , 8 0 0 . 0 0                                                                50 , 8 0 0 . 0 0                                      36 , 2 6 0 . 0 4                        4, 9 1 2 . 9 0                                                                71.378 1 4 , 5 3 9 . 9 6                20 0 ‐55 3 0 ‐50 ‐03                                                      Tr a v e l                                                  1, 5 0 0 . 0 0                                                                      1, 5 0 0 . 0 0                                                                                                                                          0 1 , 5 0 0 . 0 0                   20 0 ‐55 3 3 ‐50 ‐03                                                      Mi l e a g e  Ex p e n s e                                50 0 . 0 0                                                                            50 0 . 0 0                                                                                                                                                0 5 0 0 . 0 0                      20 0 ‐55 3 6 ‐50 ‐03                                                      Tr a i n i n g / S e m i n a r s                            4, 1 0 0 . 0 0                                                                      4, 1 0 0 . 0 0                                          6, 3 4 4 . 7 6                                                                                            154.75 ( 2 , 2 4 4 . 7 6 )                 20 0 ‐55 6 0 ‐50 ‐03                                                      Se w e r  Ma n a g e m e n t  Fe e s                    1, 4 8 5 , 3 4 8 . 0 0                                                     1, 4 8 5 , 3 4 8 . 0 0                          1, 1 4 3 , 5 7 3 . 1 6            10 9 , 5 8 6 . 0 0                                                     76.99 3 4 1 , 7 7 4 . 8 4               Su b t o t a l  ob j e c t  ‐   05   1, 5 4 3 , 7 7 2 . 0 0                                                     1, 5 4 3 , 7 7 2 . 0 0                          1, 1 8 7 , 1 5 1 . 6 5            11 4 , 6 1 6 . 6 1                                                     76.899 3 5 6 , 6 2 0 . 3 5              20 0 ‐56 2 0 ‐50 ‐03                                                      To o l s  & Eq u i p m e n t                            4, 2 0 0 . 0 0                                                                      4, 2 0 0 . 0 0                                          4, 6 7 7 . 1 9                            81 3 . 8 0                                                                      111.362 ( 4 7 7 . 1 9 )                     20 0 ‐56 3 0 ‐50 ‐03                                                      Sa f e t y  Eq u i p m e n t                              4, 2 0 0 . 0 0                                                                      4, 2 0 0 . 0 0                                          1, 5 7 8 . 4 6                                                                                            37.582 2 , 6 2 1 . 5 4                   20 0 ‐56 4 0 ‐50 ‐03                                                      Si g n s  & Ha r d w a r e                              25 0 . 0 0                                                                            25 0 . 0 0                                                                                                                                                0 2 5 0 . 0 0                      20 0 ‐56 5 0 ‐50 ‐03                                                      Ma i n t e n a n c e  Ma t e r i a l s                    1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                          2, 9 1 7 . 8 8                            2, 9 1 7 . 8 8                                                                291.788 ( 1 , 9 1 7 . 8 8 )                 20 0 ‐56 6 0 ‐50 ‐03                                                      Ch e m i c a l  Su p p l i e s                            1, 0 0 0 . 0 0                                                                      1, 0 0 0 . 0 0                                                                                                                                          0 1 , 0 0 0 . 0 0                   20 0 ‐56 7 0 ‐50 ‐03                                                      Sy s t e m  Im p r o v e m e n t s                        32 , 0 0 0 . 0 0                                                                32 , 0 0 0 . 0 0                                      21 , 0 5 2 . 4 3                        15 , 2 1 7 . 5 0                                                          65.789 1 0 , 9 4 7 . 5 7                20 0 ‐56 8 0 ‐50 ‐03                                                      Li f t  St a t i o n  Ex p e n s e                      51 , 4 0 0 . 0 0                                                                51 , 4 0 0 . 0 0                                      5, 4 9 6 . 2 7                            2, 1 8 7 . 5 0                                                                10.693 4 5 , 9 0 3 . 7 3                 Su b t o t a l  ob j e c t  ‐   05   94 , 0 5 0 . 0 0                                                                94 , 0 5 0 . 0 0                                      35 , 7 2 2 . 2 3                        21 , 1 3 6 . 6 8                                                          37.982 5 8 , 3 2 7 . 7 7                40 Item 4b "A P L A C E W H E R E E V E R Y O N E M A T T E R S " In v e s t m e n t  Po r t f o l i o  Su m m a r y Ap r i l  1,  20 1 6  ‐   Ju n e  30 ,  20 1 6 Pr e p a r e d  By Be t t y  Pa m p l i n Ac c o u n t i n g  Ma n a g e r To w n  of  Pr o s p e r Ha r l a n  Je f f e r s o n To w n  Ma n a g e r To w n  of  Pr o s p e r Item 4c Item 4c TO W N O F P R O S P E R , T E X A S IN V E N T O R Y H O L D I N G R E P O R T 06 / 3 0 / 1 6 AL L F U N D T Y P E S E X C E P T E D C Ma t u r i t y B r e a k Ba n k D e p o s i t 34 , 3 1 5 , 4 9 4 S u b t o t a l - C a s h 34 , 3 1 5 , 4 9 4 5 5 . 4 % Te x P o o l 2, 3 5 4 , 6 7 8 Te x S t a r 25 , 1 3 0 , 1 0 6 S u b t o t a l - P o o l s 27 , 4 8 4 , 7 8 3 4 4 . 4 % Ag e n c i e s , T r e a s u r i e s , M u n i B o n d s & C D ' s 0- 3 m o n t h s 0 3- 6 m o n t h s 0 6- 9 m o n t h s 0 9- 1 2 m o n t h s 10 3 , 2 7 7 S u b t o t a l - O t h e r < 1 y e a r 10 3 , 2 7 7 0 . 2 % 1- 2 y e a r s 0 2- 3 y e a r s 0 > 3 y e a r s 0 0. 0 6 % S u b t o t a l - O t h e r 1 o r > 1 y e a r 0 0 . 0 % To t a l 61 , 9 0 3 , 5 5 4 1 0 0 % As s e t D i v e r s i f i c a t i o n Ba n k D e p o s i t 34 , 3 1 5 , 4 9 4 5 5 . 4 % Te x P o o l 2, 3 5 4 , 6 7 8 3 . 8 % Te x S t a r 25 , 1 3 0 , 1 0 6 4 0 . 6 % Ce r t i f i c a t e o f D e p o s i t 10 3 , 2 7 7 0 . 2 % To t a l 6 1 , 9 0 3 , 5 5 4 1 0 0 . 0 %  ‐  5, 0 0 0 , 0 0 0  10 , 0 0 0 , 0 0 0  15 , 0 0 0 , 0 0 0  20 , 0 0 0 , 0 0 0  25 , 0 0 0 , 0 0 0  30 , 0 0 0 , 0 0 0  35 , 0 0 0 , 0 0 0  40 , 0 0 0 , 0 0 0 To w n  of  Pr o s p e r  ‐ Ma t u r i t y  Br e a k 1  Da y  Li q u i d i t y 0 5, 0 0 0 , 0 0 0 10 , 0 0 0 , 0 0 0 15 , 0 0 0 , 0 0 0 20 , 0 0 0 , 0 0 0 25 , 0 0 0 , 0 0 0 30 , 0 0 0 , 0 0 0 35 , 0 0 0 , 0 0 0 40 , 0 0 0 , 0 0 0 Ba n k  De p o s i t T e x P o o l T e x S t a r C e r t i f i c a t e  of De p o s i t To w n  of  Pr o s p e r  ‐ Se c u r i t y  Ty p e Town  Page  2Item 4c TO W N O F P R O S P E R , T E X A S CU R R E N T I N V E S T M E N T P O R T F O L I O A S O F Ju n e 3 0 , 2 0 1 6 AL L F U N D T Y P E S ( E X C E P T E D C ) A S D E F I N E D I N T O W N ' S I N V E S T M E N T P O L I C Y PU R C H A S E DA Y S D A Y S T O TY P E O F SE T T L E M E N T M A T U R I T Y HE L D M A T U R I T Y % T O T A L W E I G H T E D A V G W E I G H T E D CU S I P S E C U R I T Y P A R DA T E D A T E T E R M 0 6 / 3 0 / 1 6 0 6 / 3 0 / 1 6 R A T E MATURITY A V G . Y I E L D Ba n k D e p o s i t Ca s h 34 , 3 1 5 , 4 9 4 0 6 / 3 0 / 1 6 0 7 / 0 1 / 1 6 1 0 1 0 . 7 5 0 0 % 5 5 . 4 3 % 0.554 0.42% Te x P o o l Po o l 2, 3 5 4 , 6 7 8 0 6 / 3 0 / 1 6 0 7 / 0 1 / 1 6 1 0 1 0 . 3 4 6 7 % 3 . 8 0 % 0.038 0.01% Te x S t a r Po o l 25 , 1 3 0 , 1 0 6 0 6 / 3 0 / 1 6 0 7 / 0 1 / 1 6 1 0 1 0 . 3 7 6 2 % 4 0 . 6 0 % 0.406 0.15% CD 3 0 0 0 1 5 5 CD 10 3 , 2 7 7 0 6 / 1 4 / 1 3 0 6 / 1 4 / 1 7 1 , 4 6 1 1 , 1 1 2 34 9 0 . 4 5 0 0 % 0 . 1 7 % 0.582 0.00% CD 1 0 7 1 4 8 6 CD 0 0 6 / 1 0 / 1 4 0 6 / 1 0 / 1 6 7 3 1 7 5 1 - 2 0 0 . 3 5 0 0 % 0 . 0 0 % 0.000 0.00% 61 , 9 0 3 , 5 5 4 2, 1 9 5 1, 8 6 3 33 2 10 0 . 0 0 % 1.581 0.58%Town  Page  3Item 4c Av e r a g e  Po r t f o l i o  Yi e l d : 0. 4 9 % Av e r a g e  Po r t f o l i o  Yi e l d : 0. 5 8 % Av e r a g e  Po r t f o l i o  Ma t u r i t y  (d a y s ) : 13 Av e r a g e  Po r t f o l i o  Ma t u r i t y  (d a y s ) : 2 % Ma t u r i n g  wi t h i n  3  mo n t h s : 99 . 8 % % Ma t u r i n g  wi t h i n  3  mo n t h s : 99 . 8 % To w n  of  Pr o s p e r ,  Te x a s Qu a r t e r l y  Po r t f o l i o  Ch a n g e Ca s h 56 % Po o l s 44 % CD ' s 0% To t a l  Po r t f o l i o  As s e t s  as  of   06 / 3 0 / 2 0 1 6  ar e  $6 1 , 9 0 3 , 5 5 4 Ca s h 33 % Po o l s 63 % CD ' s 4% To t a l  Po r t f o l i o  As s e t s  as  of 3/ 3 1 / 2 0 1 6  ar e  $6 2 , 6 8 9 , 6 4 4 Town  Page  4Item 4c TO W N O F P R O S P E R , T E X A S QU A R T E R L Y P O S I T I O N C H A N G E R E P O R T Ap r i l 1 , 2 0 1 6 - J u n e 3 0 , 2 0 1 6 PU R C H A S E B O O K V A L U E M A R K E T V A L U E TY P E O F C U R R E N T S E T T L E M E N T M A T U R I T Y B E G I N N I N G E N D I N G B E G I N N I N G E N D I N G CU S I P S E C U R I T Y P A R R A T E D A T E D A T E 0 4 / 0 1 / 1 6 0 6 / 3 0 / 1 6 C H A N G E 0 4 / 0 1 / 1 6 0 6 / 3 0 / 1 6 C H A N G E Ca s h P o s i t i o n s : B a n k C a s h I n v e s t m e n t s Ba n k D e p o s i t C a s h 34 , 3 1 5 , 4 9 4 V a r i e s 06 / 3 0 / 1 6 0 7 / 0 1 / 1 6 2 0 , 4 8 0 , 3 2 9 3 4 , 3 1 5 , 4 9 4 1 3 , 8 3 5 , 1 6 5 * 2 0 , 4 8 0 , 3 2 9 3 4 , 3 1 5 , 4 9 4 1 3 , 8 3 5 , 1 6 5 Su b t o t a l C a s h P o s i t i o n s 34 , 3 1 5 , 4 9 4 20 , 4 8 0 , 3 2 9 3 4 , 3 1 5 , 4 9 4 1 3 , 8 3 5 , 1 6 5 20 , 4 8 0 , 3 2 9 3 4 , 3 1 5 , 4 9 4 1 3 , 8 3 5 , 1 6 5 Ca s h P o s i t i o n s : P o o l e d I n v e s t m e n t s Te x P o o l P o o l 2, 3 5 4 , 6 7 8 0 . 3 4 7 % 0 6 / 3 0 / 1 6 0 7 / 0 1 / 1 6 6 , 5 1 8 , 1 2 6 2 , 3 5 4 , 6 7 8 ( 4 , 1 6 3 , 4 4 8 ) 6, 5 1 8 , 1 2 6 2 , 3 5 4 , 6 7 8 ( 4 , 1 6 3 , 4 4 8 ) Te x S t a r P o o l 25 , 1 3 0 , 1 0 6 0 . 3 7 6 % 0 6 / 3 0 / 1 6 0 7 / 0 1 / 1 6 3 2 , 9 0 4 , 5 0 6 2 5 , 1 3 0 , 1 0 6 ( 7 , 7 7 4 , 4 0 0 ) 32 , 9 0 4 , 5 0 6 2 5 , 1 3 0 , 1 0 6 ( 7 , 7 7 4 , 4 0 0 ) Su b t o t a l P o o l I n v e s t m e n t s 2 7 , 4 8 4 , 7 8 3 39 , 4 2 2 , 6 3 2 2 7 , 4 8 4 , 7 8 3 ( 1 1 , 9 3 7 , 8 4 9 ) * 3 9 , 4 2 2 , 6 3 2 2 7 , 4 8 4 , 7 8 3 ( 1 1 , 9 3 7 , 8 4 9 ) Ce r t i f i c a t e s o f D e p o s i t CD 3 0 0 0 1 5 5 C D 10 3 , 2 7 7 0 . 4 5 % 0 6 / 1 4 / 1 5 0 6 / 1 4 / 1 7 1 0 3 , 1 2 1 1 0 3 , 2 7 7 15 6 10 3 , 1 2 1 1 0 3 , 2 7 7 156 CD 1 0 7 1 4 8 6 C D - 0 . 3 5 % 0 6 / 1 0 / 1 5 0 6 / 1 0 / 1 6 2 , 6 8 3 , 5 6 2 - ( 2 , 6 8 3 , 5 6 2 ) 2, 6 8 3 , 5 6 2 - ( 2 , 6 8 3 , 5 6 2 ) Su b t o t a l C D ' s 10 3 , 2 7 7 2, 7 8 6 , 6 8 3 1 0 3 , 2 7 7 ( 2 , 6 8 3 , 4 0 6 ) 2, 7 8 6 , 6 8 3 1 0 3 , 2 7 7 ( 2 , 6 8 3 , 4 0 6 ) Gr a n d T o t a l 61 , 9 0 3 , 5 5 4 62 , 6 8 9 , 6 4 4 61 , 9 0 3 , 5 5 4 (78 6 , 0 9 0 ) 62 , 6 8 9 , 6 4 4 61 , 9 0 3 , 5 5 4 (786,090 ) * T h e c h a n g e i n b a l a n c e w a s l a r g e l y d u e t o f u n d s b e i n g t r a n s f e r r e d f r o m T e x S t a r / T e x P o o l t o I n d e p e n d e n t B a n k i n J u n e . Town  Page  5Item 4c Page 1 of 1 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider accepting the submission of the certified collection rate of 100 percent for FY 2016- 2017. Description of Agenda Item: Section 26.04 of the Texas Property Tax Code requires that a “taxing unit’s collector shall certify an estimate of the collection rate for the current year to the governing body.” The purpose of this agenda item is to accept formally the certification of the anticipated collection rate used for the General Fund, Debt Service Fund, and the TIRZ Funds for the 2016-2017 fiscal year. The collection rate includes the current taxes, delinquent taxes, penalties, and interest. The table below displays a five-year history of the Town’s tax collection rates. The 2016 numbers are reported as of June 30, 2016. Fiscal year ended Sept. 30 Percent of Current Levy Collected Total Collections as a Percent of Tax Levy 2012 99.11% 100.46% 2013 99.24% 100.50% 2014 103.40% 106.43% 2015 101.44% 104.12% 2016 102.25% 104.06% Attached to this staff report is the Collin County Tax Collector’s certification letter for 2016. As in past years, the anticipated collection rate is 100%. Attached Documents: 1. Letter of certification of anticipated collection rate for 2016. Town Staff Recommendation: Town staff recommends that the Town Council accept the submission of the certified collection rate of 100 percent for Fiscal Year 2016-2017. Proposed Motion: I move to accept the submission of the certified collection rate of 100 percent for FY 2016-2017. Prosper is a place where everyone matters. FINANCE Item 4d Item 4d Page 1 of 2 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon an ordinance establishing the 2016 certified appraisal roll. Description of Agenda Item: Section 26.04 of the Texas Property Tax Code says that a taxing unit’s assessor “shall submit the appraisal roll for the unit showing the total appraised, assessed, and taxable values of all property and the total taxable value of new property to the governing body of the unit by August 1 or as soon thereafter as possible.” The roll lists all the taxable property and values within the Town limits for 2016. The Town will also be required to approve the tax roll after the property tax rate is set. There are four main parts to the property tax system. First, the Denton Central Appraisal District (DCAD) and the Collin Central Appraisal District (CCAD) set the value of the property within Prosper each year. Second, the Appraisal Review Boards (ARB’s) settle any disagreements between the taxpayers and the appraisal districts about the value of property. Third, the Collin County Tax Collector’s Office performs tax collection for the Town by contract. The Office also calculates the effective tax rate and rollback tax rate required by state law. Finally, the Town decides how much money it will need to provide services to the community. This determines the total amount of taxes that will need to be collected and the tax rate required to produce this amount. The total freeze adjusted taxable value on the 2016 appraisal roll, including estimated values under protest, is $2,546,143,721, which is 19.58% higher than last year. The total value before the freeze adjustment is $2,742,509,413. Once the tax rate is approved, the Town will be able to begin collecting its 2016 tax levy (i.e., property tax revenue). These funds will be used to cover operating and maintenance expenses as well as debt service. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved this standard form ordinance establishing the certified appraisal roll. Prosper is a place where everyone matters. FINANCE Item 4e Page 2 of 2 Attached Documents: 1. Proposed Ordinance Town Staff Recommendation: Town staff recommends that the Town Council approve the ordinance establishing the 2016 certified appraisal roll. Proposed Motion: I move to approve the ordinance establishing the 2016 certified appraisal roll. Item 4e TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, APPROVING THE 2016 APPRAISAL ROLL; REPEALING ALL CONFLICTING ORDINANCES; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Denton Central Appraisal District (DCAD) and the Collin Central Appraisal District (CCAD) prepare the certified appraisal rolls and rolls under protest of the taxable property in the Town of Prosper, Texas (Town); and WHEREAS, the Town uses the certified appraisal rolls and rolls under protest received from the DCAD and CCAD to calculate the tax rate and rollback tax rate applicable to taxable property in the Town; and WHEREAS, approval by the Town of the certified appraisal roll is required by state law as an integral part of the Town’s ability to levy and collect property taxes. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 All of the above premises are hereby found to be true and correct legislative and factual determinations of the Town and they are hereby approved and incorporated into the body of this Ordinance as if copied in their entirety. SECTION 2 The Town Council hereby approves the certified total taxable (before freeze loss) value on the 2016 appraisal roll of the Town in the amount of $2,742,509,413 assessed valuation, based on the certified appraisal rolls and rolls under protest as approved by the Appraisal Review Boards of the DCAD and the CCAD. SECTION 3 Any and all ordinances, resolutions, rules, regulations, policies, or provisions in conflict with the provisions of this Ordinance are hereby repealed and rescinded to the extent of the conflict herewith. SECTION 4 If any section, paragraph, sentence, clause, phrase or word in this Ordinance, or application thereof by any persons or circumstances is held invalid in any court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of this Ordinance; and, the Town Council hereby declares it would have passed such remaining portions of this Ordinance despite such invalidity, which remaining portions shall remain in full force and effect. Item 4e Ordinance No. 16-__, Page 2 DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, BY A VOTE OF ____ TO ____, ON THIS 9TH DAY OF AUGUST, 2016. APPROVED: Ray Smith, Mayor ATTEST: Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: Terrence S. Welch, Town Attorney Item 4e Page 1 of 2 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider accepting submission of the 2016 effective tax rate of $0.442223 per $100 taxable value and the rollback tax rate of $0.621838 per $100 taxable value. Description of Agenda Item: State law requires municipalities to submit to their governing boards and publish in a local newspaper a notice showing their effective and rollback tax rates and the notice-and-hearing limit for the upcoming fiscal year. The effective tax rate will produce the same amount of tax revenue if applied to the same properties in both years. The rollback rate is the highest tax rate the Town can set before taxpayers can initiate rollback procedures. All taxing units that levied property taxes in 2015 and intend to levy them in 2016 must calculate an effective tax rate and a rollback tax rate. Although the actual calculation is more detailed, the Town’s effective tax rate is generally equal to the prior year’s taxes divided by the current taxable value of properties that were also on the tax roll in the prior year. The effective tax rate is intended to enable the public to evaluate the relationship between taxes for the current year and taxes that a proposed tax rate would produce if applied to the same properties taxed in both years. The rollback rate calculation is split into two separate components: an operating and maintenance rate and a debt rate. The rollback rate calculation allows municipalities to raise 108 percent of the prior year’s operating and maintenance money, plus the necessary debt rate. State law also requires municipalities to publish the effective and rollback tax rates, and to hold two public hearings if the proposed tax rate exceeds the lower of the effective or rollback tax rate. Because the Town’s proposed tax rate of $0.520000 is higher than the effective tax rate of $0.442223, the Town will have to hold public hearings on the tax rate. Attached Documents: 1. 2016 Effective Tax Rate Worksheet. Town Staff Recommendation: Town staff recommends that the Town Council accept the submission of the 2016 effective tax rate of $0.442223 per $100 taxable value and the rollback tax rate of $0.621838 per $100 taxable value. Prosper is a place where everyone matters. FINANCE Item 4f Page 2 of 2 Proposed Motion: I move to accept the submission of the 2016 effective tax rate of $0.442223 per $100 taxable value and the rollback tax rate of $0.621838 per $100 taxable value. Item 4f Item 4f 2016 Effective Tax Rate Worksheet Town of Prosper Date: 08/01/2016 01:10 PM 1. 2015 total taxable value. Enter the amount of 2015 taxable value on the 2015 tax roll today. Include any adjustments since last year's certification; exclude Tax Code Section 25.25(d) one-third over-appraisal corrections from these adjustments. This total includes the taxable value of homesteads with tax ceilings (will deduct in Line 2) and the captured value for tax increment financing (will deduct taxes in Line 14).1 $2,329,453,110 2. 2015 tax ceilings. Counties, cities and junior college districts. Enter 2015 total taxable value of homesteads with tax ceilings. These include the homesteads of homeowners age 65 or older or disabled. Other taxing units enter 0. If your taxing units adopted the tax ceiling provision in 2015 or a prior year for homeowners age 65 or older or disabled, use this step.2 $176,113,026 3. Preliminary 2015 adjusted taxable value. Subtract Line 2 from Line 1.$2,153,340,084 4. 2015 total adopted tax rate.$0.520000/$100 5. 2015 taxable value lost because court appeals of ARB decisions reduced 2015 appraised value. A. Original 2015 ARB Values. B. 2015 values resulting from final court decisions. C. 2015 value loss. Subtract B from A.3 $1,855,987 $1,664,382 $191,605 6. 2015 taxable value, adjusted for court-ordered reductions. Add Line 3 and Line 5C.$2,153,531,689 7. 2015 taxable value of property in territory the taxing unit deannexed after Jan. 1, 2015. Enter the 2015 value of property in deannexed territory.4 $0 8. 2015 taxable value lost because property first qualified for an exemption in 2016. Note that lowering the amount or percentage of an existing exemption does not create a new exemption or reduce taxable value. If the taxing unit increased an original exemption, use the difference between the original exempted amount and the increased exempted amount. Do not include value lost to freeport or goods-in-transit exemptions. A. Absolute exemptions. Use 2015 market value: B. Partial exemptions. 2016 exemption amount or 2016 percentage exemption times 2015 value: C. Value loss. Add A and B.5 $2,268,744 $141,899,199 $144,167,943 9. 2015 taxable value lost because property first qualified for agricultural appraisal (1- d or 1-d-1), timber appraisal, recreational/scenic appraisal or public access airport special appraisal in 2016. Use only properties that qualified in 2016 for the first time; do not use properties that qualified in 2015. A. 2015 market value: B. 2016 productivity or special appraised value: $0 $0 Item 4f C. Value loss. Subtract B from A.6 $0 10. Total adjustments for lost value. Add lines 7, 8C and 9C.$144,167,943 11. 2015 adjusted taxable value. Subtract Line 10 from Line 6.$2,009,363,746 12. Adjusted 2015 taxes. Multiply Line 4 by Line 11 and divide by $100.$10,448,691 13. Taxes refunded for years preceding tax year 2015. Enter the amount of taxes refunded by the taxing unit for tax years preceding tax year 2015. Types of refunds include court decisions, Tax Code Section 25.25(b) and (c) corrections and Tax Code Section 31.11 payment errors. Do not include refunds for tax year 2015. This line applies only to tax years preceding tax year 2015.7 $2,304 14. Taxes in tax increment financing (TIF) for tax year 2015. Enter the amount of taxes paid into the tax increment fund for a reinvestment zone as agreed by the taxing unit. If the taxing unit has no 2016 captured appraised value in Line 16D, enter 0.8 $0 15. Adjusted 2015 taxes with refunds and TIF adjustment. Add Lines 12 and 13, subtract Line 14.9 $10,450,995 16. Total 2016 taxable value on the 2016 certified appraisal roll today. This value includes only certified values and includes the total taxable value of homesteads with tax ceilings (will deduct in Line 18). These homesteads include homeowners age 65 or older or disabled.10 A. Certified values: B. Counties: Include railroad rolling stock values certified by the Comptroller's office: C. Pollution control exemption: Deduct the value of property exempted for the current tax year for the first time as pollution control property: D. Tax increment financing: Deduct the 2016 captured appraised value of property taxable by a taxing unit in a tax increment financing zone for which the 2016 taxes will be deposited into the tax increment fund. Do not include any new property value that will be included in Line 21 below.11 E. Total 2016 value. Add A and B, then subtract C and D. $2,616,283,741 $0 $0 $19,703,312 $2,596,580,429 17. Total value of properties under protest or not included on certified appraisal roll.12 A. 2016 taxable value of properties under protest. The chief appraiser certifies a list of properties still under ARB protest. The list shows the appraisal district's value and the taxpayer's claimed value, if any, or an estimate of the value if the taxpayer wins. For each of the properties under protest, use the lowest of these values. Enter the total value.13 B. 2016 value of properties not under protest or included on certified appraisal roll. The chief appraiser gives taxing units a list of those taxable properties that the chief appraiser knows about, but are not included in the appraisal roll certification. These properties also are not on the list of properties that are still under protest. On this list of properties, the chief appraiser includes the market value, appraised value and exemptions for the preceding year and a reasonable estimate of the market value, appraised value and exemptions for the current year. Use the lower market, appraised or taxable value (as appropriate). Enter the total value.14 $95,138,285 $0 Item 4f C. Total value under protest or not certified: Add A and B.$95,138,285 18. 2016 tax ceilings. Counties, cities and junior colleges enter 2016 total taxable value of homesteads with tax ceilings. These include the homesteads of homeowners age 65 or older or disabled. Other taxing units enter 0. If your taxing units adopted the tax ceiling provision in 2015 or a prior year for homeowners age 65 or older or disabled, use this step.15 $95,138,285 19. 2016 total taxable value. Add Lines 16E and 17C. Subtract Line 18.$2,596,580,429 20. Total 2016 taxable value of properties in territory annexed after Jan. 1, 2015. Include both real and personal property. Enter the 2016 value of property in territory annexed.16 $24,758 21. Total 2016 taxable value of new improvements and new personal property located in new improvements. New means the item was not on the appraisal roll in 2015. An improvement is a building, structure, fixture or fence erected on or affixed to land. New additions to existing improvements may be included if the appraised value can be determined. New personal property in a new improvement must have been brought into the taxing unit after Jan. 1, 2015, and be located in a new improvement. New improvements do include property on which a tax abatement agreement has expired for 2016.17 $233,271,218 22. Total adjustments to the 2016 taxable value. Add Lines 20 and 21.$233,295,976 23. 2016 adjusted taxable value. Subtract Line 22 from Line 19.$2,363,284,453 24. 2016 effective tax rate. Divide Line 15 by Line 23 and multiply by $100.18 $0.442223/$100 25. COUNTIES ONLY. Add together the effective tax rates for each type of tax the county levies. The total is the 2016 county effective tax rate.19 A county, city or hospital district that adopted the additional sales tax in November 2015 or in May 2016 must adjust its effective tax rate. The Additional Sales Tax Rate Worksheet sets out this adjustment. Do not forget to complete the Additional Sales Tax Rate Worksheet if the taxing unit adopted the additional sales tax on these dates. 1Tex. Tax Code Section 26.012(14) 2Tex. Tax Code Section 26.012(14) 3Tex. Tax Code Section 26.012(13) 4Tex. Tax Code Section 26.012(15) 5Tex. Tax Code Section 26.012(15) 6Tex. Tax Code Section 26.012(15) 7Tex. Tax Code Section 26.012(13) 8Tex. Tax Code Section 26.03(c) 9Tex. Tax Code Section 26.012(13) 10Tex. Tax Code Section 26.012(15) 11Tex. Tax Code Section 26.03(c) 12Tex. Tax Code Section 26.01(c) 13Tex. Tax Code Section 26.04 and 26.041 14Tex. Tax Code Section 26.04 and 26.041 15Tex. Tax Code Section 26.012(6) 16Tex. Tax Code Section 26.012(17) 17Tex. Tax Code Section 26.012(17) 18Tex. Tax Code Section 26.04(c) 19Tex. Tax Code Section 26.04(d) Item 4f 2016 Rollback Tax Rate Worksheet Town of Prosper Date: 08/01/2016 26. 2015 maintenance and operations (M&O) tax rate.$0.361074/$100 27. 2015 adjusted taxable value. Enter the amount from Line 11.$2,009,363,746 28. 2015 M&O taxes. A. Multiply Line 26 by Line 27 and divide by $100. B. Cities, counties and hospital districts with additional sales tax: Amount of additional sales tax collected and spent on M&O expenses in 2015. Enter amount from full year's sales tax revenue spent for M&O in 2015 fiscal year, if any. Other taxing units enter 0. Counties exclude any amount that was spent for economic development grants from the amount of sales tax spent. C. Counties: Enter the amount for the state criminal justice mandate. If second or later year, the amount is for increased cost above last year's amount. Other taxing units enter 0. D. Transferring function: If discontinuing all of a department, function or activity and transferring it to another taxing unit by written contract, enter the amount spent by the taxing unit discontinuing the function in the 12 months preceding the month of this calculation. If the taxing unit did not operate this function for this 12-month period, use the amount spent in the last full fiscal year in which the taxing unit operated the function. The taxing unit discontinuing the function will subtract this amount in H below. The taxing unit receiving the function will add this amount in H below. Other taxing units enter 0. E. Taxes refunded for years preceding tax year 2015: Enter the amount of M&O taxes refunded in the preceding year for taxes before that year. Types of refunds include court decisions, Tax Code Section 25.25(b) and (c) corrections and Tax Code Section 31.11 payment errors. Do not include refunds for tax year 2015. This line applies only to tax years preceding tax year 2015. F. Enhanced indigent health care expenditures: Enter the increased amount for the current year's enhanced indigent health care expenditures above the preceding tax year's enhanced indigent health care expenditures, less any state assistance. G. Taxes in TIF: Enter the amount of taxes paid into the tax increment fund for a reinvestment zone as agreed by the taxing unit. If the taxing unit has no 2016 captured appraised value in Line 16D, enter 0. H. Adjusted M&O Taxes. Add A, B, C, E and F. For unit with D, subtract if discontinuing function and add if receiving function. Subtract G. $7,255,290 $3,922,847 $0 $0 $1,536 $0 $0 $11,179,673 29. 2016 adjusted taxable value. Enter Line 23 from the Effective Tax Rate Worksheet.$2,363,284,453 30. 2016 effective maintenance and operations rate. Divide Line 28H by Line 29 and multiply by $100.$0.473057/$100 31. 2016 rollback maintenance and operation rate. Multiply Line 30 by 1.08.$0.510901/$100 Item 4f 32. Total 2016 debt to be paid with property taxes and additional sales tax revenue. "Debt" means the interest and principal that will be paid on debts that: (1) are paid by property taxes, (2) are secured by property taxes, (3) are scheduled for payment over a period longer than one year and (4) are not classified in the taxing unit's budget as M&O expenses. A. Debt also includes contractual payments to other taxing units that have incurred debts on behalf of this taxing unit, if those debts meet the four conditions above. Include only amounts that will be paid from property tax revenue. Do not include appraisal district budget payments. List the debt in Schedule B: Debt Service. B. Subtract unencumbered fund amount used to reduce total debt. C. Subtract amount paid from other resources. D. Adjusted debt. Subtract B and C from A. $4,169,310 $0 $0 $4,169,310 33. Certified 2015 excess debt collections. Enter the amount certified by the collector.$0 34. Adjusted 2016 debt. Subtract Line 33 from Line 32D.$4,169,310 35. Certified 2016 anticipated collection rate. Enter the rate certified by the collector. If the rate is 100 percent or greater, enter 100 percent.100.00% 36. 2016 debt adjusted for collections. Divide Line 34 by Line 35 $4,169,310 37. 2016 total taxable value. Enter the amount on Line 19.$2,596,580,429 38. 2016 debt tax rate. Divide Line 36 by Line 37 and multiply by $100.$0.160569/$100 39. 2016 rollback tax rate. Add Lines 31 and 38.$0.671470/$100 40. COUNTIES ONLY. Add together the rollback tax rates for each type of tax the county levies. The total is the 2016 county rollback tax rate. A taxing unit that adopted the additional sales tax must complete the lines for the Additional Sales Tax Rate. A taxing unit seeking additional rollback protection for pollution control expenses completes the Additional Rollback Protection for Pollution Control. Item 4f 2016 Additional Sales Tax Rate Worksheet Town of Prosper Date: 08/01/2016 41. Taxable Sales. For taxing units that adopted the sales tax in November 2015 or May 2016, enter the Comptroller's estimate of taxable sales for the previous four quarters.1 Taxing units that adopted the sales tax before November 2015, skip this line. $0 42. Estimated sales tax revenue. Counties exclude any amount that is or will be spent for economic development grants from the amount of estimated sales tax revenue.2 Taxing units that adopted the sales tax in November 2015 or in May 2016. Multiply the amount on Line 41 by the sales tax rate (.01, .005 or .0025, as applicable) and multiply the result by .95.3 - or - Taxing units that adopted the sales tax before November 2015. Enter the sales tax revenue for the previous four quarters. Do not multiply by .95. $1,288,734 43. 2016 total taxable value. Enter the amount from Line 37 of the Rollback Tax Rate Worksheet.$2,596,580,429 44. Sales tax adjustment rate. Divide Line 42 by Line 43 and multiply by $100.$0.049632/$100 45. 2016 effective tax rate, unadjusted for sales tax. Enter the rate from Line 24 or 25, as applicable, on the Effective Tax Rate Worksheet.$0.442223/$100 46. 2016 effective tax rate, adjusted for sales tax.4 Taxing units that adopted the sales tax in November 2015 or in May 2016. Subtract Line 44 from Line 45. Skip to Line 47 if you adopted the additional sales tax before November 2015. $0.442223/$100 47. 2016 rollback tax rate, unadjusted for sales tax.5 Enter the rate from Line 39 or 40, as applicable, of the Rollback Tax Rate Worksheet.$0.671470/$100 48. 2016 rollback tax rate, adjusted for sales tax. Subtract Line 44 from Line 47.$0.621838/$100 1Tex. Tax Code Section 26.041(d) 2Tex. Tax Code Section 26.041(i) 3Tex. Tax Code Section 26.041(d) 4Tex. Tax Code Section 26.04(c) 5Tex. Tax Code Section 26.04(c) Item 4f Page 1 of 2 To: Mayor and Town Council From: Hulon T. Webb, Jr, P.E., Executive Director of Development and Community Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon an ordinance amending Section 12.09.004 "School Traffic Zones" of Chapter 12 "Traffic and Vehicles" of the Town's Code of Ordinances by modifying the limits and hours of operation of such zones. Description of Agenda Item: The Prosper Independent School District (PISD) recently announced new start and end times for all of their schools for the 2016-2017 school year. This change to the start and end times requires that the Town also change the hours of operation for school zones associated with each school. Typical hours of operation for school zones are from 30 minutes before to 15 minutes after the start of school and from 15 minutes before to 30 minutes after the end of school. Due to a significant volume of early pedestrian traffic, an extended time was previously approved at Rogers Middle School starting 45 minutes before the start of school. Last year’s hours of operation for school zones: School School Hours School Zone Hours Elementary Schools (all) 7:45 AM to 2:45 PM 7:15 AM to 8:00 AM 2:30 PM to 3:15 PM Reynolds Middle School 8:25 AM to 3:40 PM 7:55 AM to 8:40 AM 3:25 PM to 4:10 PM Rogers Middle School 7:55 AM to 2:55 PM 7:10 AM to 8:10 AM 2:40 PM to 3:25 PM Prosper High School 8:25 AM to 3:45 PM 7:55 AM to 8:40 AM 3:30 PM to 4:15 PM The revised hours of operation for school zones are as follows: School School Hours School Zone Hours Elementary Schools (all) 7:45 AM to 2:50 PM 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM Reynolds Middle School 8:10 AM to 3:25 PM 7:40 AM to 8:25 AM 3:10 PM to 3:55 PM Rogers Middle School 8:10 AM to 3:25 PM 7:25 AM to 8:25 AM 3:10 PM to 3:55 PM Prosper High School 8:25 AM to 3:45 PM 7:55 AM to 8:40 AM 3:30 PM to 4:15 PM Prosper is a place where everyone matters. ENGINEERING Item 4g Page 2 of 2 Additionally, this ordinance will add the limits of the school zone associated with Windsong Ranch Elementary. Budget Impact: New school zone time stickers for the existing signs showing the revised school zone times cost approximately $400 and will be paid from the current Public Works Street budget. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the ordinance as to form and legality. Attached Documents: 1. Ordinance Town Staff Recommendation: Town staff recommends that the Town Council approve an ordinance amending Section 12.09.004 "School Traffic Zones" of Chapter 12 "Traffic and Vehicles" of the Town's Code of Ordinances by modifying the limits and hours of operation of such zones. Proposed Motion: I move to approve an ordinance amending Section 12.09.004 "School Traffic Zones" of Chapter 12 "Traffic and Vehicles" of the Town's Code of Ordinances by modifying the limits and hours of operation of such zones. Item 4g TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, AMENDING SECTION 12.09.004, “SCHOOL TRAFFIC ZONES,” OF CHAPTER 12, “TRAFFIC AND VEHICLES,” OF THE CODE OF ORDINANCES OF THE TOWN OF PROSPER BY MODIFYING THE LIMITS ON WHICH SCHOOL ZONES ARE ESTABLISHED; MODIFYING THE HOURS OF OPERATION OF SUCH ZONES; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town of Prosper, Texas (“Town”), is a home-rule municipal corporation duly organized under the laws of the State of Texas; and WHEREAS, Section 541.302 of the Texas Transportation Code defines a "school crossing zone" as a reduced-speed zone designated on a street by a local authority to facilitate safe crossing of the street by children going to or leaving a public or private elementary or secondary school during the time the reduced speed limit applies; and WHEREAS, Section 545.356 of the Texas Transportation Code provides that the governing body of a municipality may alter prima facie speed limits by ordinance based on the results of an engineering and traffic investigation; and WHEREAS, the Town Council has investigated and finds that it is necessary for the protection and safety of children going to and leaving public elementary and secondary schools within Prosper to amend Section 12.09.004, "School Traffic Zones," of the Code of Ordinances to modify the reduced speed school zones on certain public streets as set forth herein. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Existing Section 12.09.004, “School Traffic Zones,” of Chapter 12, “Traffic and Vehicles,” of the Code of Ordinances of the Town of Prosper, Texas, is hereby amended by modifying the limits on which school zones are established, and the hours of operation of such zones contained in subsection (c) thereof, to read as follows:    Item 4g Ordinance No. 16-__, Page 2   Street Name Limits Hours of Operation Speed Limit Cockrell Elementary School Escalante Trail From Whitley Place Drive to Prosper Trail 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Fisher Road From Escalante Drive to 200 feet east of Escalante Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Mesa Drive From Escalante Drive to 200 feet east of Escalante Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Orchard Grove Drive From west end of roadway to Escalante Trail 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Prosper Trail From 750' west of Escalante Trail to 300' east of Escalante Trail 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Red Wing Drive From Escalante Drive to 215 feet east of Escalante Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Whitley Place Drive From 150 feet southwest of Escalante Trail to 170 feet northeast of Escalante Trail 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Folsom Elementary School Arrowhead Drive From La Cima Boulevard to 120 feet southeast of La Cima Boulevard 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Arrowhead Drive From 270 feet northwest of Sommerville Drive to Sommerville Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Buffalo Springs Drive From 200 feet north of Cedar Lake Drive to 185 feet south of Cedar Lake Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Calaveras Court From 260 feet northwest of Sommerville Drive to Sommerville Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Cedar Lake Drive From 135 feet west of Buffalo Springs Drive to White River Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 La Cima Boulevard From 300 feet southwest of Arrowhead Drive to 300 feet northeast of Arrowhead Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Livingston Drive From 180 feet northwest of Salada Drive to Twin Buttes Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Monticello Drive From 130 feet northwest of La Cima Boulevard to La Cima Boulevard 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Salada Drive From Livingston Drive to 175 feet north east of Livingston Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Sommerville Drive From White River Drive to Livingston Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Texana Drive From Livingston Drive to 180 feet northeast of Livingston Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Twin Buttes Drive From Livingston Drive to 170 feet northeast of Livingston Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 White River Drive From 190 feet south of Cedar Lake Drive to 280 feet north of Sommerville Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Rucker Elementary School Craig Road From 100 feet north of Preston Road to 100 feet south of First Street 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20    Item 4g Ordinance No. 16-__, Page 3   Windsong Elementary School Fishtrap Road From 300 feet west of Redstem Drive to 300 feet east of Copper Canyon Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Paddock Lane From 265 feet west of Redstem Drive to Redstem Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Porosa Lane From 200 feet west of Redstem Drive to Redstem Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Redstem Drive From 85 feet north of Marigold Lane to Fishtrap Road 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Copper Canyon Drive From 80 feet south of Lantana Lane to Fishtrap Road 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Lantana Lane From 200 feet east of Copper Canyon Drive to Copper Canyon Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Pine Leaf Lane From 265 feet east of Copper Canyon Drive to Copper Canyon Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Prairie Clover Lane From 265 feet east of Copper Canyon Drive to Copper Canyon Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Sweet Clover Drive From 265 feet east of Copper Canyon Drive to Copper Canyon Drive 7:15 AM to 8:00 AM 2:35 PM to 3:20 PM 20 Reynolds Middle School Church Street From 30 feet north of Eighth Street to Prosper ISD Property Line 7:40 AM to 8:25 AM 3:10 PM to 3:55 PM 20 Coleman Street From 160 feet north of Gorgeous Drive to 60 feet south of Wilson Drive 7:40 AM to 8:25 AM 3:10 PM to 3:55 PM 20 Rogers Middle School Coit Road From 300 feet south of Richland Boulevard to 1,150 feet north of Richland Boulevard 7:25 AM to 8:25 AM 3:10 PM to 3:55 PM 20 Richland Boulevard From 300 feet west of Coit Road to east end of roadway 7:25 AM to 8:25 AM 3:10 PM to 3:55 PM 20 Prosper High School Coleman Street From 110 feet east of Talon Lane to 1,900 feet east of Talon Lane 7:55 AM to 8:40 AM 3:30 PM to 4:15 PM 20 Frontier Parkway From 3,930 feet west of SH 289 (Preston Road) to 3,305 feet west of SH 289 (Preston Road) 7:55 AM to 8:40 AM 3:30 PM to 4:15 PM 20 SECTION 3 All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portion of conflicting ordinances shall remain in full force and effect. Item 4g Ordinance No. 16-__, Page 4   SECTION 4 If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason, held to be unconstitutional or invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The Town of Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional. SECTION 5 Any person, firm or corporation violating any of the provisions or terms of this Ordinance shall be deemed guilty of a misdemeanor and, upon conviction, shall be punished by fine not to exceed the sum of five hundred dollars ($500.00) for each offense. SECTION 6 This Ordinance shall become effective after its passage and publication, as required by law. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 9TH DAY OF AUGUST, 2016. APPROVED:     ___________________________________ Ray Smith, Mayor ATTEST: ____________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _____________________________________ Terrence S. Welch, Town Attorney Item 4g Page 1 of 2 To: Mayor and Town Council From: Hulon T. Webb, Jr, P.E., Executive Director of Development and Community Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon authorizing the Town Manager to execute an Advance Funding Agreement for a Project Using Funds Held in the State Highway 121 Subaccount for the Off-System Improvements between the Texas Department of Transportation and the Town of Prosper, Texas, related to the West Prosper Roads project. Description of Agenda Item: On February 24, 2015, the Town Council approved a Road Improvements and Construction Agreement (“West Prosper Roads Agreement”) to address the need to improve many of the existing roads on the west side of Town. The partnership between the Town of Prosper, Prosper Economic Development Corporation, TVG Texas I, LLC, and M/I Homes of DFW, LLC, as well as the North Central Texas County of Governments (NCTCOG) through the Texas Department of Transportation State Highway 121 Subaccount, is providing the necessary funding for the design and construction of the following “West Prosper Roads:”  Gee Road (US 380 – FM 1385): four lanes north of US 380 to northern edge of Windsong Ranch Marketplace, then two lanes concrete curb and gutter to FM 1385  Fishtrap Road (Gee Road – Teel Parkway): two lanes concrete curb and gutter  Teel Parkway (US 380 – Fishtrap Road): two lanes concrete curb and gutter  FM 1385 realignment at intersection with new Gee Road: two lanes asphalt south of Gee Road from the new intersection with FM 1385 The State Highway 121 Subaccount for the West Prosper Roads project has allocated $4,000,000 to the West Prosper Roads project. Of the $4,000,000 allocated to this project, $3,000,000 is allocated to the Off-System Improvements, and $1,000,000 is allocated to the On-System Improvements. The Off-System Improvements include the design and construction for the widening and reconstructing of Gee Road (US 380 to Fishtrap Road), Teel Parkway (US 380 to Fishtrap Road), and Fishtrap Road (FM 1385 – Teel Parkway), including a three-lane bridge over Doe Branch. The On-System Improvements pertain to the design and construction of the realignment and intersection improvements on FM 1385 with new Gee Road (Fishtrap Road) and two lanes asphalt south of Gee Road from the new intersection with FM 1385. Prosper is a place where everyone matters. ENGINEERING Item 4h Page 2 of 2 In order for the Town to obtain the State Highway 121 Subaccount funding, the Town is required to enter into two Advance Funding Agreements with the Texas Department of Transportation. This agreement is the first Advance Funding Agreements for the Off-System Improvements. The Texas Department of Transportation is still working onthe final draft of the Advance Funding Agreement for the On-System Improvements. As soon as it is complete, it will be forwarded to the Town Council for their consideration. Budget Impact: There is $4,000,000 allocated from the State Highway 121 Subaccount for the West Prosper Roads project. Of that total amount, $3,000,000 is allocated to the Off-System Improvements portion of the project and $1,000,000 to the On-System Improvements portion of the project. This agreement is for the Off-System Improvements. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the Advance Funding Agreement as to form and legality. Attached Documents: 1. Advance Funding Agreement Town Staff Recommendation: Town staff recommends that the Town Council authorize the Town Manager to execute an Advance Funding Agreement for a Project Using Funds Held in the State Highway 121 Subaccount for the Off-System Improvements between the Texas Department of Transportation and the Town of Prosper, Texas, related to the West Prosper Roads project. Proposed Motion: I move to the authorize the Town Manager to execute an Advance Funding Agreement for a Project Using Funds Held in the State Highway 121 Subaccount for the Off-System Improvements between the Texas Department of Transportation and the Town of Prosper, Texas, related to the West Prosper Roads project. Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 1 of 9 Revised 4/24/2013 STATE OF TEXAS § COUNTY OF TRAVIS § ADVANCE FUNDING AGREEMENT FOR A PROJECT USING FUNDS HELD IN THE STATE HIGHWAY 121 SUBACCOUNT Intersection Improvements (Off System) THIS AGREEMENT (the Agreement) is between the State of Texas, acting by and through the Texas Department of Transportation (the State), and the Town of Prosper (Local Government), collectively, the “Parties.” WITNESSETH WHEREAS, the State has received money from the North Texas Tollway Authority for the right to develop, finance, design, construct, operate, and maintain the SH 121 toll project from Business SH 121 in Denton County to US 75 in Collin County (“SH 121 payments”); and WHEREAS, pursuant to Transportation Code, §228.006 the State shall authorize the use of surplus revenue of a toll project for a transportation project, highway project, or air quality project within the district of the Texas Department of Transportation in which any part of the toll project is located; pursuant to Transportation Code, §228.012 the State has created a separate subaccount in the state highway fund to hold such money (SH 121 Subaccount), and the State shall hold such money in trust for the benefit of the region in which a project is located, and may assign the responsibility for allocating money in the subaccount to a metropolitan planning organization (MPO); and WHEREAS, in Minute Order 110727, dated October 26, 2006, the Texas Transportation Commission (the “Commission”) approved a memorandum of understanding (MOU) with the Regional Transportation Council (RTC), which is the transportation policy council of the North Central Texas Council of Governments (NCTCOG) and a federally designated MPO, concerning in part the administration, sharing, and use of surplus toll revenue in the region; under the MOU the RTC shall select projects to be financed using surplus revenue from a toll project, subject to Commission concurrence; and WHEREAS, the Local Government has requested money from the SH 121 Subaccount to widen and reconstruct rural roadways to two-lane urban roadways, including a three-lane Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 2 of 9 Revised 4/24/2013 bridge over Doe Branch and intersection improvements along Fishtrap Road (from FM 1385 to Teel Parkway); at Gee Road (from US 380 to Fishtrap Road); and at Teel Parkway (from US 380 to Fishtrap Road) in the Town of Prosper (0918-46-286) (Project); the RTC has selected the Project to be funded from the SH 121 Subaccount; and the Commission concurred in the selection and, authorized the expenditure of money in Minute Order 114201 dated January 29, 2015; and WHEREAS, the Local Government is a political subdivision and governmental entity by statutory definition; and WHEREAS, Government Code, Chapter 791, and Transportation Code, §201.209 authorize the State to contract with municipalities and political subdivisions to perform governmental functions and services; and WHEREAS, NCTCOG and the RTC should have authority to assist the Local Government’s implementation of financial reporting and environmental review related to a transportation project funded by the State using money from the SH 121 Subaccount. NOW, THEREFORE, the Parties agree as follows: AGREEMENT Article 1. Time Period Covered This Agreement becomes effective when signed by the last party whose signing makes the agreement fully executed, and the State and the Local Government will consider it to be in full force and effect until the Project described herein has been completed and accepted by all parties or unless terminated, as hereinafter provided. Article 2. Project Funding The State will pay money to the Local Government from the SH 121 Subaccount in the amounts specified in Attachment A, Payment Provision and Work Responsibilities. Except as provided in the next succeeding sentence, the payments will begin no later than upon the later of the following: (1) fifteen days after the Legislative Budget Board and the Governor each approve the expenditure, in accordance with Rider 27 of the Texas Department of Transportation bill pattern in House Bill 1, 84th Legislature; and (2) thirty days after execution of this Agreement. If Attachment A shows that the RTC has allocated payments to the Local Government for a certain expenditure (e.g. construction) for the Project in a certain fiscal year, then the State will make the payment from the SH 121 Subaccount to the Local Government for such expenditure no later than 30 days after the beginning of the designated Fiscal Year. A Fiscal Year begins on September 1 (for example, the 2014 Fiscal Year began September 1, 2013). Article 3. Separate Account; Interest All funds paid to the Local Government shall be deposited into a separate account, and interest earned on the funds shall be kept in the account. Interest earned may be used Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 3 of 9 Revised 4/24/2013 only for the purposes specified in Attachment A, Payment Provision and Work Responsibilities, and only after obtaining the written approval of the RTC. The Local Government’s use of interest earned will not count towards the 20 percent local match requirement set forth in this Agreement. Article 4. Shortfalls in Funding The Local Government shall apply all funds to the scope of work of the Project described in Attachment A, Payment Provisions and Work Responsibilities, and to none other. All cost overruns are the responsibility of the Local Government. However, should the funds be insufficient to complete the work contemplated by the Project, the Local Government may make further request to the RTC and the State for additional funds from the SH 121 Subaccount. Funds may be increased only through an amendment of this Agreement. If the SH 121 Subaccount does not contain sufficient funds to cover the balance necessary to complete the Project, or if the RTC or the Commission decline the request for any other reason, then the Local Government shall be responsible for any shortfall. Article 5. Return of Project Funding The Local Government shall reimburse the State for any funds paid under this Agreement that are not expended in accordance with the requirements of this Agreement. Upon completion of the Project, the Local Government will issue a signed “Notification of Completion” document to the State acknowledging the Project’s completion. If at project end, or upon termination of this Agreement, excess SH 121 Subaccount funds exist, including interest earned, such funds shall be returned to the State within 30 days. Except for funds the Local Government has already expended in accordance with the Agreement, the Local Government shall return to the State the funds paid under this Agreement together with any interest earned on the funds if the Project is not completed within 10 years of execution of the Agreement. Article 6. Local Match The Local Government shall be responsible for the required 20 percent local match as described in Attachment A, Payment Provisions and Work Responsibilities. The costs incurred by the Local Government prior to the execution of this Agreement will count towards the 20 percent local match requirement provided such costs are for RTC- approved phases as shown in Attachment A. At the end of each Fiscal Year the Local Government’s cumulative expenditures of local match funds must be no less than 20 percent of the cumulative SH 121 Funds received by the Local Government up to that date under the Agreement, and must be for the uses approved for payments of SH 121 Funds up to that date as specified in Attachment A, Payment Provision and Work Responsibilities Article 7. Procurement and Contracting Process The State may review the Local Government’s procurement of professional services for engineering, surveying, and right-of-way acquisition, letting of construction contracts, and conduct of construction management and inspection. The Local Government shall certify compliance with state law and regulations, and with local laws, regulations, rules, policies, Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 4 of 9 Revised 4/24/2013 and procedures. The Local Government shall maintain a copy of the certification in the project files. Article 8. Design Standards and Construction Specifications The Local Government shall implement the Project using the Local Government’s established design standards, construction specifications, procurement processes, and construction management and inspection procedures. Article 9. Right of Way Except for right of way owned by the State or to be acquired by the State according to the plans of the Project as approved by the State, the Local Government shall acquire all necessary right of way needed for the Project. Right of way acquisition is an eligible cost for reimbursement provided such cost is an RTC-approved phase as shown in Attachment A. Article 10. Utilities The Local Government shall be responsible for the adjustment, removal, or relocation of utility facilities in accordance with State laws and regulations and local laws, regulations, rules, policies, and procedures applicable to the Local Government. The Local Government must obtain advance approval for any variance from established procedures. The RTC-approved costs for utilities as shown in Attachment A, if any, shall be used to adjust, remove, or relocate utility facilities. Article 11. Compliance with Laws, Environmental Review and Public Involvement Each Party shall comply with all applicable federal, state, and local laws, statutes, ordinances, rules and regulations, and the orders and decrees of any courts, administrative bodies or tribunals affecting the performance of this Agreement as applicable to it. When required, the Local Government shall furnish the State with satisfactory proof of compliance. As provided in 43 TAC 2.3(b)(1)(A), the State’s environmental review requirements do not apply to the Project because the State is funding the Project solely with money held in a project subaccount created under Transportation Code, Section 228.012. However, the Local Government shall ensure that the project complies with all environmental review and public involvement requirements applicable to the Local Government under State and federal law in connection with the Project. The Local Government shall obtain the opinion of legal counsel showing the Local Government’s environmental review and public involvement for the Project complies with state law and regulations, and with local laws, regulations, rules, policies, and procedures applicable to the Local Government. The Local Government shall maintain a copy of the certification in the project files. Article 12. Compliance with Texas Accessibility Standards and ADA The Local Government shall ensure that the plans for and the construction of the Project is in compliance with the Texas Accessibility Standards (TAS) issued by the Texas Department of Licensing and Regulation, under the Architectural Barriers Act, Article 9102, Texas Civil Statutes. The TAS establishes minimum accessibility requirements to be Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 5 of 9 Revised 4/24/2013 consistent with minimum accessibility requirements of the Americans with Disabilities Act (P.L. 101-336). Article 13. Work Outside the Project Site The Local Government shall provide both the necessary right of way and any other property interests needed for the Project. Article 14. Insurance If this agreement authorizes the Local Government or its contractor to perform any work on State right of way, before beginning work the entity performing the work shall provide the State with a fully executed copy of the State's Form 1560 Certificate of Insurance verifying the existence of coverage in the amounts and types specified on the Certificate of Insurance for all persons and entities working on State right of way. This coverage shall be maintained until all work on the State right of way is complete. If coverage is not maintained, all work on State right of way shall cease immediately, and the State may recover damages and all costs of completing the work. Article 15. Audit Within 120 days of completion of the Project, the Local Government shall perform an audit of the costs of the Project. Any funds due to the State will be promptly paid by the Local Government. Article 16. Maintenance The Local Government shall be responsible for maintenance of the Project. Article 17. Responsibilities of the Parties a. The State and the Local Government agree that neither party is an agent, servant, or employee of the other party and each party agrees it is responsible for its individual acts and deeds, as well as the acts and deeds of its contractors, employees, representatives, and agents. b. To the extent permitted by law, the Local Government agrees to indemnify and save harmless the State, its agents and employees from all suits, actions or claims and from all liability and damages resulting from any and all injuries or damages sustained by any person or property in consequence of any neglect, error, or omission in the performance of the design, construction, maintenance or operation of the Project by the Local Government, its contractor(s), subcontractor(s), agents and employees, and from any claims or amounts arising or recovered under the "Workers' Compensation laws"; the Texas Tort Claims Act, Chapter 101, Texas Civil Practice and Remedies Code; or any other applicable laws or regulations, all as from time to time may be amended. c. The Parties expressly agree that the Project is not a joint venture or enterprise. However, if a court should find that the Parties are engaged in a joint venture or enterprise, then the Local Government, to the extent provided by law, agrees to pay any liability adjudicated against the State for acts and deeds of the Local Government, its employees or agents during the performance of the Project. Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 6 of 9 Revised 4/24/2013 d. To the extent provided by law, the Local Government shall also indemnify and save harmless the State from any and all expense, including, but not limited to, attorney’s fees which may be incurred by the State in litigation or otherwise resisting said claim or liabilities which may be imposed on the State as a result of such activities by the Local Government, its agents, or employees. Article 18. Notices All notices to either party by the other required under this Agreement shall be delivered personally or sent by certified or U.S. mail, postage prepaid or sent by electronic mail, (electronic notice being permitted to the extent permitted by law but only after a separate written consent of the parties), addressed to such party at the following addresses: Local Government: Town of Prosper Attention: Town Manager 121 W. Broadway Prosper, Texas 75078 State: Texas Department of Transportation Attention: Director of Contract Services 125 East 11th Street Austin, Texas 78701 All notices shall be deemed given on the date so delivered or so deposited in the mail, unless otherwise provided herein. Either party may change the above address by sending written notice of the change to the other party. Either party may request in writing that such notices shall be delivered personally or by certified U.S. mail and such request shall be honored and carried out by the other party. Article 19. Right of Access If the Local Government is the owner or otherwise controls access to any part of site of the Project, the Local Government shall permit the State or its authorized representative access to the site to perform any activities authorized in this Agreement. Article 20. Project Documents Upon completion or termination of this Agreement, all documents prepared by the State shall remain the property of the State. All data prepared under this Agreement by the Local Government shall be made available to the State without restriction or limitation on their further use. All documents produced or approved or otherwise created by the Local Government shall be transmitted to the State in the form of photocopy reproduction as required by the State. The originals shall remain the property of the Local Government. At the request of the State, the Local Government shall submit any information required by the State in the format directed by the State. Article 21. Inspection of Books and Records The Local Government shall keep a complete and accurate record to document the performance of the work on the Project and to expedite any audit that might be conducted. The Local Government shall maintain records sufficient to document that funds provided under the Agreement were expended only for eligible costs that were incurred in accordance with all applicable state and local laws, rules, policies, and procedures, and in Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 7 of 9 Revised 4/24/2013 accordance with all applicable provisions of this Agreement. The Local Government shall maintain all books, documents, papers, accounting records and other documentation relating to costs incurred under this Agreement and shall make such materials available to the State for review and inspection during the contract period and for four (4) years from the date of completion of work defined under this Agreement or until any pending litigation or claims are resolved, whichever is later. Additionally, the State shall have access to all governmental records that are directly applicable to this Agreement for the purpose of making audits, examinations, excerpts, and transcriptions. Article 22. NCTCOG Acceptance of funds directly under the Agreement or indirectly through a subcontract under the Agreement acts as acceptance of the authority of NCTCOG and RTC to assist the Local Government’s implementation of financial reporting and environmental review concerning the Project. The Local Government shall provide to NCTCOG on a monthly basis a report of expenses, including the Local Government’s expenditure of local match funds. The report shall list separately the expenditures by project phase as shown in Attachment A, including but not limited to engineering, environmental review, right of way acquisition, and construction. The report shall also describe interest earned on money from the SH 121 Subaccount, including the interest rate, interest earned during the month, and cumulative interest earned. The report shall further describe the status of developing the Project. Not less than 60 days before the environmental review document is submitted to the governing body of the Local Government for final approval, the Local Government shall submit the document to NCTCOG for review and comment. NCTCOG may provide the Local Government technical assistance on the environmental review of the Project as mutually agreed between NCTCOG and the Local Government. Article 23. State Auditor The state auditor may conduct an audit or investigation of any entity receiving funds from the State directly under the Agreement or indirectly through a subcontract under the Agreement. Acceptance of funds directly under the Agreement or indirectly through a subcontract under this Agreement acts as acceptance of the authority of the state auditor, under the direction of the legislative audit committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. Article 24. Amendments By mutual written consent of the Parties, this contract may be amended prior to its expiration. Article 25. Termination The Agreement may be terminated in the following manner: a. By mutual written agreement and consent of both parties; b. By either party upon the failure of the other party to fulfill the obligations set forth Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 8 of 9 Revised 4/24/2013 herein, after a 45 day period to cure after receiving written notice of non- compliance; c. By the State if the Local Government does not let the construction contract for the Project within one year after the State first provides SH 121 Funds for construction as shown in Attachment A, Payment Provision and Work Responsibilities; d. By the State if the Local Government does not complete the Project within ten years after the effective date of the Agreement. Article 26. Work by Debarred Person The Local Government shall not contract with any person that is suspended, debarred, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any federal agency or that is debarred or suspended by the State. Article 27. Sole Agreement The Agreement constitutes the sole and only agreement between the parties and supersedes any prior understandings or written or oral agreements respecting the Agreement’s subject matter. Article 28. Successors and Assigns The State and the Local Government each binds itself, its successors, executors, assigns, and administrators to the other party to this agreement and to the successors, executors, assigns, and administrators of such other party in respect to all covenants of this agreement. The Local Government may assign its interests under the Agreement only with the written approval of the State. Article 29. Remedies The Agreement shall not be considered as specifying an exclusive remedy for a breach of the Agreement. All remedies existing at law or in equity are available to either Party and are cumulative. Article 30. Legal Construction If a provision of the Agreement shall be held invalid, illegal or unenforceable, such invalidity, illegality or unenforceability shall not affect any other provision, and the Agreement shall be construed as if it did not contain the invalid, illegal or unenforceable provision. Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 9 of 9 Revised 4/24/2013 Article 31. Signatory Warranty The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party they represent. IN WITNESS WHEREOF, THE STATE AND THE LOCAL GOVERNMENT have executed duplicate counterparts to effectuate this Agreement. THE STATE OF TEXAS Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. By: ______ Kenneth Stewart Director of Contract Services Texas Department of Transportation Date: THE LOCAL GOVERNMENT - TOWN OF PROSPER By: __________________________ _ Harlan Jefferson Town Manager Date: _______________________ _ Item 4h CSJ: 0918-46-286 Project: Fishtrap Road Limits: Fishtrap Road; Gee Road; Teel Parkway District: 18-Dallas Code Chart: 34150 Funding Category: RTR (SH 121 Subaccount) RTR Off System Page 1 of 1 ATTACHMENT A Payment Provisions and Work Responsibilities For CSJ# 0918- 46-286, the State will pay $3,000,000 from the SH 121 Subaccount to widen and reconstruct rural roadways to two-lane urban roadways, including a three-lane bridge over Doe Branch and intersection improvements along Fishtrap Road (from FM 1385 to Teel Parkway); at Gee Road (from US 380 to Fishtrap Road); and at Teel Parkway (from US 380 to Fishtrap Road) in the Town of Prosper. In accordance with the allocation of funds approved by the RTC, and concurred with by the Texas Transportation Commission, the State will make the payments for the following work in the following Fiscal Years: PROJECT COSTS Description Fiscal Year Total Estimate Cost Regional Toll Revenue (RTR) SH 121 Subaccount Funds Participation Local Government Participation Construction (by Local) 2016 $3,500,000 $3,000,000 $500,000 TOTAL $3,500,000 $3,000,000 $500,000 The Local Government required match is $500,000 Upon completion of the Project, the Local Government will issue a signed "Notification of Completion" document to the State. The notice shall certify that the Project has been completed, all necessary inspections have been conducted, and the Project is open to traffic. Item 4h Page 1 of 1 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon an ordinance for a Specific Use Permit (SUP) for a retail building with a flat roof, parapet wall and cornice, in the Shops at Prosper Trail, Block A, Lot 3, on 1.3± acres, located on the east side of Preston Road, 175± feet north of Prosper Trail. (S16-0007). Description of Agenda Item: On July 26, 2016, the Town Council approved SUP case S16-0007, by a vote of 7-0, allowing for a retail building with flat roof elements in the Shops at Prosper Trail. Town staff has prepared an ordinance accordingly. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Attached Documents: 1. Ordinance Town Staff Recommendation: Town staff recommends the Town Council approve an ordinance for a SUP allowing for a retail building with a flat roof, parapet wall and cornice, in the Shops at Prosper Trail. Proposed Motion: I move to approve an ordinance for a SUP allowing for a retail building with a flat roof, parapet wall and cornice, in the Shops at Prosper Trail. Prosper is a place where everyone matters. PLANNING Item 4i TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE AMENDING PROSPER’S ZONING ORDINANCE; GRANTING A SPECIFIC USE PERMIT (SUP) FOR A RETAIL BUILDING WITH A FLAT ROOF, PARAPET WALL AND CORNICE, LOCATED ON A TRACT OF LAND CONSISTING OF 1.329 ACRES, MORE OR LESS, SITUATED IN THE COLLIN COUNTY SCHOOL LAND NO. 13 SURVEY, ABSTRACT NO. 172, IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS; DESCRIBING THE TRACT TO BE REZONED; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (the “Town Council”) has investigated and determined that the Zoning Ordinance should be amended; and WHEREAS, the Town of Prosper, Texas (“Prosper”) has received a request from MQ Development Partners (“Applicant”) for a Specific Use Permit (SUP) for a retail building with a flat roof, parapet wall and cornice, on a tract of land zoned Planned Development-68 (PD-68), consisting of 1.329 acres of land, more or less, situated in the Collin County School Land No. 13 Survey, Abstract No. 172, in the Town of Prosper, Collin County, Texas, and being more particularly described in Exhibit “A,” attached hereto and incorporated herein for all purposes; and WHEREAS, the Town Council has investigated and determined that the facts contained in the request are true and correct; and WHEREAS, all legal notices required to grant a Specific Use Permit (SUP) have been given in the manner and form set forth by law, Public Hearings have been held, and all other requirements of notice and completion of such procedures have been fulfilled; and WHEREAS, the Town Council has further investigated into and determined that it will be advantageous and beneficial to Prosper and its inhabitants to rezone this property as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Specific Use Permit Granted. The Town’s Zoning Ordinance is amended as follows: Applicant is granted a Specific Use Permit (SUP) for a retail building with a flat roof, parapet wall and cornice, on a tract of land zoned Planned Development-68 (PD-68), consisting of 1.329 acres of land, more or less, situated in the Collin County School Land No. 13 Survey, Abstract Item 4i Ordinance No. 16-__, Page 2 No. 172, in the Town of Prosper, Collin County, Texas, and being more particularly described in Exhibit “A,” attached hereto and incorporated herein for all purposes as if set forth verbatim. The property shall continue to be used in a manner consistent with the conditions expressly stated in the conceptual elevations attached hereto as Exhibit “B,” which is incorporated herein for all purposes as if set forth verbatim. All development plans, standards, and uses for the Property shall comply fully with the requirements of all ordinances, rules, and regulations of the Town of Prosper, as they currently exist or may be amended. Two original, official and identical copies of the zoning exhibit map are hereby adopted and shall be filed and maintained as follows: a. One copy shall be filed with the Town Secretary and retained as an original record and shall not be changed in any manner. b. One copy shall be filed with the Building Official and shall be maintained up-to-date by posting thereon all changes and subsequent amendments for observation, issuing building permits, certificates of compliance and occupancy and enforcing the zoning ordinance. Reproduction for information purposes may from time-to-time be made of the official zoning district map. SECTION 3 No Vested Interest/Repeal. No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 Unlawful Use of Premises. It shall be unlawful for any person, firm or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm or corporation to construct on said premises any building that is not in conformity with the permissible uses under this Zoning Ordinance. SECTION 5 Penalty. Any person, firm, corporation or business entity violating this Ordinance or any provision of Prosper’s Zoning Ordinance No. 05-20, or as amended, shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Two Thousand Dollars ($2,000.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 6 Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force Item 4i Ordinance No. 16-__, Page 3 and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7 Savings/Repealing Clause. Prosper’s Zoning Ordinance No. 05-20 shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 Effective Date. This Ordinance shall become effective from and after its adoption and publications as required by law. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 9TH DAY OF AUGUST, 2016. ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 4i Block A, Lot 4 The Shops at Prosper Trail Cabinet 2016, Page 193-200 (OPRCCT) #20160324010001180 Lot 5, Block A The Shops at Prosper Trail Cabinet 2016, Page 193-200 (OPRCCT) #2016032401000180 Lot 1, Block A The Shops at Prosper Trail Cabinet 2016, Page 193-200 (OPRCCT) #20160324010001180 PROSPER TRAIL (VARIABLE WIDTH R.O.W.) LOT 3, BLOCK A THE SHOPS AT PROSPER TRAIL CABINET 2016, PAGE 193-200 #20160324010001180 (OPRCCT) 1.329 ACRES N88°36'57"W 290.23' S88°36'57"E 290.23' VIEWPONT BANK SADDLE CREEK COMMERCIAL (CPR) BLOCK A, LOT 1 SADDLE CREEK INVESTMENTS LTD SADDLE CREEK COMMERCIAL (CPR) BLOCK A, LOT 2 NORRIS REX MICHAEL & NANCY DAWN RAEWOOD ON PRESTON (CPR) BLOCK A, LOT 1 BIVEN RANDALL J & ATHENA RAEWOOD ON PRESTON (CPR) BLOCK A, LOT 2 BENNET MICHAEL RAEWOOD ON PRESTON (CPR) BLOCK A, LOT 3 EX. LAND USE: UNDEVELOPED PROP. LAND USE: RETAIL EX: ZONING: PD-68 PROP. ZONING: PD-68 15' DRAINAGE ESMT. 15' WATER ESMT. 30' ACCESS ESMT. 15' SSWR. ESMT.WATER ESMT. 10' ONCOR ESMT. 24 ' A C C E S S E S M T . 10' ON C O R E S M T . 15' WATER ESMT. 15' PEDESTRIAN ESMT. STREET ESMT. 1 1 ' P E D E S T R I A N E S M T . S T R E E T E S M T . 1 0 ' O N C O R E S M T . WATER ESMT. 15 ' D R A I N A G E E S M T . WATER ESMT. EX. LAND USE: RETAIL EX: ZONING: PD-68 EX. LAND USE: UNDEVELOPED EX: ZONING: PD-68 EX. LAND USE: RETAIL EX: ZONING: PD-68 EX. LAND USE: RETAIL AND NEIGHBORHOOD SERVICES EX: ZONING: PD-31 EX. LAND USE: RETAIL AND NEIGHBORHOOD SERVICES EX: ZONING: PD-31 EX. LAND USE: LOW DENSITY RESIDENTRIAL EX: ZONING: SF-15 EX. LAND USE: LOW DENSITY RESIDENTRIAL EX: ZONING: SF-15 EX. LAND USE: LOW DENSITY RESIDENTRIAL EX: ZONING: SF-15 15 ' D R A I N A G E E S M T . 15 ' D R A I N A G E E S M T . 25 ' SS W R E S M T . 24 ' A C C E S S ES M T . POINT OF BEGINNING N1 ° 2 3 ' 0 3 " E 19 9 . 5 0 ' S1 ° 2 3 ' 0 3 " W 19 9 . 5 0 ' DA T E No . RE V I S I O N BY DATE: SHEET File No. 2016-006 05/15/2016 CHECKED: CLC DRAWN:JEV DESIGN: TH E S H O P S A T PR O S P E R T R A I L RE T A I L B U I L D I N G L O T 3 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 CLAYMOORE ENGINEERING MAM EX H I B I T A SP-1 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 VICINITY MAP N.T.S. SITE LEGEND PROPERTY BOUNDARY ADJACENT BOUNDARY EASEMENT LINE ACCORDING TO MAP NO. 48085C0235J, DATED JUNE 2, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X" (UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. FLOODPLAIN NOTE COUNTY SURVEY:ABSTRACT NO. COLLIN COLLIN COUNTY SCHOOL LAND NO. 13 172 CITY:STATE: TOWN OF PROSPER TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: AJ BEDFORD GROUP, INC. 301 N. ALAMO RD. ROCKWALL, TX 75087 PH: 972.722.0225 MQ DEVELOPMENT PARTNERS 14801 QUORUM DRIVE DALLAS, TEXAS 75254 PH: 214-980-8806 THE SHOPS AT PROSPER TRAIL BLOCK A, LOT 3 1.329 ACRES (57,900 SQ. FT.) SHOPS AT PROSPER TRAIL, LOT 3 CONTACT NAME: ROLLAND UPHOFF CONTACT NAME: MATT MOORE CONTACT NAME: BILL ELAM SUP: EXHIBIT A WHEREAS, MQ PROSPER RETAIL, LLC, IS THE SOLE OWNER OF A TRACT OF LAND SITUATED IN THE COLLIN COUNTY SCHOOL LAND NO. 13 SURVEY, ABSTRACT NO. 172, IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS, BEING A PORTION A TRACT OF LAND DESCRIBED IN DEED TO MQ PROSPER RETAIL, LLC AS RECORDED IN COUNTY CLERK'S INSTRUMENT NO. 20140826000915740, OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS (OPRCCT) AND BEING ALL OF LOT 3, BLOCK A OF THE SHOPS AT PROSPER TRAIL AN ADDITION TO THE TOWN OF PROSPER ACCORDING TO THE PLAT RECORDED IN CABINET ____, PAGE ____, PLAT RECORDS COLLIN COUNTY, TEXAS (PRCCT), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 5/8 INCH IRON ROD SET FOR CORNER AT THE NORTHERLY END OF A CORNER CLIP AT THE INTERSECTION OF THE NORTH LINE OF COUNTY ROAD NO. 81 (PROSPER TRAIL), A VARIABLE WIDTH RIGHT-OF-WAY, AS ESTABLISHED BY PLAT RECORDED IN CABINET ___, PAGE ___ (PRCCT) WITH THE EAST LINE OF STATE HIGHWAY NO. 289 (PRESTON ROAD), A VARIABLE WIDTH RIGHT-OF-WAY, AS ESTABLISHED IN DEED TO THE STATE OF TEXAS (PARCEL 8, PART 2) AS RECORDED IN COUNTY CLERK'S INSTRUMENT NO. 20110802000807680 (OPRCCT); THENCE ALONG THE EAST LINE OF SAID STATE HIGHWAY NO. 289, NORTH 01°23'03" EAST A DISTANCE OF 128.71 FEET TO A 5/8 INCH IRON ROD SET FOR THE POINT OF BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 3 AND THE NORTHWEST CORNER OF LOT 4 OF SAID BLOCK A; THENCE CONTINUING ALONG THE EAST LINE OF SAID STATE HIGHWAY NO. 289, NORTH 01°23'03" EAST A DISTANCE OF 199.50 FEET TO A 5/8 INCH IRON ROD SET FOR CORNER AT THE NORTHWEST CORNER OF SAID LOT 3 AND THE SOUTHWEST CORNER OF LOT 1 OF SAID BLOCK A; THENCE ALONG THE COMMON LINE OF SAID LOT 1 AND LOT 3, SOUTH 88°36'57" EAST A DISTANCE OF 290.23 FEET TO A 5/8 INCH IRON ROD SET FOR CORNER AT THE NORTH EAST CORNER OF SAID LOT 3; THENCE CONTINUING ALONG SAID COMMON LINE, SOUTH 01°23'03" WEST A DISTANCE OF 199.50 FEET TO AN X-CUT IN CONCRETE SET FOR CORNER AT THE SOUTHEAST CORNER OF SAID LOT 3 AND THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE COMMON LINE OF SAID LOT 3 AND LOT 4 NORTH 88°36'57” WEST A DISTANCE OF 290.23 FEET TO THE POINT OF BEGINNING; CONTAINING 1.329 ACRES OR 57,900 SQUARE FEET OF LAND MORE OR LESS. BENCHMARK: 1. 'X' CUT IN CONCRETE SOUTHWEST CORNER OF PRESTON ROAD AND PROPER TRAIL, +/- 105 FEET WEST OF CENTERLINE OF PRESTON ROAD +/- 80 FEET SOUTH OF CENTERLINE OF PROSPER TRAIL. POSTED ELEVATION: 760.63 2. SQUARE CUT ON THE TOP, MIDDLE OF A CONCRETE WALL, NORTH SIDE OF PROSPER TRAIL, +/- 713.5 FEET *NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE* CASE NO. S16-0007 2016 193-200 2016 193-200 SUBJECT PROPERTY BLOCK A, LOT 3 Item 4i Item 4i Page 1 of 1 To: Mayor and Town Council From: Alex Glushko, AICP, Senior Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon whether to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on any Site Plan or Preliminary Site Plan. Description of Agenda Item: Attached are the Preliminary Site Plan and Site Plan acted on by the Planning & Zoning Commission at their August 2, 2016, meeting. Per the Town’s Zoning Ordinance, the Town Council has the ability to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department for any Preliminary Site Plan or Site Plan acted on by the Planning & Zoning Commission. Attached Documents: 1. Preliminary Site Plan for Westfork Crossing 2. Site Plan for First Baptist Church (Temporary Building) Attachment Summary: Project Name Type Location Building Size Existing/ Proposed Uses Known Tenant(s) Westfork Crossing Preliminary Site Plan North side of US 380, 500± feet west of Gee Road 230,116 square feet (total) Restaurant and retail uses Unknown tenants First Baptist Church (Temporary Building) Site Plan West side of Church Street, 300± feet south of First Street 5,146 square feet Church Uses First Baptist Church Town Staff Recommendation: Town staff recommends that the Town Council take no action on this item. Prosper is a place where everyone matters. PLANNING Item 4j Sheet 1 of 3 REVISED PRELIMINARY SITE PLAN WESTFORK CROSSING BLOCK A, LOTS 2-8 98.604 Acres SITUATED IN THE M.E.P. RAILROAD SURVEY, ABSTRACT NO. 1476 P. BARNES SURVEY, ABSTRACT NO. 79 A. JAMISON SURVEY, ABSTRACT NO. 672 TOWN OF PROSPER, DENTON COUNTY, TEXAS Scale: 1" = 200' April, 2016 SEI Job No. 15-154 OWNER / APPLICANT Northwest 423/380 LP 7001 Preston Road, Suite 410 Dallas, Texas 75205 Telephone (214) 224-4600 Contact: Robert Dorazil ENGINEER / SURVEYOR Spiars Engineering, Inc. TBPE No. F-2121 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 Contact: Kevin Wier CASE No. - D16-0044 LOCATION MAP 1" = 2000' PROJECT LOCATION Line Table Item 4j Sheet 2 of 3 REVISED PRELIMINARY SITE PLAN WESTFORK CROSSING BLOCK A, LOTS 2-8 98.604 Acres SITUATED IN THE M.E.P. RAILROAD SURVEY, ABSTRACT NO. 1476 P. BARNES SURVEY, ABSTRACT NO. 79 A. JAMISON SURVEY, ABSTRACT NO. 672 TOWN OF PROSPER, DENTON COUNTY, TEXAS Scale: 1" = 60' April, 2016 SEI Job No. 15-154 OWNER / APPLICANT Northwest 423/380 LP 7001 Preston Road, Suite 410 Dallas, Texas 75205 Telephone (214) 224-4600 Contact: Robert Dorazil ENGINEER / SURVEYOR Spiars Engineering, Inc. TBPE No. F-2121 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 Contact: Kevin Wier CASE No. - D16-0044 Variable width ROW 123456789101112131415161718 Line Table Item 4j Sheet 3 of 3 REVISED PRELIMINARY SITE PLAN WESTFORK CROSSING BLOCK A, LOTS 2-8 98.604 Acres SITUATED IN THE M.E.P. RAILROAD SURVEY, ABSTRACT NO. 1476 P. BARNES SURVEY, ABSTRACT NO. 79 A. JAMISON SURVEY, ABSTRACT NO. 672 TOWN OF PROSPER, DENTON COUNTY, TEXAS Scale: 1" = 60' April, 2016 SEI Job No. 15-154 OWNER / APPLICANT Northwest 423/380 LP 7001 Preston Road, Suite 410 Dallas, Texas 75205 Telephone (214) 224-4600 Contact: Robert Dorazil ENGINEER / SURVEYOR Spiars Engineering, Inc. TBPE No. F-2121 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 Contact: Kevin Wier CASE No. - D16-0044 Variable width ROW Line Table Item 4j Existing Playground Fire Lane Fire Lane Fire Lane Concrete Pavement Asphalt Pavement Asphalt Pavement Asphalt Pavement N 89d 32'41" E ~ 149.39' S 89d 09'32" W ~ 30.70' N 89d 42'36" E ~ 334.27' Asphalt Pavement Mail Box Existing Fire Hydrant Existing Covered Drop-off 1292 SF Fellowship 3148 SF Worship ? ? Existing Fire Stair ETR Not Enclosed Existing Childrens Building 1975 SF Existing Teen Building Co v e r e d W a l k wa y Current End of Pavement Current End of Pavement Existing Portable Building 1 to be Removed Existing Portable Building 2 to be Removed New Portable; Refer Portable Drawings for Interior Layouts, MEP Connections and Misc. Info 70' - 10 1/4" 6 4 ' - 0 " 6 ' - 0 " 82' - 7 1/4" 11' - 9" HH A r c h i t e c t s , I n c . 59 1 0 N o r t h C e n t r a l E x p r e s s w a y S u i t e 1 2 0 0 Da l l a s , T e x a s 7 5 2 0 6 97 2 - 4 0 4 - 1 0 3 4 fa x 9 7 2 - 4 0 4 - 1 0 3 6 7 -1 4 -2 0 1 1 7 /2 8 /2 0 1 6 1 1 :1 2 :1 2 A M 2.10A 1606 New Portable Building Construction Documents FB C P r o s p e r I n t e r i o r R e m o d e l 60 1 S C h u r c h S t , P r o s p e r , T X 7 5 0 7 8 C h e c k e r SCALE: 1" = 30'-0"1 Site Plan Revision Schedule D16-0061 E 1st St E 2nd St E 3rd St E Broadway St E 5th StE 5th St S C o l e m a n S t S C r a i g R d S F i e l d S t S L a n e S t S P a r v i n S t S C h u r c h S t N C o l e m a n S t S M a i n S t E 6th St S P r e s t o n R d N NOTES Owner to Restripe Existing Fire Lane per striping reqirements: 503.3 Marking. Approved striping or, when allowed by the code official, signs, or both, shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Signs and striping shall be maintained in a clean and legible condition at all times and is replaced or repaired when necessary to provide adequate visibility. (1) Striping - Fire apparatus access roads shall be marked by painted lines of red traffic paint six inches (6”) in width to show the boundaries of the lane. The words “NO PARKING FIRE LANE” or "FIRE LANE NO PARKING” shall appear in four inch (4”) white letters at twenty-five foot (25’) intervals on the red border markings along both sides of the fire lanes. Where a curb is available, the stripping shall be on the vertical face of the curb. (2) Signs - Signs shall read “NO PARKING FIRE LANE” or "FIRE LANE NO PARKING” and shall be twelve inches (12”) wide and eighteen inches (18”) high. Signs shall be painted on a white background with letters and borders in red, using not less than two inch (2”) lettering. Signs shall be permanently affixed to a stationary post and the bottom of the sign shall be six feet, six inches (6’-6”) above finished grade. Signs shall be spaced not more than fifty feet (50’) apart. Signs may be installed on permanent buildings or walls or as approved by the Fire Chief. TOWN OF PROSPER SITE PLAN NOTES Any Revision to this plan will require town approval and will require revisions to any corresponding plans to avoid conflict between plans. 1. Dumpsters and trash compactors shall be screened in accordance with the Comprehensive Zoning Ordinance. 2. Open storage, where permitted shall be screened in accordance with the Comprehensive Zoning Ordinance. 3. Outdoor lighting shall comply with the lighting and glare standards contained within the Comprehensive Zoning Ordinance and Subdivision Regulation Ordinance. 4. Landscaping shall conform to landscape plans approved by the town. 5. All elevations shall comply with the standards contained within the Comprehensive Zoning Ordinance. 6. Buildings of 5,000 square feet or greater shall be 100% fire sprinklered. Alternative fire protection measures may be approved by the Fire Department. 7. Fire lanes shall be designed and constructed per town standards or as directed by the Fire Department. 8. Two points of access shall be maintained for the property at all times. 9. Handicapped parking areas and building accessibility shall conform to the Americans with Disabilities Act (ADA) and with the requirements of the current, adopted Building Code. 11. All signage is subject to Building Official approval. 12. All fences and retaining walls shall be shown on the site plan and are subject to Building Official approval. 13. All exterior building materials are subject to Building Official approval and shall conform to the approved facade plan. 14. Sidewalks of not less that six (6') feet in width along thoroughfares and five (5') in width along collectors and residential streets, and barrier free ramps at all curb crossings shall be provided per Town standards. 15. Approval of the site plan is not final until all engineering plans are approved by the Town Engineer. 16. Site plan approval is required prior to grading release. 17. All new electrical lines shall be installed and/or relocated underground. 18. All mechanical equipment shall be screened from public view in accordance with the Comprehensive Zoning Ordinance. SITE DATA SUMMARY Colin Co. School Land #12 Survey Abstract 147 Block 7 Tract 168 Tract 172 Zoning: Single Family Proposed Use: House of Worship Lot Area: 8.491 acres (369,864 SF) Existing Building Area: 17,182 SF Temporary Building Area: 25,251 SF Temporary Building Height: 12'-0" From Finish Floor Lot Coverage: 5.48% Floor Area Ratio: 6.83% Total Parking Required: 1 space / 3 seats Total Parking Provided: 108 Spaces Handicap Parking Required: 5 spaces including 1 Van Accessible Handicap Parking Provided: 2 spaces including 0 Van Accessible (Existing Condition) Interior Landscaping Provided: N/A Square Footage of Impervious Surface: 92,606 SF Open Space Required: 7% Open Space Provided: 68.49% 5146 SF 19. Temporary building will meet all the requirements of the Building Code. 20. Temporary building will meet all the requirements of the Fire Code. 21. Temporary building will be added to the existing fire alarm system and include one pull station and smoke alarm. 22. Temporary building will have a minimum 10' building separation. 23. Temporary building is approximately 82' 7 1/4" x 64' and 5,146 sq. ft. 24. Temporary buildings connecting to plumbing of existing buildings shall submit for all necessary building permits, while temporary buildings require engineering plans to be submitted and approved at the time of building permit. 07/28/2016 Item 4j Page 1 of 1 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Conduct a Public Hearing, and consider and act upon a request for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, located on the northeast corner of US 380 and Gee Road. (MD16-0002). History: At the May 10, 2016, June 14, 2016, June 28, 2016, and July 12, 2016, meetings, the Town Council tabled this item per the applicant’s request. Description of Agenda Item: The applicant has requested this item be tabled and the Public Hearing continued to the September 13, 2016, Town Council meeting, as outlined in the attached letter. Attachments: 1. Tabling Request Letter Town Staff Recommendation: Town staff recommends this item be tabled and the Public Hearing continued to the September 13, 2016, Town Council meeting. Proposed Motion: I move to table this item and continue the Public Hearing to the September 13, 2016, Town Council meeting. Prosper is a place where everyone matters. PLANNING Item 6 August 2, 2016 Alex Glushko Town of Prosper 409 E. First Street Prosper, Texas 75078 RE: Windsong Ranch Marketplace – Sign Package Dear Alex Please accept this letter a request table the above item from the City Council Agenda on August 9, 2016. After feedback from the Executive Development Team we will resubmit a sign package that has been discussed with Terra Verde and has some of the comments incorporated from the EDT. We would like to postpone until the September 13, 2016 meeting. Thanks D. Parks Dorothy Parks Cc: Tommy Reynolds Item 6 Page 1 of 1 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Conduct a Public Hearing, and consider and act upon a request to rezone a portion of Planned Development-65 (PD-65) and a portion of Planned Development-48 (PD-48), on 198.4± acres, located on the southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached, senior living development and to modify lot type requirements. (Z16-0011). Description of Agenda Item: The applicant has requested this item be tabled and the Public Hearing continued to the September 13, 2016, Town Council meeting, as outlined in the attached letter. Attachments: 1. Tabling Request Letter Town Staff Recommendation: Town staff recommends this item be tabled and the Public Hearing continued to the September 13, 2016, Town Council meeting. Proposed Motion: I move to table this item and continue the Public Hearing to the September 13, 2016, Town Council meeting. Prosper is a place where everyone matters. PLANNING Item 7 I t e m 7 Page 1 of 1 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Submission of the FY 2016-2017 Proposed Budget and Budget Message by the Town Manager. Description of Agenda Item: In accordance with the Town Charter, the referenced documentation completes the Town Manager’s submission of the Proposed Budget and Budget Message for Fiscal Year 2016-2017. Town Staff Recommendation: Town staff has submitted the FY 2016-2017 Proposed Budget and Budget Message under separate cover to the Town Council for review. Prosper is a place where everyone matters. FINANCE Item 8 Page 1 of 1 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon a proposed FY 2016-2017 property tax rate. Description of Agenda Item: This agenda item is to set the proposed tax rate to publish for consideration. According to Section 26.05(d) of the Property Tax Code, the Town is required to hold two public hearings and publish a newspaper ad if proposing to consider a tax rate that exceeds the effective rate or rollback rate, whichever is lower. The rate the Town finally adopts can be lower than the proposed and published rate, but it cannot exceed it without undergoing the required posting requirements and timeframes. This item requires a record vote. Budget Impact: Cost to publish the notice is budgeted, if required. Town Staff Recommendation: Town staff recommends that the Town Council propose a rate of $0.52 per $100 in valuation. If making your motion according to staff’s recommendation, please use the following: Proposed Motion: I move to place a proposal to adopt a FY 2016-2017 tax rate of fifty-two cents ($0.52) per one hundred dollars ($100) of valuation on the September 19, 2016, Town Council Agenda. If making your motion for a rate equal to or lower than the effective rate, please use the following and fill in the blank with your proposed rate: Proposed Motion: I move to propose a FY 2016-2017 tax rate of ______ cents ($0.____) per one hundred dollars ($100) of valuation, which is equal to or lower than the effective rate. Prosper is a place where everyone matters. FINANCE Item 9 Page 1 of 1 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager From: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon scheduling Public Hearings on the FY 2016-2017 Proposed Budget. Description of Agenda Item: Chapter 102 of the Texas Local Government Code requires the Town to hold a public hearing on the proposed budget and publish the notice for this meeting in addition to the notice required under Truth in Taxation guidelines. The budget hearings are recommended to be scheduled on the same days as the public hearings on the proposed tax rate. August 23 and September 13 are regular meeting dates of the Town Council. These dates meet the Public Hearing requirements of the Local Government Code. Given the timelines for publishing in the Prosper Press, staff will be submitting the notice of the public hearings on the proposed budget to print in the August 10 Prosper Press. Budget Impact: The cost to publish the notice is budgeted. Town Staff Recommendation: Town staff recommends that the Town Council approve the proposed schedule for Public Hearings on the FY 2016-2017 Proposed Budget. Proposed Motion: I move to schedule Public Hearings on the FY 2016-2017 Proposed Budget for August 23, 2016, at 6:00 p.m., and September 13, 2016, at 6:00 p.m., with each meeting taking place at the Prosper Municipal Chambers at 108 W. Broadway Street, Prosper, TX. Prosper is a place where everyone matters. FINANCE Item 10 Page 1 of 2 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon scheduling Public Hearings for the FY 2016-2017 proposed tax rate. Description of Agenda Item: Section 26.05(d) of the Texas Property Tax Code requires taxing entities to hold two public hearings and publish newspaper ads before adopting a tax rate that exceeds the effective rate or rollback rate, whichever is lower. If the Council votes to propose the recommended tax rate of $0.52 per $100 valuation, this item will need to be acted on by setting the public hearings and publishing a notice in the local newspaper. A quorum must be present at each public hearing. As specified in the notice requirements set out in SB 1510, a draft notice is attached. August 23 and September 13 are regularly scheduled Town Council meeting dates. Hearings on these dates satisfy Texas Property Tax Code requirements. If the Council votes to propose a tax rate equal to or less than $0.442223 per $100 valuation, the effective tax rate, then the public hearings and publications are not necessary and this item requires no action. Budget Impact: The cost to publish the notices is included in the budget. Attached Documents: 1. Notice of 2016 Tax Year Proposed Property Tax Rate. Town Staff Recommendation: Town staff recommends that the Town Council: If the proposed rate is the recommended $0.52 or otherwise exceeds the effective tax rate, which is $0.442223 per $100 valuation, please use the following: Proposed Motion: I move to set the Public Hearings on the proposal to increase total tax revenues and the proposed tax rate of $0.52 per $100 in valuation for August 23, 2016, at 6:00 p.m. and Prosper is a place where everyone matters. FINANCE Item 11 Page 2 of 2 September 13, 2016, at 6:00 p.m., with each meeting taking place at the Prosper Municipal Chambers at 108 W. Broadway Street, Prosper, TX. If the proposed rate is equal or less than the effective tax rate, please: Take no action on this item, provided the rate proposed is equal to or lower than the effective tax rate. In such case, public hearings are not required. Item 11 NOTICE OF 2016 TAX YEAR PROPOSED PROPERTY TAX RATE FOR TOWN OF PROSPER A tax rate of $0.520000 per $100 valuation has been proposed for adoption by the governing body of Town of Prosper. This rate exceeds the lower of the effective or rollback tax rate, and state law requires that two public hearings be held by the governing body before adopting the proposed tax rate. The governing body of Town of Prosper proposes to use revenue attributable to the tax rate increase for the purpose of funding additional public safety positions along with needed equipment/vehicles and enhancements to the town's roadway infrastructure. PROPOSED TAX RATE $0.520000 per $100 PRECEDING YEAR'S TAX RATE $0.520000 per $100 EFFECTIVE TAX RATE $0.442223 per $100 ROLLBACK TAX RATE $0.621838 per $100 The effective tax rate is the total tax rate needed to raise the same amount of property tax revenue for Town of Prosper from the same properties in both the 2015 tax year and the 2016 tax year. The rollback tax rate is the highest tax rate that Town of Prosper may adopt before voters are entitled to petition for an election to limit the rate that may be approved to the rollback rate. YOUR TAXES OWED UNDER ANY OF THE ABOVE RATES CAN BE CALCULATED AS FOLLOWS: property tax amount= (rate) x (taxable value of your property)/100 For assistance or detailed information about tax calculations, please contact: Kenneth L. Maun Tax Assessor-Collector 2300 Bloomdale Road McKinney, TX 75071 972-547-5020 kmaun@collincountytx.gov www.prospertx.gov You are urged to attend and express your views at the following public hearings on the proposed tax rate: First Hearing: August 23, 2016 at 6:00 pm at the Prosper Municipal Chambers, 108 W. Broadway, Prosper, Texas. Second Hearing: September 13, 2016 at 6:00 pm at the Prosper Municipal Chambers, 108 W. Broadway, Prosper, Texas. Item 11 Page 1 of 2 To: Mayor and Town Council From: Betty Pamplin, Accounting Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon amending ordinance No. 15-58 (FY 2015-2016 Budget). Description of Agenda Item: Church Street (First – PISD): As part of the Church Street (First – PISD) project, older existing water lines will need to be replaced. The current adopted Capital Improvement Plan included the estimate for this work but a decision package was not presented during the FY 2015-2016 budget process to allocate the necessary funds. With the bid award of the Church Street (First – PISD) project scheduled for the August 9, 2016, Town Council meeting, the reallocation of these funds to the CIP Fund are needed to facilitate the project. Church /Parvin Wastewater Reconstruction: As part of the reconstruction of Church Street (First – PISD) and Old Town Drainage – Church & Parvin Drainage Improvement projects, portions of an existing wastewater line will need to be reconstructed. The current adopted Capital Improvement Plan included an estimate for this work in the Church Street (First – PISD) project but a decision package was not presented during the FY 2015-2016 budget process to reallocate the necessary funds to this project. Downtown Enhancements (Broadway): Staff was directed to expand the current project scope to include the permanent concrete curb and pavement with underground drainage improvements from McKinley to Coleman. The current scope of the project was for sidewalks, street lighting and landscaping. Budget Impact: The Water and Sewer Fund expenditures will increase $250,000. The General Fund expenditures will increase $1,050,000. CIP Fund transfers in will increase by $1,300,000 and expenditures will increase by $1,300,000. The net budget impact for all funds is $1,300,000 (transfers in increase of $1,300,000, less expenditure increase of $2,600,000). The net increase will be funded by Water and Sewer Fund Balance ($250,000) and General Fund Balance ($1,050,000). Prosper is a place where everyone matters. FINANCE Item 12 Page 2 of 2 Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P. reviewed the budget amendment ordinance as to form and legality. Attached Documents: 1. Ordinance Town Staff Recommendation: Town staff recommends approval of amending Ordinance No. 15-58 (FY 2015-2016 Budget) to fund increased expenditures and transfers in the Water and Sewer Fund and the CIP Fund. Proposed Motion: I move to approve amending Ordinance No. 15-58 (FY 2015-2016 Budget) to fund increased expenditures and transfers in the Water and Sewer Fund and the CIP Fund. Item 12 TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, AMENDING ORDINANCE NO. 15-58 (FY 2015-2016 BUDGET) AND ALLOCATING FUNDS TO FUND INCREASED EXPENDITURES OF $250,000 IN THE WATER AND SEWER FUND BUDGET, INCREASED EXPENDITURES OF $1,050,000 IN THE GENERAL FUND BUDGET, AND INCREASED TRANSERS OF $1,300,000 INTO THE CIP FUND BUDGET AND INCREASED EXPENDITURES OF $1,300,000 IN THE CIP FUND BUDGET; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE. WHEREAS, the Town Council of the Town of Prosper, Texas (“Town Council”), has investigated and determined that it will be beneficial and advantageous to the residents of the Town of Prosper, Texas (“Prosper”), to amend Ordinance No. 15-58 (FY 2015-2016 Budget) for the purposes listed in Exhibit “A,” attached hereto and incorporated herein by reference; and WHEREAS, the changes will result in budgeted funds being reallocated among different funds and departments and an overall net increase in the budget for funding expenditures for water lines on the Church Street (First – PISD) project, sewer lines on the Church / Parvin Wastewater Reconstruction project, and the Downtown Enhancements (Broadway) project. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendment to Ordinance No. 15-58_ (FY 2015-2016 Budget). Ordinance No. 15-58 (FY 2015-2016 Budget) is hereby amended to allow for increases to revenues and appropriations as shown in Exhibit “A,” attached hereto and incorporated herein. SECTION 3 Savings/Repealing Clause. All provisions of any ordinance in conflict with this Ordinance are hereby repealed, but such repeal shall not abate any pending prosecution for violation of the repealed Ordinance, nor shall the repeal prevent prosecution from being commenced for any violation if occurring prior to the repeal of the Ordinance. Any remaining portions of conflicting ordinances shall remain in full force and effect. Item 12 Ordinance No. 16-__, Page 2 SECTION 4 Severability. Should any section, subsection, sentence, clause, or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, sentence, clause, or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, or phrases be declared unconstitutional or invalid. SECTION 5 Effective Date. This Ordinance shall become effective immediately upon its passage. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 9TH DAY OF AUGUST, 2016. TOWN OF PROSPER, TEXAS ___________________________________ Ray Smith, Mayor ATTEST TO: Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: ________________________________ Terrence S. Welch, Town Attorney Item 12 Water and Sewer Fund Original Budget Current Budget Amended Budget Increase (Decrease) Expenditures: Non-Departmental $ 4,251,134 $ 4,251,134 $ 4,501,134 $ 250,000 Total $ 4,251,134 $ 4,251,134 $ 4,501,134 $ 250,000 General Fund Original Budget Current Budget Amended Budget Increase (Decrease) Expenditures: Streets $ 2,014,984 $ 2,142,874 $ 3,192,874 $ 1,050,000 Total $ 2,014,984 $ 2,142,874 $ 3,192,874 $ 1,050,000 CIP Fund Original Budget Current Budget Amended Budget Increase (Decrease) Revenues: Transfer from Water and Sewer Fund - Non- Departmental - - 250,000 250,000 Transfer from General Fund - Streets 1,024,000 1,490,863 2,540,863 1,050,000 Total $ 1,024,000 $ 1,490,863 $ 2,790,863 $ 1,300,000 Expenditures: Church Street (First - PISD) - - 150,000 150,000 Church / Parvin Sewer Reconstruction - - 100,000 100,000 Broadway Street Reconstruction - - 1,050,000 1,050,000 Total $ - $ - $ 1,300,000 $ 1,300,000 Total Revenue 1,300,000$ Total Expenditures 2,600,000 Net Effect All Funds (1,300,000)$ Church Street - Water and Wastewater lines 250,000 Broadway Street Reconstruction 1,050,000 Increased Expenditures this Budget Amendment - All Funds 1,300,000$ EXHIBIT "A" BUDGET AMENDMENT FISCAL YEAR 2015-2016 August 9, 2016 Item 12 Page 1 of 2 To: Mayor and Town Council From: Frank E. Jaromin, P.E., Director of Public Works Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon awarding Bid No. 2016-57-B to GRod Construction, LLC., related to construction services for the Church Street (First – PISD) project; and authorizing the Town Manager to execute a construction agreement for same. Description of Agenda Item: On July 19, 2016, at 2:00 PM, six bids were opened for the Town of Prosper Bid No. 2016-57-B Church Street (First – PISD) project. The verified bid totals from the bidders ranged between $684,360.00 and $830,768.13, with GRod Construction, LLC., being the low bidder. The bid was $286,075.00 under the Engineer’s Estimate and approximately $415,640.00 under current funding. This scope of the contract will replace the existing asphalt pavement on Church Street and sections of Fifth Street with six-inch concrete pavement. The bid also includes supplementary repair work on selected driveways and drainage culverts. An 8-inch water line will be installed along the east side of Church Street, including three new fire hydrants. These additions will provide the Fire Department with more options and accessibility if an emergency situation occurs. The contract specifies 130 calendar days, with a substantial completion time of 30 calendar days. During construction, traffic along Church Street will generally be restricted to a one-way circulation pattern, allowing the contractor to work on one-half of the road at a time. Staff will coordinate closely with residents, Prosper ISD, Post Office, and public safety personnel, and provide updates of the construction activity. Budget Impact: The project will be funded by existing Bond funds as well as the Water and Sewer Fund. The current adopted Capital Improvement Plan included $1,100,000 for this project. Of that amount, $850,000 was bond funds and the remaining $250,000 from the Water and Sewer Fund. The $250,000 from the Water and Sewer Fund for the water and wastewater improvements were anticipated but a decision package was not presented during the FY 2015-2016 budget process to allocate the necessary funds. A separate budget amendment is on the August 9, 2016, Town Council meeting, to reallocate $150,000 of Water and Sewer Funds to this project to cover the cost of the water improvements and $100,000 to the Church/Parvin Wastewater Reconstruction project Prosper is a place where everyone matters. PUBLIC WORKS Item 13 Page 2 of 2 to fund the future reconstruction of an existing wastewater line. The Account Number for this project is 750-6610-10-00-1612-ST. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard construction agreement as to form and legality. Attached Documents: 1. Location Map 2. Bid Tabulation Summary 3. Construction Agreement Town Staff Recommendation: Town staff recommends that the Town Council award Bid No. 2016-57-B to GRod Construction, LLC., related to construction services for the Church Street (First – PISD) project; and authorize the Town Manager to execute a construction agreement for same. Proposed Motion: I move to award Bid No. 2016-57-B to GRod Construction, LLC., related to construction services for the Church Street (First – PISD) project; and authorize the Town Manager to execute a construction agreement for same. Item 13 Item 13 TOWN OF PROSPER BID TABULATION SUMMARY Bid No. 2016-57-B Prosper Road Improvement Project 2016 - Church Street (PISD to First Street) Bid Opening: 7/19/2016 at 2:00 PM Grand Total GRod Construction, LLC $ 684,360.00 SPI Asphalt, LLC $ 748,147.41 Pavecon Public Works, LP $ 767,499.18 Tiseo Paving Company $ 795,084.50 Quality Excavation, LTD. $ 824,730.00 McMahon Contracting, L.P. $ 830,768.13 Certified By: January M. Cook, CPPO, CPPB Date: 7/19/2016 Purchasing Agent Town of Prosper, Texas **All bids/proposals submitted for the designated project are reflected on this tabulation sheet. However, the listing of the bid/proposal on this tabulation sheet shall not be construed as a comment on the responsiveness of such bid/proposal or as any indication that the agency accepts such bid/proposal as being responsive. The agency will make a determination as to the responsiveness of the vendor responses submitted based upon compliance with all applicable laws, purchasing guidelines and project documents, including but not limited to the project specifications and contract documents. The agency will notify the successful vendor upon award of the contract and, as according to the law, all bid/proposal responses received will be available for inspection at that time. Item 13 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROSPER ROAD IMPROVEMENT PROJECT 2016 BIDDING ONLY CHURCH STREET (PISD TO FIRST STREET) BID NO. 2016-57-B TOWN OF PROSPER COLLIN COUNTY, TEXAS TOWN OFFICIALS Ray Smith, Mayor Curry Vogelsang Jr., Mayor Pro-Tem Jason Dixon, Deputy Mayor Pro-Tem Michael Korbuly, Place 1 Kenneth Dugger, Place 2 Meigs Miller Place 4 Mike Davis, Place 5 Harlan Jefferson, Town Manager Item 13 TABLE OF CONTENTS TABLE OF CONTENTS .................................................................................................. 1 LEGAL NOTICE .............................................................................................................. 2 INSTRUCTIONS TO BIDDERS ...................................................................................... 3 BID PROPOSAL FORM .................................................................................................. 4 BID BOND ..................................................................................................................... 11 OUT-OF-STATE CONTRACTOR COMPLIANCE TO STATE LAW .............................. 13 CONSTRUCTION AGREEMENT ................................................................................ 134 PERFORMANCE BOND ............................................................................................. 278 PAYMENT BOND........................................................................................................ 301 MAINTENANCE BOND ............................................................................................... 334 GENERAL CONDITIONS ............................................................................................ 367 SPECIAL CONDITIONS .............................................................................................. 545 TECHNICAL SPECIFICATIONS ................................................................................. 556 Item 13 LEGAL NOTICE The Town of Prosper is accepting sealed bids for Bid No. 2016-57-B Prosper Road Improvement Project 2016 – Church Street (PISD to First Street). Bids will be accepted until 2:00 P.M. on July 19, 2016 at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078. Any bids received after this time will not be accepted, and will be returned unopened. Bids will be publicly opened and read aloud at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078 immediately following this time. The Project consists of furnishing all labor, equipment and materials (except as otherwise specified), and performing all work necessary for the construction of 6” reinforced concrete streets from existing asphalt streets, including, asphalt removal, preparing cement treated subgrade and installing 8” water line, and roadway excavation. The Project locations are in the down town of Prosper Texas. Each bid submitted shall be accompanied by a cashier's check in the amount of five percent (5%) of the maximum amount bid, payable without recourse to the Town of Prosper, or a Bid Bond in the same amount from a reliable surety company as a guarantee that, if awarded the contract, the Bidder will execute a Construction Agreement with the Town, including all required bonds and other documents. The successful bidder shall furnish performance and payment bonds in the amount of 100% of the contract amount as well as evidence of all required insurance coverage within ten (10) calendar days of notice of award. The successful bidder shall also furnish a Maintenance Bond in the amount of 10% of the contract sum covering defects of material and workmanship for two calendar years following the Town's approval and acceptance of the construction. An approved surety company, licensed in the State of Texas, shall issue all bonds in accordance with Texas law. Copies of Plans, Specifications, and Contract Documents may be examined at Town of Prosper, 151 S. Main St., Prosper, TX 75708, 927-569-1018 without charge. These documents may be acquired from that office for the non-refundable purchase price of $10 per set, payable to the Town of Prosper. Copies of Plans, Specifications, and Contract Documents may also be downloaded free of charge from Current Bidding Opportunities, at the following link: http://www.prospertx.gov/business/bid-opportunities/. Questions and requests for clarifications in regards to this bid should be emailed directly to January Cook, CPPO, CPPB, Purchasing Agent, at january_cook@prospertx.gov. July 13, 2016 at 12:00 P.M. will be the deadline for receipt of questions and requests for clarifications. After that day and time, no further questions or requests for clarifications will be accepted or answered by the Engineer or Town. Item 13 INSTRUCTIONS TO BIDDERS 1. Submittal Deadline: Bids will be accepted until 2:00 P.M. on Tuesday, July 19, 2016. 2. Submittal Location: Bids will be accepted at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078. 3. Submittal Requirements: Each Bidder shall submit one (1) original and one (1) copy of their bid, along with their bid security and Out of State Contractor Compliance (if necessary), in a sealed envelope clearly marked with their name and Bid No. 2016-58-B, Prosper Road Improvement Project 2016 – Church Street (PISD to First Street). 4. Bid Opening: Bids will be publicly opened and read aloud at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078 immediately following the bid deadline. 5. Bidding Documents: Copies of Plans, Specifications, and Contract Documents may be examined without charge or obtained for the non-refundable purchase price of $10 per set at the following location: Town of Prosper 151 S. Main St. Prosper, Texas 75078 972-569-1018 or Download free of charge from Current Bidding Opportunities, at the following link: http://www.prospertx.gov/business/bid-opportunities/. 6. Questions and Requests for Clarification: Questions and requests for clarifications in regards to this bid should be emailed directly to January Cook, CPPO, CPPB, Purchasing Agent, at january_cook@prospertx.gov. July 13, 2016 at 12:00 P.M. will be the deadline for receipt of questions and requests for clarifications. After that day and time, no further questions or requests for clarifications will be accepted or answered by the Engineer or Town. 7. Addenda: If it becomes necessary to provide additional information to potential Bidders, the Town of Prosper will issue an addendum containing the necessary information. 8. Pre-Bid Meeting: A pre-bid meeting will not be held for this project. Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 OUT-OF-STATE CONTRACTOR COMPLIANCE TO STATE LAW Texas Government Code §2252.002 provides that, in order to be awarded a contract as low bidder, a non-resident bidder (out-of-state contractor whose corporate office or principal place of business is outside the State of Texas) bid projects in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in the following statement must be filled out by all out-of-state or non-resident bidders in order for those bids to meet specifications. (This information may be obtained from the Texas Register.) The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Non-resident contractor in ___________________ (give state), our principal place of business, is required to be _________ percent lower than resident bidders by State Law. The exact language of the statute is set out below. Non-resident contractor in ___________________ (give state), our principal place of business, is not required to underbid resident bidders. BIDDER By Company (Please Print) Address Signature City State Zip Title (Please Print) “Tex. Gov’t Code Sec. 2252.002. AWARD OF CONTRACT TO NONRESIDENT BIDDER. A governmental entity may not award a governmental contract to a nonresident bidder unless the nonresident underbids the lowest bid submitted by a responsible resident bidder by an amount that is not less than the amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located.” Item 13 CONSTRUCTION AGREEMENT THE STATE OF TEXAS ) ) KNOW ALL MEN BY THESE PRESENTS: COUNTY OF COLLIN ) This Construction Agreement (the "Agreement") is made by and between *5RG&RQVWUXFWLRQ//&a 7H[DVFRUSRUDWLRQ, (the "Contractor") and the Town of Prosper, Texas, a municipal corporation (the "Owner"). For and in consideration of the payment, agreements and conditions hereinafter mentioned, and under the conditions expressed in the bonds herein, Contractor hereby agrees to complete the construction of improvements described as follows: PROSPER ROAD IMPROVEMENT PROJECT 2016 CHURCH STREET (PISD TO FIRST STREET) BID NO. 2016-57-B in the Town of Prosper, Texas, and all extra work in connection therewith, under the terms as stated in the terms of this Contract, including all Contract D ocuments incorporated herein; and at his, her or their own proper cost and expense to furnish all superintendence, labor, insurance, equipment, tools and other accessories and services necessary to complete the said construction in accordance with all the Contract Documents, incorporated herein as if written word for word, and in accordance with the Plans, which include all maps, plats, blueprints, and other drawings and printed or written explanatory manner therefore, and the Specifications as prepared by Town of Prosper or its consultant hereinafter called Engineer, who has been identified by the endorsement of the Contractor's written proposal, the General Conditions of this Contract, the Special Conditions of this Contract, the payment, performance, and maintenance bonds hereto attached; all of which are made a part hereof and collectively evidence and constitute the entire Contract. A. Contract Documents and Order of Precedence The Contract Documents shall consist of the following documents: 1. this Construction Agreement; 2. properly authorized change orders; 3. the Special Conditions of this Contract; 4. the General Conditions of this Contract; 5. the Technical Specifications & Construction Drawings of this Contract; 6. the OWNER's Standard Construction Details; 7. the OWNER's Standard Construction Specifications; Item 13 8. the OWNER’s written notice to proceed to the CONTRACTOR; 9. the Contractor’s Bid Proposal; 10. any listed and numbered addenda; 11. the Performance, Payment, and Maintenance Bonds; and, 12. any other bid materials distributed by the Owner that relate to the Project. These Contract Documents are incorporated by reference into this Construction Agreement as if set out here in their entirety. The Contract Documents are intended to be complementary; what is called for by one document shall be as binding as if called for by all Contract Documents. It is specifically provided, however, that in the event of any inconsistency in the Contract Documents, the inconsistency shall be resolved by giving precedence to the Contract Documents in the order in which they are listed herein above. If, however, there exists a conflict or inconsistency between the Technical Specifications and the Construction Drawings it shall be the Contractor’s obligation to seek clarification as to which requirements or provisions control before undertaking any work on that component of the project. Should the Contractor fail or refuse to seek a clarification of such conflicting or inconsistent requirements or provisions prior to any work on that component of the project, the Contractor shall be solely responsible for the costs and expenses - including additional time - necessary to cure, repair and/or correct that component of the project. B. Total of Payments Due Contractor For performance of the Work in accordance with the Contract Documents, the Owner shall pay the Contractor in current funds an amount not to exceed 6L[+XQGUHG(LJKW\)RXU7KRXVDQG7KUHH+XQGUHG6L[W\Dollars andQR cents ($). This amount is subject to adjustment by change order in accordance with the Contract Documents. C. Dates to Start and Complete Work Contractor shall begin work within ten (10) calendar days after receiving a written Notice to Proceed or written Work Order from the Owner. All Work required under the Contract Documents shall be substantially completed within 100 calendar days after the date of the Notice to Proceed for the base bid. Within 30 additional calendar days after Substantial Completion, all outstanding issues shall be addressed and ready for final payment. Under this Construction Agreement, all references to “day” are to be considered “calendar days” unless noted otherwise. D. CONTRACTOR'S INDEMNITY TO THE OWNER AND OTHERS CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS THE TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS AND EMPLOYEES, IN BOTH THEIR PUBLIC AND PRIVATE CAPACITIES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, Item 13 PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND ATTORNEY FEES WHICH MAY ARISE BY REASON OF INJURY TO OR DEATH OF ANY PERSON OR FOR LOSS OF, DAMAGE TO, OR LOSS OF USE OF ANY PROPERTY OCCASIONED BY ERROR, OMISSION, OR NEGLIGENT ACT OF CONTRACTOR, ITS SUBCONTRACTORS, ANY OFFICERS, AGENTS OR EMPLOYEES OF CONTRACTOR OR ANY SUBCONTRACTORS, INVITEES, AND ANY OTHER THIRD PARTIES OR PERSONS FOR WHOM OR WHICH CONTRACTOR IS LEGALLY RESPONSIBLE, IN ANY WAY ARISING OUT OF, RELATING TO, RESULTING FROM, OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT, AND CONTRACTOR WILL AT HIS OR HER OWN COST AND EXPENSE DEFEND AND PROTECT TOWN OF PROSPER (OWNER) FROM ANY AND ALL SUCH CLAIMS AND DEMANDS. CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS, AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND ATTORNEYS FEES FOR INJURY OR DEATH OF ANY PERSON OR FOR LOSS OF, DAMAGES TO, OR LOSS OF USE OF ANY PROPERTY, ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT. SUCH INDEMNITY SHALL APPLY WHETHER THE CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION ARISE IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE TOWN OF PROSPER (OWNER), ITS MAYOR AND TOWN COUNCIL, OFFICERS, OFFICIALS, AGENTS OR EMPLOYEES. IT IS THE EXPRESS INTENTION OF THE PARTIES HERETO THAT THE INDEMNITY PROVIDED FOR IN THIS PARAGRAPH IS INDEMNITY BY CONTRACTOR TO INDEMNIFY AND PROTECT TOWN OF PROSPER (OWNER) FROM THE CONSEQUENCES OF TOWN OF PROSPER’S (OWNER'S) OWN NEGLIGENCE, WHETHER THAT NEGLIGENCE IS A SOLE OR CONCURRING CAUSE OF THE INJURY, DEATH OR DAMAGE. IN ANY AND ALL CLAIMS AGAINST ANY PARTY INDEMNIFIED HEREUNDER BY ANY EMPLOYEE OF THE CONTRACTOR, ANY SUB-CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION HEREIN PROVIDED SHALL NOT BE LIMITED IN ANY WAY BY ANY LIMITATION ON THE AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR ANY SUB-CONTRACTOR UNDER WORKMEN'S COMPENSATION OR OTHER EMPLOYEE BENEFIT ACTS. INDEMNIFIED ITEMS SHALL INCLUDE ATTORNEYS' FEES AND COSTS, COURT COSTS, AND SETTLEMENT COSTS. INDEMNIFIED ITEMS SHALL ALSO INCLUDE ANY EXPENSES, INCLUDING ATTORNEYS' FEES AND EXPENSES, INCURRED BY AN INDEMNIFIED INDIVIDUAL OR ENTITY IN ATTEMPTING TO ENFORCE THIS INDEMNITY. In its sole discretion, the Owner shall have the right to approve counsel to be retained by Contractor in fulfilling its obligation to defend and indemnify the Owner. Contractor shall retain approved counsel for the Owner within seven (7) business days after receiving written notice from the Owner that it is invoking its right to indemnification under this Construction Agreement. If Contractor does not retain counsel for the Owner within the required time, then the Owner Item 13 shall have the right to retain counsel and the Contractor shall pay these attorneys' fees and expenses. The Owner retains the right to provide and pay for any or all costs of defending indemnified items, but it shall not be required to do so. To the extent that Owner elects to provide and pay for any such costs, Contractor shall indemnify and reimburse Owner for such costs. (Please note that this “broad-form” indemnification clause is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) E. Insurance Requirements 1. Before commencing work, the Contractor shall, at its own expense, procure, pay for and maintain the following insurance coverage written by companies approved by the State of Texas and acceptable to the Town of Prosper. The Contractor shall furnish to the Town of Prosper Purchasing Agent certificates of insurance executed by the insurer or its authorized agent stating the type of coverages, limits of each such coverage, expiration dates and compliance with all applicable required provisions. Certificates shall reference the project/contract number and be addressed as follows: PROSPER ROAD IMPROVEMENT PROJECT 2016 CHURCH STREET (PISD TO FIRST STREET) BID NO. 2016-57-B Town of Prosper Attn: Purchasing Agent 121 W. Broadway P.O. Box 307 Prosper, Texas 75078 (a) Commercial General Liability insurance, including, but not limited to Premises/Operations, Personal & Advertising Injury, Products/Completed Operations, Independent Contractors and Contractual Liability, with minimum combined single limits of $1,000,000 per-occurrence, $1,000,000 Products/Completed Operations Aggregate and $2,000,000 general aggregate. If high risk or dangerous activities are included in the Work, explosion, collapse and underground (XCU) coverage is also required. Coverage must be written on an occurrence form. The General Aggregate shall apply on a per project basis. (b) Workers’ Compensation insurance with statutory limits; and Employers’ Liability coverage with minimum limits for bodily injury: a) by accident, $100,000 each accident, b) by disease, $100,000 per employee with a per policy aggregate of $500,000. Item 13 (c) Umbrella or Excess Liability insurance with minimum limits of $2,000,000 each occurrence and annual aggregate for bodily injury and property damage, that follows form and applies in excess of the above indicated primary coverage in subparagraphs a and b. The total limits required may be satisfied by any combination of primary, excess or umbrella liability insurance provided all policies comply with all requirements. The Contractor may maintain reasonable deductibles, subject to approval by the Owner. 2. With reference to the foregoing required insurance, the Contractor shall endorse applicable insurance policies as follows: (a) A waiver of subrogation in favor of Town of Prosper, its officials, employees, and officers shall be contained in the Workers’ Compensation insurance policy. (b) The Town of Prosper, its officials, employees and officers shall be named as additional insureds on the Commercial General Liability policy, by using endorsement CG2026 or broader. (Please note that this “additional insured” coverage requirement is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) (c) All insurance policies shall be endorsed to the effect that Town of Prosper will receive at least thirty (30) days’ notice prior to cancellation, non- renewal, termination, or material change of the policies. 3. All insurance shall be purchased from an insurance company that meets a financial rating of “A” or better as assigned by the A.M. BEST Company or equivalent. 4. With respect to Workers’ Compensation insurance, the Contractor agrees to comply with all applicable provisions of 28 Tex. Admin Code § 110.110, “Reporting Requirements for Building or Construction Projects for Governmental Entities,” as such provision may be amended, and as set forth in Paragraph F following. F. Workers' Compensation Insurance Coverage 1. Definitions: Certificate of coverage ("certificate")- A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Item 13 Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have Item 13 known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. Item 13 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Performance, Payment and Maintenance Bonds The Contractor shall procure and pay for performance and payment bonds applicable to the work in the amount of the total bid price. The Contractor shall also procure and pay for a maintenance bond applicable to the work in the amount of ten percent (10%) of the total bid price. The period of the Maintenance Bond shall be two years from the date of acceptance of all work done under the contract, to cover the guarantee as set forth in this Construction Agreement. The performance, payment and maintenance bonds shall be issued in the form attached to this Construction Agreement as Exhibits B, C and D. Other performance, payment and maintenance bond forms shall not be accepted. Among other things, these bonds shall apply to any work performed during the two-year warranty period after acceptance as described in this Construction Agreement. The performance, payment and maintenance bonds shall be issued by a corporate surety, acceptable to and approved by the Town, authorized to do business in the State of Texas, pursuant to Chapter 2253 of the Texas Government Code. Further, the Contractor shall supply capital and surplus information concerning the surety and reinsurance information concerning the performance, payment and maintenance bonds upon Town request. In addition to the foregoing requirements, if the amount of the bond exceeds One Hundred Thousand Dollars ($100,000) the bond must be issued by a surety that is qualified as a surety on obligations permitted or required under federal law as indicated by publication of the surety’s name in the current U.S. Treasury Department Circular 570. In the alternative, an otherwise acceptable surety company (not qualified on federal obligations) that is authorized and admitted to write surety bonds in Texas must obtain reinsurance on any amounts in excess of One Hundred Thousand Dollars ($100,000) from a reinsurer that is authorized and admitted as a reinsurer in Texas who also qualifies as a surety or reinsurer on federal obligations as indicated by publication of the surety’s or reinsurer’s name in the current U.S. Treasury Department Circular 570. H. Progress Payments and Retainage As it completes portions of the Work, the Contractor may request progress payments from the Owner. Progress payments shall be made by the Owner based on the Owner's Item 13 estimate of the value of the Work properly completed by the Contractor since the time the last progress payment was made. The "estimate of the value of the work properly completed" shall include the net invoice value of acceptable, non-perishable materials actually delivered to and currently at the job site only if the Contractor provides to the Owner satisfactory evidence that material suppliers have been paid for these materials. No progress payment shall be due to the Contractor until the Contractor furnishes to the Owner: 1. copies of documents reasonably necessary to aid the Owner in preparing an estimate of the value of Work properly completed; 2. full or partial releases of liens, including releases from subcontractors providing materials or delivery services relating to the Work, in a form acceptable to the Owner releasing all liens or claims relating to goods and services provided up to the date of the most recent previous progress payment; 3. an updated and current schedule clearly detailing the project’s critical path elements; and 4. any other documents required under the Contract Documents. Progress payments shall not be made more frequently than once every thirty (30) calendar days unless the Owner determines that more frequent payments are appropriate. Further, progress payments are to be based on estimates and these estimates are subject to correction through the adjustment of subsequent progress payments and the final payment to Contractor. If the Owner determines after final payment that it has overpaid the Contractor, then Contractor agrees to pay to the Owner the overpayment amount specified by the Owner within thirty (30) calendar days after it receives written demand from the Owner. The fact that the Owner makes a progress payment shall not be deemed to be an admission by the Owner concerning the quantity, quality or sufficiency of the Contractor's work. Progress payments shall not be deemed to be acceptance of the Work nor shall a progress payment release the Contractor from any of its responsibilities under the Contract Documents. After determining the amount of a progress payment to be made to the Contractor, the Owner shall withhold a percentage of the progress payment as retainage. The amount of retainage withheld from each progress payment shall be set at five percent (5%). Retainage shall be withheld and may be paid to: a. ensure proper completion of the Work. The Owner may use retained funds to pay replacement or substitute contractors to complete unfinished or defective work; b. ensure timely completion of the Work. The Owner may use retained funds to pay liquidated damages; and c. provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Item 13 Retained funds shall be held by the Owner in accounts that shall not bear interest. Retainage not otherwise withheld in accordance with the Contract Documents shall be returned to the Contractor as part of the final payment. I. Withholding Payments to Contractor The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that the Work has not been performed in accordance with the Contract Documents. The Owner may use these funds to pay replacement or substitute contractors to complete unfinished or defective Work. The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that it is necessary and proper to provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Amounts withheld under this section shall be in addition to any retainage. J. Acceptance of the Work When the Work is completed, the Contractor shall request that the Owner perform a final inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents, it shall issue a written notice of acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. It is specifically provided that Work shall be deemed accepted on the date specified in the Owner's written notice of acceptance of the Work. The Work shall not be deemed to be accepted based on "substantial completion" of the Work, use or occupancy of the Work, or for any reason other than the Owner's written Notice of Acceptance. Further, the issuance of a certificate of occupancy for all or any part of the Work shall not constitute a Notice of Acceptance for that Work. In its discretion, the Owner may issue a Notice of Acceptance covering only a portion of the Work. In this event, the notice shall state specifically what portion of the Work is accepted. K. Acceptance of Erosion Control Measures When the erosion control measures have been completed, the Contractor shall request that the Owner perform a f inal inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents and per TPDES General Construction Permit, it shall issue a written Notice of Acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents or TPDES General Construction Permit, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. L. Final Payment Item 13 After all Work required under the Contract Documents has been completed, inspected, and accepted, the Town shall calculate the final payment amount promptly after necessary measurements and computations are made. The final payment amount shall be calculated to: 1. include the estimate of the value of Work properly completed since the date of the most recent previous progress payment; 2. correct prior progress payments; and 3. include retainage or other amounts previously withheld that are to be returned to Contractor, if any. Final payment to the Contractor shall not be due until the Contractor provides original full releases of liens from the Contractor and its subcontractors, or other evidence satisfactory to the Owner to show that all sums due for labor, services, and materials furnished for or used in connection with the Work have been paid or shall be paid with the final payment. To ensure this result, Contractor consents to the issuance of the final payment in the form of joint checks made payable to Contractor and others. The Owner may, but is not obligated to issue final payment using joint checks. Final payment to the Contractor shall not be due until the Contractor has supplied to the Owner original copies of all documents that the Owner determines are reasonably necessary to ensure both that the final payment amount is properly calculated and that the Owner has satisfied its obligation to administer the Construction Agreement in accordance with applicable law. The following documents shall, at a minimum, be required to be submitted prior to final payment being due: redline as-built construction plans; consent of surety to final payment; public infrastructure inventory; affidavit of value for public infrastructure; and, final change order(s). “Redline as-built construction plans” shall include, but are not limited to markups for change orders, field revisions, and quantity overruns as applicable. The list of documents contained in this provision is not an exhaustive and exclusive list for every project performed pursuant to these Contract Documents and Contractor shall provide such other and further documents as may be requested and required by the Owner to close out a particular project. Subject to the requirements of the Contract Documents, the Owner shall pay the Final Payment within thirty (30) calendar days after the date specified in the Notice of Acceptance. This provision shall apply only after all Work called for by the Contract Documents has been accepted. M. Contractor’s Warranty For a two-year period after the date specified in a written notice of acceptance of Work, Contractor shall provide and pay for all labor and materials that the Owner determines are necessary to correct all defects in the Work arising because of defective materials or workmanship supplied or provided by Contractor or any subcontractor. This shall also include areas of vegetation that did meet TPDES General Construction Permit during final close out but have since become noncompliant. Forty-five (45) to sixty (60) calendar days before the end of the two-year warranty period, the Owner may make a warranty inspection of the Work. The Owner shall notify the Contractor of the date and time of this inspection so that a Contractor representative may be present. After Item 13 the warranty inspection, and before the end of the two-year warranty period, the Owner shall mail to the Contractor a written notice that specifies the defects in the Work that are to be corrected. The Contractor shall begin the remedial work within ten (10) calendar days after receiving the written notice from the Town. If the Contractor does not begin the remedial work timely or prosecute it diligently, then the Owner may pay for necessary labor and materials to effect repairs and these expenses shall be paid by the Contractor, the performance bond surety, or both. If the Owner determines that a hazard exists because of defective materials and workmanship, then the Owner may take steps to alleviate the hazard, including making repairs. These steps may be taken without prior notice either to the Contractor or its surety. Expenses incurred by the Owner to alleviate the hazard shall be paid by the Contractor, the performance bond surety, or both. Any Work performed by or for the Contractor to fulfill its warranty obligations shall be performed in accordance with the Contract Documents. By way of example only, this is to ensure that Work performed during the warranty period is performed with required insurance and the performance and payment bonds still in effect. Work performed during the two-year warranty period shall itself be subject to a one-year warranty. This warranty shall be the same as described in this section. The Owner may make as many warranty inspections as it deems appropriate. N. Compliance with Laws The Contractor shall be responsible for ensuring that it and any subcontractors performing any portion of the Work required under the Contract Documents comply with all applicable federal, state, county, and municipal laws, regulations, and rules that relate in any way to the performance and completion of the Work. This provision applies whether or not a legal requirement is described or referred to in the Contract Documents. Ancillary/Integral Professional Services: In selecting an architect, engineer, land surveyor, or other professional to provide professional services, if any, that are required by the Contract Documents, Contractor shall not do so on the basis of competitive bids but shall make such selection on the basis of demonstrated competence and qualifications to perform the services in the manner provided by Section 2254.004 of the Texas Government Code and shall so certify to the Town the Contractor's agreement to comply with this provision with Contractor's bid. Item 13 O. Other Items The Contractor shall sign the Construction Agreement, and deliver signed performance, payment and maintenance bonds and proper insurance policy endorsements (and/or other evidence of coverage) within ten (10) calendar days after the Owner makes available to the Contractor copies of the Contract Documents for signature. Six (6) copies of the Contract Documents shall be signed by an authorized representative of the Contractor and returned to the Town. The Construction Agreement "effective date" shall be the date on which the Town Council acts to approve the award of the Contract for the Work to Contractor. It is expressly provided, however, that the Town Council delegates the authority to the Town Manager or his designee to rescind the Contract award to Contractor at any time before the Owner delivers to the Contractor a copy of this Construction Agreement that bears the signature of the Town Manager and Town Secretary or their authorized designees. The purpose of this provision is to ensure: 1. that Contractor timely delivers to the Owner all bonds and insurance documents; and 2. that the Owner retains the discretion not to proceed if the Town Manager or his designee determines that information indicates that the Contractor was not the lowest responsible bidder or that the Contractor cannot perform all of its obligations under the Contract Documents. THE CONTRACTOR AGREES THAT IT SHALL HAVE NO CLAIM OR CAUSE OF ACTION OF ANY KIND AGAINST OWNER, INCLUDING A CLAIM FOR BREACH OF CONTRACT, NOR SHALL THE OWNER BE REQUIRED TO PERFORM UNDER THE CONTRACT DOCUMENTS, UNTIL THE DATE THE OWNER DELIVERS TO THE CONTRACTOR A COPY OF THE CONSTRUCTION AGREEMENT BEARING THE SIGNATURES JUST SPECIFIED. The Contract Documents shall be construed and interpreted by applying Texas law. Exclusive venue for any litigation concerning the Contract Documents shall be Collin County, Texas. Although the Construction Agreement has been drafted by the Owner, should any portion of the Construction Agreement be disputed, the Owner and Contractor agree that it shall not be construed more favorably for either party. The Contract Documents are binding upon the Owner and Contractor and shall insure to their benefit and as well as that of their respective successors and assigns. If Town Council approval is not required for the Construction Agreement under applicable law, then the Construction Agreement "effective date" shall be the date on which the Town Manager and Town Secretary or their designees have signed the Construction Agreement. If the Town Manager and Town Secretary sign on different dates, then the later date shall be the effective date. Item 13 *52'&216758&7,21//& CONTRACTOR TOWN OF PROSPER, TEXAS By: By: HARLAN JEFFERSON Title: Title: Town Manager Date: Date: Address: Phone: Fax: Address: 121 W. Broadway Prosper, Texas 75078 Phone: (972) 346 - 2640 Fax: (972) 569 - 9335 ATTEST: ROBYN BATTLE Town Secretary Item 13 PERFORMANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is __________________________________________________________________________, hereinafter called Principal, and __________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Beneficiary”, in the penal sum of __________________ Dollars ($____________) plus fifteen percent (15%) of the stated penal sum as an additional sum of money representing additional court expenses, attorneys’ fees, and liquidated damages arising out of or connected with the below identified Contract in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Beneficiary, dated on or about the _________ day of ___________________, A.D. 20____, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: PROSPER ROAD IMPROVEMENT PROJECT 2016 CHURCH STREET – (PISD TO FIRST STREET) BID NO. 2016-57-B in the Town of Prosper, Texas, as more particularly described and designated in the above-referenced contract such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform and fulfill all of the undertakings, covenants, terms, conditions and agreements of said Contract in accordance with the Plans, Specifications and Contract Documents during the original term thereof and any extension thereof which may be granted by the Beneficiary, with or without notice to the Surety, and during the life of any guaranty or warranty required under this Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived; and, if the Principal shall repair and/or replace all defects due to faulty materials and workmanship that appear within a period of one (1) year from the date of final completion and final acceptance of the Work by Owner; and, if the Item 13 Principal shall fully indemnify and save harmless the Beneficiary from and against all costs and damages which Beneficiary may suffer by reason of failure to so perform herein and shall fully reimburse and repay Beneficiary all outlay and expense which the Beneficiary may incur in making good any default or deficiency, then this obligation shall be void; otherwise, it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive Venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Plans, Specifications and Drawings, etc., accompanying the same shall in anywise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work or to the Specifications. This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, this, the ________ day of ________________, 20____. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 13 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. Item 13 PAYMENT BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is ____________________________________________________________________________, hereinafter called Principal, and__________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Owner”, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon the building or improvements hereinafter referred to in the penal sum of ___________________________________ DOLLARS ($_______________) in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Owner, dated on or about the __________ day of _________________, A.D. 20___, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: PROSPER ROAD IMPROVEMENT PROJECT 2016 CHURCH STREET – (PISD TO FIRST STREET) BID NO. 2016-57-B NOW THEREFORE, if the Principal shall well, truly and faithfully perform its duties and make prompt payment to all persons, firms, subcontractors, corporations and claimants supplying labor and/or material in the prosecution of the Work provided for in the above- referenced Contract and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modification to the Surety is hereby expressly waived, then this obligation shall be void; otherwise it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc., accompanying the same, shall in anywise affect its obligation on this Bond, and it does hereby Item 13 waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, this, the _______ day of _________________, 20___. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 13 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. Item 13 MAINTENANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That _______________________________ whose address is________________________________________________, hereinafter referred to as “Principal,” and ___________________________________, a corporate surety/sureties organized under the laws of the State of ____________ and fully licensed to transact business in the State of Texas, as Surety, hereinafter referred to as “Surety” (whether one or more), are held and firmly bound unto the TOWN OF PROSPER, a Texas municipal corporation, hereinafter referred to as “Owner,” in the penal sum of ___________________________________ DOLLARS ($_______________) (ten percent (10%) of the total bid price), in lawful money of the United States to be paid to Owner, its successors and assigns, for the payment of which sum well and truly to be made, we bind ourselves, our successors, heirs, executors, administrators and successors and assigns, jointly and severally; and firmly by these presents, the condition of this obligation is such that: WHEREAS, Principal entered into a certain written Contract with the Town of Prosper, dated on or about the _____ day of ________________________, 20____, to furnish all permits, licenses, bonds, insurance, products, materials, equipment, labor, supervision, and other accessories necessary for the construction of: PROSPER ROAD IMPROVEMENT PROJECT 2016 CHURCH STREET – (PISD TO FIRST STREET) BID NO. 2016-57-B in the Town of Prosper, Texas, as more particularly described and designated in the above- referenced contract, such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word: WHEREAS, in said Contract, the Principal binds itself to use first class materials and workmanship and of such kind and quality that for a period of two (2) years from the completion and final acceptance of the improvements by Owner the said improvements shall require no repairs, the necessity for which shall be occasioned by defects in workmanship or materials and during the period of two (2) years following the date of final acceptance of the Work by Owner, Principal binds itself to repair or reconstruct said improvements in whole or in part at any time within said period of time from the date of such notice as the Town Manager or his designee shall determine to be necessary for the preservation of the public health, safety or welfare. If Principal does not repair or reconstruct the improvements within the time period designated, Owner shall be entitled to have said repairs made and charge Principal and/or Surety the cost of same under the terms of this Maintenance Bond. NOW, THEREFORE, if Principal will maintain and keep in good repair the Work herein contracted to be done and performed for a period of two (2) years from the date of final acceptance and do and perform all necessary work and repair any defective condition (it being understood that the purpose of this section is to cover all defective conditions arising by reason Item 13 of defective materials, work or labor performed by Principal) then this obligation shall be void; otherwise it shall remain in full force and effect and Owner shall have and recover from Principal and its Surety damages in the premises as provided in the Plans and Specifications and Contract. PROVIDED, however, that Principal hereby holds harmless and indemnifies Owner from and against any claim or liability for personal injury or property damage caused by and occurring during the performance of said maintenance and repair operation. PROVIDED, further, that if any legal action be filed on this Bond, exclusive venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc. accompanying same shall in any way affect its obligation on this Bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder. The undersigned and designated agent is hereby designated by Surety as the resident agent in either Collin or Dallas Counties to whom all requisite notice may be delivered and on whom service of process may be had in matters arising out of this suretyship. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, on this the _____ day of ____________, 20____. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 13 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax Item 13 GENERAL CONDITIONS GC.01 PURPOSE: The General Conditions contained herein set forth conditions or requirements common to this Contract and all other construction contracts issued by the Town of Prosper. GC.02 DEFINITIONS: The following words and expressions, or pronouns used in their place, shall wherever they appear in this Contract, be construed as follows, unless a different meaning is clear from the context: CALENDAR DAY: Any days of the week or month, no days being excepted. CONTRACT DOCUMENTS: All of the written, printed, typed, and drawn instruments that comprise and govern the performance of the contract as defined by the Construction Agreement. ENGINEER: The ENGINEER of the OWNER or his designee. EXTRA WORK: Work required by the OWNER other than that which is expressly or impliedly required by the Contract Documents at the time of execution of the Contract. HOLIDAYS: The ten official holidays observed are New Year's Day, Martin Luther King Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Eve, and Christmas Day. If a holiday falls on a Saturday, it shall be observed on the preceding Friday. If a holiday falls on a Sunday, it shall be observed on the following Monday. OWNER: The Town of Prosper, Texas, acting through the Town Manager under authority granted by the Town Council. OWNER'S REPRESENTATIVE: The Executive Director of Development and Community Services of the Town of Prosper or his designee. SUB-CONTRACTOR: Any persons, firm or corporation, other than employees of the CONTRACTOR, who or which contracts with the CONTRACTOR to furnish, or who actually furnishes, labor and/or materials and equipment at or about the site. SUBSTANTIALLY COMPLETE: The condition upon which the Work has been made suitable for use and may serve its intended purpose but may still require minor miscellaneous work and adjustment. WORK: All work to be performed by the CONTRACTOR under the terms of the Contract, including the furnishing of all materials, supplies, machinery, equipment, tools, superintendence, labor, submittals, services, insurance, permits, certificates, licenses, and all water, light, power, fuel, transportation, facilities, and other incidentals. Item 13 WRITTEN NOTICE: Notice required by the Contract shall be served concurrently to the OWNER'S REPRESENTATIVE, ENGINEER, and/or CONTRACTOR. Notice delivered by mail shall be effective on the postmark date, notice delivered by hand shall be effective the date of delivery, and notice delivered by facsimile or e-mail shall be effective the date of transmission, provided that any notice served after 5 PM or on a weekend or holiday shall be effective the following business day. GC.03 GENERAL RESPONSIBILITIES AND UNDERSTANDINGS: (a) Intent of Contract Documents: The intent of the Contract Documents is to prescribe a complete work or improvement, which the CONTRACTOR undertakes to do in full compliance with the plans, specifications, special provisions, proposal and contract. The CONTRACTOR shall do all work as provided in the plans, specifications, special provisions, proposal and contract, and shall do such additional extra work as may be considered necessary to complete the work in satisfactory and acceptable manner. The CONTRACTOR shall furnish all labor, tools, materials, machinery, equipment and incidentals necessary to the satisfactory prosecution and completion of the work. (b) No Waiver of Legal Right: Inspection by the OWNER or ENGINEER, any order, measurement, or certificate by OWNER or ENGINEER, any order by the OWNER for payment of money, any payment for or acceptance of any work, or any extension of time, or any possession taken by the OWNER, shall not operate as a waiver of any provisions of the Contract Documents or any power therein reserved to the OWNER of any rights or damages therein provided. Any waiver of any breach of contract shall not be held to be a waiver of any other subsequent breach. The OWNER deserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the contract and specifications. The OWNER reserves the right to claim and recover by process of law sums as may be sufficient to correct any error or make good any deficiency in the work resulting from such error, dishonesty or collusion, upon the conclusive proof of collusion or dishonesty by the CONTRACTOR or his agents and the ENGINEER or his assistants, discovered in the work after the final payment has been made. (c) Changes and Alterations: The CONTRACTOR further agrees that the OWNER or ENGINEER may make such changes and alterations as the OWNER may see fit, in the line, grade, form, dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompany Performance and Payment Bonds. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages for anticipated profits on the work that may be dispensed with. If the amount of work is increased, such additional work shall be paid for as provided under Extra Work. In case the OWNER shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the OWNER shall recompense the CONTRACTOR for any material or labor so used, Item 13 and for any actual loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned. (d) Discrepancies and Omissions: It is further agreed that it is the intent of this contract that all work must be done and all material must be furnished in accordance with the generally accepted practice, and in the event of any discrepancies between the separate contract documents, the priority of interpretation defined by the Construction Agreement shall govern. In the event that there is still any doubt as to the meaning and intent of any portion of the contract, specifications or drawings, the ENGINEER shall define which is intended to apply to the work. (e) Plans and Specifications: The OWNER shall furnish the CONTRACTOR with an adequate and reasonable number of copies of all plans and specifications without expense to him, and the CONTRACTOR shall keep one copy of the same constantly accessible on the work, with the latest revisions noted thereon. (f) Ownership of Drawings: All drawings, specifications and copies thereof furnished by the OWNER shall not be reused on other work, and, with the exception of the signed contract sets, are to be returned to him on request, at the completion of the work. All models are the property of the OWNER. (g) Adequacy of Design: It is understood that the OWNER believes it has employed competent engineers and designers. It is, therefore, agreed that, as to the CONTRACTOR only, the OWNER shall be responsible for the adequacy of the design, sufficiency of the Contract Documents, and the practicability of the operations of the completed project; provided the CONTRACTOR has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CONTRACTOR to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof and all approved additions and alterations thereto. (h) Line and Grade: The ENGINEER will furnish control benchmarks for the construction of the Work. The CONTRACTOR shall use the control benchmarks and data shown on the drawings. No construction staking will be provided by the ENGINEER or owner for this project. Any restaking, and all construction staking, required shall be at the sole cost of the CONTRACTOR. (i) Right of Way and Easements: The OWNER will obtain all necessary right of ways and easements required for the completion of the Work. No work shall be undertaken on nor shall men, tools, equipment, or other supplies occupy any ground outside right of ways and easements. If Contractor wants to work outside right of ways and easements and is able to make an agreement with the Property Owner, then the agreement should be documented and signed by the Property Owner and CONTRACTOR with a copy submitted to the OWNER before work off the easement commences. Item 13 The OWNER will obtain permits and/or license agreements necessary for work to be performed on right of ways or easements owned by other agencies including, but not limited to, the Texas Departments of Transportation, North Texas Tollway Authority, BNSF Railway, and utility companies. The CONTRACTOR shall comply with the conditions of these permits and/or license agreements as if they were a part of the Contract Documents. (j) Existing Utilities and Structures: The location of existing utilities shown on the plans are based on the interpretation of the best available information and are not warranted by the OWNER or ENGINEER. It shall be the responsibility of the CONTRACTOR to verify and/or locate the various locations of pertinent utilities prior to or during construction. If any utility or irrigation system is broken by the Contractor, it shall be the responsibility of the CONTRACTOR to repair, at his own expense, the damaged line and restore it to its functional use. (k) Right of Entry: The OWNER reserves the right to enter the property or location on which the works herein contracted for are to be constructed or installed, by such agent or agents as he may elect, for the purpose of inspecting the work, or for the purpose of constructing or installing such collateral work as said OWNER may desire. The CONTRACTOR shall conduct his work so as not to impede unnecessarily any work being done by others on or adjacent to the site. (l) Collateral Contracts: The OWNER agrees to provide by separate contract or otherwise, all labor and material essential to the completion of the work specifically excluded from this contract, in such manner as not to delay the progress of the work or damage said CONTRACTOR, except where such delays are specifically mentioned elsewhere in the Contract Documents. (m) Objections and Determinations: The ENGINEER shall determine all claims disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the work or the interpretation of the Contract Documents. The ENGINEER'S decision shall be rendered in writing within a reasonable time and shall be binding. (n) Owner-Engineer Relationship: The duties, responsibilities and limitations of authority of the ENGINEER during construction are as set forth in the Contract Documents and shall not be extended or limited without written consent of the OWNER and ENGINEER. The ENGINEER will advise and consult with the OWNER, and OWNER'S instructions to the CONTRACTOR may be issued through the ENGINEER as if they were issued by the OWNER directly. GC.04 CONTRACTOR RESPONSIBILITIES: (a) Contractor Independence: The CONTRACTOR is and at all times shall remain an independent contractor, solely responsible for the manner and method of completing his work under this contract, with full power and authority to select the means, method and manner of performing such work, so long as such methods do not adversely affect the completed improvements, the OWNER and ENGINEER being interested only in the result obtained and conformity of such completed improvements to the Contract Documents. Item 13 (b) Assignment and Subletting: The CONTRACTOR agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract and that he will not assign by Power of Attorney, or otherwise, or sublet said contract without the written consent of the OWNER or ENGINEER, and that no part or feature of the work will be sublet to anyone objectionable to the ENGINEER or the OWNER. The CONTRACTOR further agrees that the subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the CONTRACTOR from his full obligations to the OWNER, as provided by this Agreement. (c) Contractor’s Understanding: It is understood and agreed that the CONTRACTOR has, by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way affect the work under this contract. No verbal agreement or conversation with any officer, agent or employee of the OWNER or ENGINEER, either before or after the execution of this contact, shall affect or modify any of the terms or obligations herein contained. (d) Duty of Contractor: The CONTRACTOR shall be solely responsible for the safety of himself, his employees and other persons, as well as for the protection of the safety of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder. CONTRACTOR shall be fully and completely liable, at his own expense, for design, construction, installation and use, or non-use, of all items and methods incident to performance of the contract, and for all loss, damage or injury incident thereto, either to person or property, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, and similar items or devices used by him during construction (e) Supervision by Contractor: The CONTRACTOR shall give adequate attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall represent the CONTRACTOR in his absence and all directions given to him shall be as binding as if given to the CONTRACTOR. (f) Character of Workmen: The CONTRACTOR agrees to employ only orderly and competent men, skillful in the performance of the type of work required under this contract, to do the work; and agrees that whenever the OWNER or ENGINEER shall inform him in writing that any man or men on the work are, in his opinion, incompetent, unfaithful or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the OWNER’S or ENGINEER'S written consent. Item 13 (g) Contractor’s Buildings: The building of structures or the erection of tents or other forms of protection will be permitted only for use as temporary office space or for storage of materials, equipment, and supplies and only at such places as the OWNER or ENGINEER shall direct, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the OWNER or ENGINEER. At no time shall employees or agents of the CONTRACTOR occupy such facilities except in conjunction with performance of the Work. (h) Protection of Site: The Contractor shall protect all structures, walks, pipe lines, trees, shrubbery, lawns and other improvements during the progress of his work and shall remove from the site all debris and unused materials. (i) Sanitation: Necessary sanitary conveniences for the use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the CONTRACTOR in such manner and at such points as shall be approved by the OWNER or ENGINEER, and their use shall be strictly enforced. (j) Equipment, Materials, and Construction Plant: The CONTRACTOR shall be responsible for the care, preservation, conservation, protection and replacement of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, all means of construction, and any and all parts of the work, whether the CONTRACTOR has been paid, partially paid, or not paid for such work, or whether OWNER has taken possession of completed portions of such work, until the entire work is completed and accepted. (k) Losses from Natural Causes: Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the CONTRACTOR at his own cost and expense. GC.05 PROTECTION OF PERSONS AND PROPERTY: (a) Protection Against Claims: If any person files a claim against the OWNER, OW NER’s Agent or CONTRACTOR for personal injury or property damage resulting from, arising out of, or caused by, the operations of the CONTRACTOR, or any Work within the limits of the Project, the CONTRACTOR must either submit to the OWNER a duly executed full release within thirty (30) calendar days from the date of written claim, or immediately report the claim to his liability insurance carrier for their action in adjusting the claim. If the CONTRACTOR fails to comply with this provision within the stipulated time limit, it will be automatically deemed that the CONTRACTOR has appointed the OWNER as its irrevocable Attorney In Fact authorizing the OWNER to report the claim directly with the CONTRACTOR’s liability insurance carrier. This provision is in and of itself a Power of Attorney from the CONTRACTOR to the OWNER, which authorizes the OWNER to take said action on behalf of the CONTRACTOR without the necessity of the execution of any other document. If the CONTRACTOR fails to comply with the provisions of this item, the OWNER, at its own discretion, may Item 13 terminate this contract or take any other actions it deems appropriate. Any payment or portion thereof due the CONTRACTOR, whether it is a final payment, progress payment, payment out of retainage or refund payment may be withheld by the OWNER. Bankruptcy, insolvency or denial of liability by the CONTRACTOR’s insurance carrier shall not exonerate the CONTRACTOR from liability. As a result of the additional work created to OWNER due to non-response of claims for damages by CONTRACTOR to third parties, CONTRACTOR shall incur penalties for failure to abide by this Special Condition. The CONTRACTOR shall respond to the claimant in writing regarding the status of the claim, including whether CONTRACTOR disputes the claim, wishes to settle, or will notify its liability insurance carrier regarding the claim. CONTRACTOR will be assessed a penalty by OWNER of $75.00 per claim, for its failure to respond to the claimant as described above within thirty (30) calendar days of its written notice of claim by the City. To ensure CONTRACTOR compliance, the OWNER shall be notified, by copied correspondence of responses or settlement by CONTRACTOR. (b) Protection Against Accidents to Employees and the Public: The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the work and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of the Associated General contractors of America except where incompatible with Federal, State, or Municipal laws or regulations. The CONTRACTOR shall provide such machinery guards, safe walkways, ladders, bridges, gangplanks, and other safety devices. The safety precautions actually taken and their adequacy shall be the sole responsibility of the CONTRACTOR, acting at his discretion as an independent contractor. (c) Protection of Adjoining Property: The CONTRACTOR shall take proper means to communicate with the adjacent or adjoining property owners and protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjoining property. (d) Protection Against Royalties or Patented Invention: The CONTRACTOR shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the patentee or owner. (e) Threats to Persons or Property: The CONTRACTOR shall respond promptly to any imminent threat to persons or property arising from or in relation to performance of the Work. Failure to promptly correct any threat to persons or Item 13 property may result in a temporary suspension of work until such time as the threat is resolved. GC.06 PROSECUTION AND PROGRESS: (a) Time and Order of Completion: It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his work in such manner as shall be most conducive to economy of construction; provided however, that the order and the time of prosecution shall be such that the work shall be Substantially Completed as a whole and in part in accordance with this contract, the plans and specifications, and within the time of completion designated in the Proposal; provided, also, that when the OWNER is having other work done, either by contract or by his own force, the ENGINEER may direct the time and manner of constructing the work done under this contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized. The CONTRACTOR shall submit prior to beginning work, with each pay estimate, and at other such times as may reasonably be requested by the OWNER or ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the work, with dates at which the CONTRACTOR will start the several parts of the work, and estimated dates of completion of the several parts. (b) Working Hours: Permissible working hours are 7:00 AM to 7:00 PM Monday through Saturday, excluding holidays. Working hours are enforced by the Town of Prosper Police Department. Any variance to these working hours must be requested by the CONTRACTOR in writing at least two weeks in advance and will require approval from the OWNER upon positive recommendation of the ENGINEER. (c) Extension of Time: Should the CONTRACTOR be delayed in the completion of the work by any act or neglect of the OWNER or ENGINEER, or of any employee of either, or by other contractors employed by the OWNER, or by changes ordered in the work, or by strikes, lockouts, fires, and unusual delays by common carriers, or uncontrollable cause or causes beyond the CONTRACTOR'S control, and the OWNER and ENGINEER decides such cause justifies the delay, then an extension of time sufficient to compensate for the delay as determined by the OWNER or ENGINEER shall be allowed for completing the work; provided, however, that the CONTRACTOR shall give the OWNER or ENGINEER prompt notice in writing of the cause of such delay. (d) Hindrances and Delays: No claims shall be made by the CONTRACTOR for damages resulting from hindrances or delays from any cause (except where the work is stopped by order of the OWNER) during the progress of any portion of the work embraced in this contract. In case said work shall be stopped by the act of the OWNER, then such expense as in the judgment of the ENGINEER is caused by such stoppage of said work shall be paid by the OWNER to the CONTRACTOR. Item 13 (e) Liquidated Damages: The time of completion is of the essence for this Contract. For each day that any work shall remain uncompleted after the time specified in the Contract or in an executed Change Order, including milestone completion dates, substantial completion, and final completion, the OWNER may deduct the following sum from monies due to the CONTRACTOR for each day the work remains uncompleted: GC.07 Amount of Contract Amount of Liquidated Damages Less than $50,000 $100 per day $50,000 to $100,000 $150 per day $100,000 to $500,000 $200 per day $500,000 to $1,000,000 $250 per day $1,000,000 to $5,000,000 $500 per day Greater than $5,000,000 $750 per day GC.08 CONTROL OF WORK AND MATERIAL: (a) Shop Drawings and Submittals: The CONTRACTOR shall submit to the OWNER or ENGINEER, with such promptness as to cause no delay in his own work or in that of any other contractor, four (4) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules required for the work of the various trades, and the OWNER or ENGINEER shall pass upon them with reasonable promptness, noting desired corrections. The CONTRACTOR shall make any corrections required by the OWNER or ENGINEER, file with him two corrected copies and furnish such other copies as may be needed. The OWNER’S or ENGINEER'S approval of such drawings or schedules shall not relieve the CONTRACTOR from responsibility for deviations from drawings or specifications, unless he has in writing called the OWNER’S or ENGINEER'S attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the CONTRACTOR'S responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required contract work in accordance with the plans and specifications and within the contract time. Such review by the OWNER or ENGINEER shall be for the sole purpose of determining the sufficiency of said drawings or schedules to result in finished improvements in conformity with the plans and specifications, and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the OWNER or ENGINEER does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during CONTRACTOR'S performance hereunder. Item 13 (b) Temporary Traffic Control: Where the Work is carried on, in or adjacent to any road, alley, sidewalk, trail, or other public space, the CONTRACTOR shall at his own cost and expense furnish, erect and maintain temporary traffic control devices and shall take such other precautionary measures for the protection of persons or property and of the Work as are necessary. A sufficient number and arrangement of temporary traffic control devices shall be erected to keep vehicles and persons from entering on or into any work under construction. The CONTRACTOR's responsibility for the maintenance of barricades, signs and lights, and for providing watchmen, shall not cease until the project has been accepted by the Owner. All temporary traffic control devices shall be clearly visible at all times of day and night. Signs and barricades shall constructed of retro-reflective sheeting, and cones and other channelizing devices shall have retro-reflective banding. All temporary traffic control devices shall comply with and have the meanings prescribed by the Texas Manual of Uniform Traffic Control Devices. The Contractor shall at all times coordinate the closing of any section of road, alley, sidewalk, trail, or other public space with the OWNER or ENGINEER. When such a closing is anticipated to have a duration longer than one (1) hour, the CONTRACTOR shall submit a traffic control plan at least 72 hours in advance to the OWNER or ENGINEER for review and approval. The CONTRACTOR shall be held responsible for all damage to the Work due to failure of barricades, signs, to protect it, and whenever evidence is found of such damage, the OWNER or ENGINEER may order the damaged portion immediately removed and replaced by the CONTRACTOR at his cost and expense. (c) Public Convenience: Materials stored about the Work shall be so placed, and the Work shall at all times to be so conducted, as to cause no greater obstruction to the traveling public than is considered necessary by the OWNER. The CONTRACTOR shall make provisions at all roads, alleys, sidewalks, trails, and private driveways for the free passage of pedestrians and vehicles provided that where free passage is impractical or unnecessary in the opinion of the OWNER, the CONTRACTOR may make arrangements satisfactory to the OWNER for the diversion of traffic and shall, at his own expense, provide all material and perform all work necessary for the construction and maintenance of such diversions. The materials excavated, and the construction materials or plant used in the construction of the Work, shall be placed so as not to endanger the Work or prevent free access to all public and private utilities and related appurtenances. The OWNER reserves the right to remedy any neglect on the part of the CONTRACTOR as regards to the public convenience and safety which may come to its attention after twenty-four (24) hours notice in writing the CONTRACTOR, save in cases of emergency, when it shall have the right to remedy any neglect without notice; and in either case, the cost of such work done by the OWNER shall be deducted from monies due or to become due to the Contractor. Item 13 (d) Testing of Materials: Testing and inspection of materials required by the specifications shall be performed by a commercial testing laboratory selected by the CONTRACTOR and approved by the OWNER. Except as otherwise noted, the costs of laboratory tests will be paid by the CONTRACTOR, including any materials or specimens for testing. Any testing of material or workmanship required due to failure will be paid for by the CONTRACTOR. This payment will be made direct to the testing laboratory by the CONTRACTOR. The CONTRACTOR shall furnish at his own expense, suitable evidence that the materials he proposes to incorporate into the work are in accordance with the specifications. Mill tests for reinforcing steel and cement will be acceptable if it is definite that the test sheets apply to the material being furnished. Manufacturer's or supplier's test results will be acceptable for such items as pipe, valves, hydrants when it is definite that the material being furnished is in accordance with the manufacturer's or supplier's specifications to which the test results apply. Supplier's evidence of quality and gradation of asphaltic material will be acceptable as long as the material is secured from the sources to which the evidence applies. Should the CONTRACTOR fail to provide the above information, or should the validity of the above information be called into question, the OWNER shall have the right to require tests to be made by the OWNER's laboratory to obtain this information and the cost therefore shall be borne by the CONTRACTOR or deducted from monies owed by the OWNER to the CONTRACTOR. (e) Trench Excavation Protection: It is the sole duty, responsibility, and prerogative of the CONTRACTOR, not the OWNER or ENGINEER, to determine the specific applicability of a trench safety system to each field condition encountered on the project as required by Part 1926, Sub-part P-Excavations, Trenching, and Shoring of the Occupational Safety and Health Administration's Standards and Interpretations. It will be the Contractor's responsibility to identify the soil type and to accurately adjust his trench safety methods according to the OSHA requirements. (f) Explosives: The use of explosives shall not be permitted. GC.09 INSPECTION AND ACCEPTANCE: (a) Inspection of Work: Inspection will be performed by representatives of the OWNER, ENGINEER, other reviewing agencies, and their designees. It is the intent of the OWNER to inspect all work on this project. The CONTRACTOR is responsible for verifying with the OWNER, ENGINEER, or other reviewing agencies when an inspector is and is not required. The CONTRACTOR shall furnish the OWNER, ENGINEER, other reviewing agencies, and their designees reasonable access and facilities for inspecting the Work and determining whether or not the Work is in accordance with the Contract Documents The CONTRACTOR shall be responsible for all costs associated with verifying the acceptability of work completed without proper inspection, as directed by the Item 13 OWNER, ENGINEER, or other reviewing agency. If deemed to be unacceptable, the work may be ordered removed at the CONTRACTOR's expense. (b) Inspection Overtime: The OWNER and ENGINEER will provide inspection staff on weekdays between 8:00 AM and 5:00 PM. Inspection performed outside these hours or on weekends or holidays may be subject to an inspection overtime fee determined by the OWNER and ENGINEER. The CONTRACTOR is responsible for determining inspection overtime rules of other reviewing agencies. (c) Use of Completed Portions: The OWNER shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions may not have expired. Such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents, nor shall the risk of loss change from CONTRACTOR to OWNER. If such prior use increases the cost of or delays the work, the CONTRACTOR shall be entitled to such extra compensation, or extension of time, or both, as the OWNER or ENGINEER may determine. (d) Defects and their Remedies: If the Work or any portion thereof, or any material brought on the site of the Work for use in the Work or selected for the same, shall be deemed by the OWNER or ENGINEER as unsuitable or not in conformity with the specifications, the CONTRACTOR shall, after receipt of written notice thereof from the OWNER or ENGINEER, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. (e) Preliminary Final Inspection: Upon substantial completion of the Work, the CONTRACTOR shall request a preliminary final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. The OWNER or ENGINEER will provide written notice of any defects to the CONTRACTOR and the CONTRACTOR shall promptly remedy such defects in accordance with the Contract Documents. (f) Final Inspection: Upon completion of all items identified on the punch list, the CONTRACTOR shall request a final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. If additional defects are noted, the CONTRACTOR shall promptly remedy such defects and repeat this process. If the Work is found to be acceptable, the OWNER or ENGINEER will provide written notice of Completion of the Work to the CONTRACTOR. (g) Acceptance: Upon Completion, the CONTRACTOR shall submit to the OWNER or ENGINEER such documentation as is necessary to insure that the work has been completed, subcontractors and suppliers have been paid, any claims received have been settled, and other documentation as required by the OWNER or ENGINEER. If the documentation is found to be acceptable, the OWNER or ENGINEER will issue a written notice of Acceptance of the Work to the CONTRACTOR. Item 13 GC.10 MEASUREMENT AND PAYMENT: (a) Estimated Quantities: The quantities of each item on the bid proposal blank represent the approximate amount of work to be done. Final quantities actually built will be determined and paid for by actual measurements on the ground of the final work completed. Bidders are especially notified that no incidental items of work will be paid for unless there appears an item in the proposal blank for such work. It must be strictly understood that the prices bid are for complete and acceptable work. (b) Measurement: Quantities of individual items of work shall be based on the final, in-place quantity of the item of work, measured or computed using the units specified in the Proposal. Where a discrepancy in measured or computed quantities occurs among the OWNER, ENGINEER, and CONTRACTOR, the parties attempt to reconcile the discrepancy. If no reconciliation is possible, the determination of the ENGINEER shall be used. (c) Progress Payments: As close as practical to the end of each month in which work has been performed, the CONTRACTOR shall prepare and submit to the OWNER an application for payment showing as completely as practicable the total value of the work done by the CONTRACTOR up to and including the last day immediately preceding the date of such application and the value of all sound materials delivered on the site of the work that are to be fabricated into the work. The OWNER'S REPRESENTATIVE and/or ENGINEER shall promptly review CONTRACTOR'S application for payment, shall either approve or modify the total value of the work done by CONTRACTOR and the value of materials delivered on the site, and shall submit to OWNER such application for payment as approved or modified with OWNER’S REPRESENTATIVE'S and/or ENGINEER'S recommendation affixed thereto within ten (10) business days following the receipt of the application from CONTRACTOR. The OWNER shall pay the CONTRACTOR within thirty (30) days following receipt of the application from CONTRACTOR, less any amount held for retainage or outstanding claims or defective work. (d) Payment Withheld: The OWNER may withhold any payment otherwise due to the CONTRACTOR. The amount of any withheld payment shall be as necessary to protect the OWNER's interest in the following circumstances: (i) unsatisfactory progress of the Work within the CONTRACTOR's control; (ii) reasonable doubt that the Work can be completed for the unpaid balance; (iii) failure of the CONTRACTOR to carry out orders of the OWNER; (iv) defective work not remedied; (v) the filing of a claim against the CONTRACTOR or reasonable evidence that a claim will be filled against the CONTRACTOR; (vi) failure of the CONTRACTOR to make payment to subcontractors or suppliers for material and labor used in performance of the Work; Item 13 (vii) unsafe working conditions or threats to persons or property allowed to persist by the CONTRACTOR; (viii) failure of the CONTRACTOR to provide work schedules, invoices, or other records requested by the OWNER; (ix) use of subcontractors without the consent of the ENGINEER or OWNER; (x) or, failure of the CONTRACTOR to keep current redline as-built drawings at the job site or to turn redline as-built drawings over to the OWNER. GC.11 EXTRA WORK AND CLAIMS: (a) Change Orders: Without invalidating this Agreement, the OWNER may, at any time or from time to time, order additions, deletions or revisions to the work; such changes will be authorized by written Change Order prepared by the OWNER for execution by the CONTRACTOR. The Change Order shall set forth the basis for any change in contract price, as hereinafter set forth for Extra Work, and any change in contract time which may result from the change. In the event the CONTRACTOR shall refuse to execute a Change Order which has been prepared by the OWNER, the OWNER may in writing instruct the CONTRACTOR to proceed with the work as set forth in the Change Order and the CONTRACTOR may make claim against the OWNER for Extra Work involved therein, as hereinafter provided. (b) Minor Changes: The OWNER or ENGINEER may authorize minor changes in the work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price. If the CONTRACTOR believes that any minor change or alteration authorized by the OWNER or ENGINEER involves Extra Work and entitles him to an increase in the Contract Price, the CONTRACTOR shall make written request to the OWNER or ENGINEER for a written Field Order. Any request by the CONTRACTOR for a change in Contract Price shall be made in writing in accordance with the provisions of this section prior to beginning the work covered by the proposed change. (c) Extra Work: It is agreed that the basis of compensation to the CONTRACTOR for work either added or deleted by a Change Order or for which a claim for Extra Work is made shall be determined by one or more of the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) nor Method (B) be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "actual field cost" of the work, plus fifteen (15) percent. In the event said Extra Work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost to the CONTRACTOR of all workmen, such as foreman, timekeepers, mechanics and laborers, and materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or Item 13 used on such Extra Work, plus actual transportation charges necessarily incurred, together with all power, fuel, lubricants, water and similar operating expenses, also all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security Old Age Benefits and other payroll taxes, and, a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation, and all other insurance as may be required by any law or ordinance, or directed by the OWNER, or by them agreed to. The OWNER or ENGINEER may direct the form in which accounts of the "actual field cost" shall be kept and the records of these accounts shall be made available to the OWNER or ENGINEER. The OWNER or ENGINEER may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100 percent, unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America. Where practicable the terms and prices for the use of machinery and equipment shall be incorporated in the written Change Order. The fifteen percent (15%) of the "actual field cost" to be paid the CONTRACTOR shall cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the "actual field cost" as herein defined; save that where the CONTRACTOR'S Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for Extra Work of any kind will be allowed unless ordered in writing by the OWNER or ENGINEER. In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the OWNER or ENGINEER for written order authorizing such Extra Work. Should a difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment therefore, and the OWNER or ENGINEER insists upon its performance, the CONTRACTOR shall proceed with the work after making written request for written order and shall keep an accurate account of the "actual field cost" thereof, as provided under Method (C). The CONTRACTOR will thereby preserve the right to submit the matter of payment to a court of general jurisdiction to decide the matter, otherwise the CONTRACTOR shall waive all claims for payment for Extra Work. GC.12 CONTRACT TERMINATION (a) Abandonment by CONTRACTOR: In case the CONTRACTOR should abandon and fail or refuse to resume work within ten (10) days after written notification from the OWNER or ENGINEER, or if the CONTRACTOR fails to comply with the orders of the OWNER or ENGINEER, when such orders are consistent with the Contract Documents, then, and in that case, where performance and payment bonds exist, the Sureties on these bonds shall be notified in writing and directed to complete the work, and a copy of said notice shall be delivered to the CONTRACTOR. Item 13 After receiving said notice of abandonment, the CONTRACTOR shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under contract for the work, may be held for use on the work by the OWNER or the Surety on the performance bond, or another contractor in completion of the work; and the CONTRACTOR shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under Section 6, Extra Work and Claims), it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for, within ten (10) days after service of such notice, then the OWNER may provide for completion of the work in either of the following elective manners: The OWNER may employ such force of men and use such machinery, equipment, tools, materials and supplies as said OWNER may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such moneys as may be due, or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the CONTRACTOR, then said CONTRACTOR shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said CONTRACTOR, then the CONTRACTOR and/or his Surety shall pay the amount of such excess to the OWNER; or The OWNER under sealed bids, after five (5) days notice published one or more times in a newspaper having general circulation in the county of the location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In the case of any increase in cost to the OWNER under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the CONTRACTOR and the Surety shall be and remain bound therefore. However, should the cost to complete any such new contract prove to be less than what would have been the cost to complete under this contract, the CONTRACTOR and/his Surety shall be credited therewith. When the work shall have been substantially completed the CONTRACTOR and his Surety shall be so notified and Certificates of Completion and Acceptance shall be issued. A complete itemized statement of the contract accounts, certified to by the OWNER or ENGINEER as being correct, shall then be prepared and delivered to the CONTRACTOR and his Surety, whereupon the CONTRACTOR and/or his Surety, or the OWNER as the case may be, shall pay the balance due as reflected by said statement, within fifteen (15) days after the date of such Certificate of Completion. Item 13 After final completion of the work and in the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the OWNER had the work been completed by the CONTRACTOR under the terms of this contract; or when the CONTRACTOR and/or his Surety shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over the CONTRACTOR and/or his Surety. Should the cost to complete the work exceed the contract price, and the CONTRACTOR and/or his Surety fail to pay the amount due the OWNER within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his Surety at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his Surety subject only to the duty of the OWNER to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the OWNER may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the CONTRACTOR and his Surety. Such sale may be made at either public or private sale, with or without notice, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials, or supplies, which remain on the work, and belong to persons other than the CONTRACTOR or his Surety, to their proper owners. (b) Abandonment by OWNER: In case the OWNER shall fail to comply with the terms of this contract within ten (10) days after written notification by the CONTRACTOR, then the CONTRACTOR may suspend or wholly abandon the work, and may remove therefrom all machinery, tools and equipment, and all materials on the site of work that have not been included in payments to the CONTRACTOR and have not been wrought into the work. Thereupon the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR, which estimate shall include the value of all work actually completed by said CONTRACTOR, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the items of this contract, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole work to completion and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by the OWNER and all other sums that may be retained by the OWNER under the terms of this Agreement and shall certify same to the OWNER who shall pay to the CONTRACTOR on or before thirty (30) days after the date of delivery to OWNER of such certified final statement. (c) Termination of Contract in Case of National Emergency: Whenever, because of a national emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, material and equipment for the prosecution of the work with Item 13 reasonable continuity for a period of two (2) months, the Contractor shall within seven (7) days notify the Owner in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, material and equipment not obtainable. If, after investigation, the Owner finds that such conditions exist and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty (30) days, the Contractor may request the Owner to terminate the contract and the Owner shall within thirty (30) days comply with the request, and the termination shall be based on a final settlement, which shall include, but not be limited to, the payment for all work executed. Item 13 SPECIAL CONDITIONS SC.01 PURPOSE: The Special Conditions contained herein set forth conditions or requirements particular to this Contract: PROSPER ROAD IMPROVEMENT PROJECT 2016 CHURCH STREET – (PISD TO FIRST STREET) BID NO. 2016-57-B The Special Conditions supplement the General Conditions and the Standard Specifications and take precedence over any conditions or requirements of the General Conditions and the Standard Specifications with which they are in conflict. SC.02 DEFINITIONS: The following words and expressions, or pronouns used in their place, shall wherever they appear in this Contract, be construed as follows, unless a different meaning is clear from the context: ENGINEER: The Engineer of Record as shown on the Construction Drawings: Frank E. Jaromin P.E, Town of Prosper, Texas, or his designee. Item 13 TECHNICAL SPECIFICATIONS Special Instructions Typical Sections A Fifth Street Reconstruction B Standard Details C Waterline Construction Plan D Drainage Location E Church Street Approximate Grade F Project Limits G Culver and Driveway Schedule H Water System – Construction W Construction/General Notes GN Storm Water Pollution Plan SW3P Item 13 PROSPER ROAD IMPROVEMENT PROJECT 2016 CHURCH STREET (PISD TO FIRST STREET) BID NO. 2016-57-B SPECIAL INSTRUCTIONS 1.00 GENERAL 1.01 WORK INCLUDED Furnish labor, materials, equipment, testing and incidentals necessary to perform operations in connection with the reconstruction of 6” reinforced concrete paving. Roadways will remain open to one way traffic during construction. ANTICPATED PROCEEDURE A. Prior to the start of construction the Contactor shall submit a traffic control plan for approval by the Town. B. Remove existing pavement in two phases and maintain traffic per approved Traffic Control Plan. C. Grade and compact and install sub grade treatment roadway to near preexisting profile and configuration less thickness of pavement. Paving may require additional excavation or fill for proper transition to existing driveways and street connections. D. Cement slurry will be required. E. Driveway pavement will be determined by inspector. For estimating use schedule provided. F. Pull shoulders with top soil (no rocks or asphalt). G. All concrete work shall conform to TxDOT Standards, Town of Prosper or as shown in details. H. Cores to be at 300 lf, right center and left configuration. I. Contractor will arrange access with residents and provide access to residents at all times. J. Final erosion control will include three feet of sod longitudinally with the roadway. Sod to match existing property. Any sod required above plan quantity will be placed at the contractor’s expense. Item 13 K. Contractor will repair all irrigation as subsidiary to Item I 6” Reinforced Concrete Pavement. L. Quantities are for bidding only, in place quantities will be paid. M. The Town has provided a schedule for driveway culverts, all culverts will receive headwalls subsidiary to culvert bid item. N. Minor ditch work will be required for proper drainage and will be subsidiary to drainage items. Sod required on PISD drainage will be paid by Item 6,- 400 sy max. O. During construction it will be the contractor’s responsibility to move trash and recycle bins for pick up each week. P. Town will supply temporary mail boxes to be moved by the contractor. Q. Ties to existing streets by hot mix asphalt shall be subsidiary to Item 17 Type D Asphalt Transitions. R. Reinforced street transition required at intersections. S. If not called out in the plans any and all additional fittings shall be subsidiary to Item 7 - 8” PVC Water Line. T. Mega lugs require on all fittings. 1.02 TRAFFIC CONTROL SIGNAGE The contractor shall install and maintain all required signage and shall comply with Texas Department of Transportation (TXDOT) Standards. The Contractor shall supply the Town with a Traffic Control plan prior to work. As the project progresses expect to add or move traffic control devices as required by the inspector. 1.03 RESIDENTS MEETING There could be as many as two evening meeting to discuss this work with the residents. The Contractors Superintendent will be required to be present at this meeting to discuss process and what to expect. 1.04 ACCESS TO THE PROJECT The contractor will be expected to help the residents with trash pick up. When access is not availably the contractor will notify the residents prior to restricting access. Access will be maintained to all areas. During in raining weather the Item 13 contractor shall provide manpower, materials, and equipment to maintain driveways and intersections. END OF SECTION Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 SECTION W WATER SYSTEM CONSTRUCTION Revised August 2012 Item 13 SECTION W – WATER SYSTEM CONSTRUCTION Section Page W.1 SCOPE .................................................................................. W-1 W.2 PROTECTION OF WORK ......................................................... W-1 W.3 MATERIALS ........................................................................... W-1 W.3.1 Testing of Materials ............................................................... W-1 W.3.2 Storage of Materials ............................................................... W-1 W.4 TRENCHING AND BACKFILL................................................... . W-2 W.4.1 Classification ......................................................................... W-2 W.4.2 Construction Methods ............................................................ W-2 W.4.3 Sheeting, Shoring and Bracing ................................................ W-3 W.4.4 Pumping, Bailing and Draining ................................................ W-4 W.4.5 Support of Existing Pipes Across Trench .................................. W-4 W.4.6 Disposal of Excavated Materials .............................................. W-4 W.4.7 Protection of Trees, Plants, Shrubbery, Etc. ............................. W-4 W.4.8 Use of Explosives ................................................................... W-4 W.4.9 Jacking, Boring or Tunneling .................................................. W-5 W.4.9.1 Materials ............................................................................... W-5 W.4.9.2 Construction Requirements ..................................................... W-5 W.4.9.3 Construction by Jacking ......................................................... W-6 W.4.9.4 Construction by Boring ........................................................... W-7 W.4.9.5 Construction by Tunneling ...................................................... W-7 W.4.9.6 Joints ................................................................................... W-8 W.4.10 Protection of Buildings ........................................................... W-9 W.4.11 Crossings To Be Kept Open .................................................... W-9 W.4.12 Protection of Unfinished Work................................................. W-9 W.4.13 Lights and Guards ................................................................. W-9 W.4.14 Backfill .................................................................................. W-9 W.4.14 .1 Backfill Material ..................................................................... W-9 W.4.14.2 Concrete Encasement (Class F4 Embedment) ........................... W-10 W.4.14.3 Cement Stabilized Backfill ....................................................... W-10 W.4.14.4 Embedment .......................................................................... W-10 Item 13 Section Page W.4.15 Initial Backfill ........................................................................ W-12 W.4.16 Final Backfill ............................................................. … W-12 W.5 POLYVINYL CHLORIDE (PVC) PIPE INSTALLATION ................... W-13 W.5.1 Polyvinyl Chloride (PVC) Pipe and Fittings ................................ W-13 W.6 DUCTILE IRON PIPE INSTALLATION ....................................... W-13 W.6.1 Ductile Iron Pipe .................................................................... W-13 W.6.2 Fittings For Ductile Iron Pipe .................................................. W-13 W.7 CONCRETE CYLINDER PIPE INSTALLATION ............................. W-14 W.7.1 Pipe Handling ........................................................................ W-14 W.7.2 Pipe Jointing ......................................................................... W-15 W.8 REINFORCED CONCRETE WATER PIPE STEEL CYLINDER TYPE PRE-TENSIONED REINFORCEMENT ................................. W-15 W.8.1 Steel Cylinders ...................................................................... W-16 W.8.2 Curing .................................................................................. W-16 W.8.3 Shop Drawings ...................................................................... W-16 W.9 IRON PIPE INSTALLATION ..................................................... W-16 W.9.1 Jointing Push-on Pipe ............................................................. W-16 W.9.2 Jointing Mechanical Joint Pipe ................................................. W-17 W.9.3 Making Flanged Joints ............................................................ W-17 W.10 CONCRETE BACKING ............................................................. W-18 W.11 POLYETHYLENE ENCASEMENT ................................................ W-18 W.12 COVER OVER PIPE AND CLEARANCE FROM OTHER PIPES ........ W-18 W.12.1 Clearance From Other Pipes, Sanitary Precautions And Disinfection, Interconnections, Backflow and Siphonage ........................ W-19 W.13 CONNECTION TO EXISTING WATER MAINS............................. W-22 W.13.1 Pipe Handling ........................................................................ W-22 W.14 VALVES ................................................................................ W-23 W.14.1 Gate Valves ........................................................................... W-23 W.14.2 Butterfly Valves ..................................................................... W-24 W.14.3 Distribution System and Fire Lead Valves ................................. W-25 W.14.4 Air Release Valves, Air/Vacuum Valves .................................... W-25 Item 13 Section Page W.14.5 Installation of Gate Valves ...................................................... W-26 W.15 FIRE HYDRANTS .................................................................... W-26 W.15.1 Fire Hydrant Installation ......................................................... W-28 W.16 SERVICE CONNECTIONS ........................................................ W-28 W.16.1 Service Materials ................................................................... W-29 W.17 CLEAN-UP ............................................................................. W-30 W.18 STERILIZATION OF WATER MAINS ......................................... W-30 W.19 INSPECTION AND TESTS ....................................................... W-31 W.19.1 Inspection - General .............................................................. W-31 W.19.2 Visual Inspection ................................................................... W-32 W.19.3 Hydrostatic Test .................................................................... W-33 W.19.4 Compaction Test ................................................................... W-34 W.20 MEASUREMENT AND PAYMENT .............................................. W-34 Item 13 SECTION W - WATER SYSTEM CONSTRUCTION W.1 SCOPE: These specifications for construction of water mains are intended to provide a minimum quality workmanship acceptable to the Town of Prosper and lack of any specifications not listed in this document in no way relieve the Contractor of full responsibility for providing a complete project of quality, finish appearance and satisfactory for operation. The Contractor shall furnish and install all materials, labor, and equipment for constructing t he work included in these specifications and as detailed on the plans. Construction of all water systems shall comply with Texas Commission on Environmental Quality (TCEQ) Chapter 290 (Rules and Regulations for Public Water Systems) and American Water Works Association (AWWA), latest revision. W.2 PROTECTION OF WORK: When construction is stopped temporarily and at the end of the day's work, tight fitting stoppers or bulkheads shall be securely placed in or across the ends of all pipes. The Contractor will be held responsible for the care of all work until final completion and acceptance, and he will be required to make good, at his own expense, any damage or injury it may sustain for any cause. He shall assume all risks from floods and casualties of every description and make no charge for damages from such cause. W.3 MATERIALS: The Contractor shall furnish and place materials meeting the requirements of these specifications, of the dimensions and types at the locations and elevations shown on the plans or established by the Engineer. All materials shall be approved by the Engineer before being installed and any of these materials placed before they are so approved shall be removed and replaced with approved materials. W.3.1 Testing of Materials: It shall be the sole responsibility of the Contractor to prove to the Engineer's satisfaction that materials furnished for the construction of water lines comply with these specifications. Water pipe shall be tested at the factory to see that the pertinent specifications are satisfied. The manufacturer shall furnish a certificate and test reports for each carload, showing the conformity of his material with the specifications herein, and that each and every piece of pipe and fitting have been inspected for visible physical defects and defective pieces rejected. W.3.2 Storage of Materials: Materials delivered to the site of the work prior to their use shall be stored so as to cause the least inconvenience to the public, and in a manner satisfactory to the Engineer. Materials that will deteriorate such as cement and mortar shall be stored in weather-tight buildings. Rubber gaskets shall be protected from direct sunlight, oils or contamination. Item 13 W.4 TRENCHING AND BACKFILL: This item consists of excavating all necessary trenches for the water main and system construction and backfilling after the pipe has been properly laid, inspected, and tested. This work shall include the furnishing of all labor, materials, tools, equipment, and machinery necessary for clearing and removing from the site of the work, wherever located, all obstructions, trees, stumps, brush, vegetation, and debris, and all earth, rock, and other materials to be excavated; the removal of existing structures except where specifically paid for as separate contract pay items; the stripping or removal of top soil or sod to be piled separately from other excavated materials and later to be restored to its original place after backfilling is completed; the furnishing, placing, and maintaining of all sheeting, shoring and bracing necessary to protect the work and adjacent properties, all pumping, bailing, and draining necessary to keep the excavation free from seepage water, water from sewers, drains, ditches, creeks, and other sources; provision for the uninterrupted flow of sewers and surface waters during progress of the construction; the removal, after completion of the work, of all sheeting, shoring, and bracing not necessary to support the sides of the excavation; the satisfactory disposal of excess and unsuitable materials not required or which cannot be used for backfilling, tamping, compacting, and refilling after settlement of all excavated areas; the restoring of all streets, alleys, fences, right-of-way, and other lands or structures, private or public, damaged or occupied by the Contractor in the performance of the contract, to as good a condition as they were prior to the beginning of the work. W.4.1 Classification: Excavation in trenches for water line construction will be unclassified and will not be paid for separately but shall be included in the price bid per linear foot for the various sizes of pipe unless specific provision for separate payment is called for in the Special Provisions and on the Proposal Form. Where no separate classification is provided, the price bid shall be on the basis of unclassified trenching, and the Contractor shall satisfy himself as to the material and conditions to be encountered. "Unclassified" excavation will include all materials and conditions other than the above encountered in the excavation. W.4.2 Construction Methods: Trenches shall be excavated by trenching machine, backhoe or dragline, except in locations where hand trenching is required. The banks of trenches shall be vertical, to a point one foot (1') above the top of the pipe. Trenches will be excavated to the lines and grades laid out by the Engineer or as shown on the plans. No change in locations of the lines is contemplated, but should any changes be made in the lines not materially altering the amount of character of the trenching to be done, the Contractor shall proceed with the changed alignment at the unit bid price. In case any change involves greater construction difficulties than the original alignment, the Owner and the Engineer Item 13 will agree with the Contractor for extra compensation therefore, prior to the construction of the changed line or lines. The width of the trench on each side of the pipe bell shall be eight inches (8"). Minimum width of the trench shall be twenty-four inches (24”). Trenches for water pipe shall be of such depth as to provide the cover as specified in Section W.12 of these specifications. The excavation shall not advance more than three hundred feet (300') ahead of the completed and backfilled pipeline. Pipe shall be laid in all trenches that have been opened at the end of each day's work, unless the Contractor secures written permission to do otherwise from the Engineer. If the bottom of the trench becomes an unstable foundation for the pipe through the neglect of the Contractor to adequately shore or dewater, the Contractor will be required to remove the unstable material and backfill the trench to the proper grade with approved compacted gravel, and no extra compensation will be granted for this material or work. Also, if the trench is inadvertently excavated deeper than necessary it shall be backfilled to the proper grade with approved compacted gravel at the Contractor's expense. However, if the undisturbed material encountered at the grade depth constitutes in the opinion of the Engineer, an unstable foundation for the pipe, the Contractor will be required to remove such unstable material and backfill the trench to the proper grade with approved compacted material. Compensation will be made to the Contractor in accordance with a mutually agreed upon cost per cubic yard. The Contractor shall excavate all trenches, including work necessary in working around existing pipe lines or other obstructions. The Contractor shall give notice to the Owners of any such lines or obstructions in order that they may have time to take the necessary precautions for protecting their property. The Contractor shall be responsible for protecting the Owner from any damage from his operations in such work. In rock, excavation shall be carried six inches (6") below the bottom of the pipe and gravel, thoroughly tamped, shall be used for backfilling to the grade of the bottom of the pipe line as specified by the specific embedment required. After inspection of pipelines has been finished on any completed portion of the work the trench may then be backfilled. Backfilling shall be accomplished in compliance with the applicable portions of these specifications. W.4.3 Sheeting, Shoring, and Bracing: The sides of all excavations shall be sheeted, shored, and braced in accordance with OSHA Regulations and installed by the Contractor’s “competent person” so as to try to prevent slides, cave-ins, settlement, or movement of the banks and to maintain the excavation clear of obstructions that will in any way hinder or delay the progress of the work. In wet, saturated, or flowing materials, when it is necessary to install tight sheeting or cofferdams, wood or steel sheet piling of a design and type approved by the Engineer, who designed the trench safety plan, shall be used. Item 13 All sheet piling, shoring and bracing shall have sufficient strength and rigidity to withstand the pressure exerted and maintain the sides of the excavation properly in place and protect all persons or property from injury or damage. When excavations are made adjacent to existing building or other structures or in paved streets, particular care should be taken to adequately sheet, shore, and brace the sides of the excavation to prevent undermining of, or settlement beneath, the structures or pavement. Underpinning of adjacent structures or pavement shall be done by the Contractor at his own cost and expense in a manner satisfactory to the Engineer and when required by the Engineer. The pavement shall be removed, the void satisfactorily refilled and compacted, and the pavement replaced by the Contractor; the entire expense of such removal and subsequent replacement thereof shall be borne by the Contractor. Sheeting, shoring and bracing shall not be left in place unless otherwise provided for in the contract or authorized by the Engineer. The removal of sheeting, shoring, and bracing shall be done in such manner as not to endanger or damage either new or existing structures, private or public properties, and so as to avoid cave-ins or sliding of the banks. All holes or voids left by the removal of the sheeting, shoring, or bracing shall be immediately and completely filled and compacted with suitable materials. Sheeting, shoring, and bracing ordered left in place by the Engineer will be paid for at the unit price bid for this item, when such pay item is provided. In the event no separate pay item is provided, then the cost of sheeting, shoring and bracing is to be included in such items as are provided. W.4.4 Pumping, Bailing and Draining: The Contractor shall immediately remove all surface or seepage water from sewers, drains, ditches, and other sources which may accumulate during the excavation and construction work by providing the necessary underdrains or otherwise and by doing the necessary pumping, bailing or draining. The Contractor shall have available at all times sufficient equipment in proper working order for doing the work herein required. All water removed from excavations shall be disposed of in an approved manner so as not to create unsanitary conditions nor to interfere unduly with the use of streets, private driveways, or entrances. Pumping, bailing, draining, underdrains, ditches, etc., shall be considered as incidental work and will not be bid for as separate items but their cost shall be included in the contract prices bid in the Proposal for the various units of excavation measure. W.4.5 Support of Existing Pipes Across Trench: It shall be the responsibility of the Contractor to protect and support all water, sewer, gas, and other conduits crossed by the excavation or work to be performed by him or to arrange for their temporary removal and subsequent replacement. All expense incidentals to this phase of the work shall be borne by the Contractor. W.4.6 Disposal of Excavated Materials: Excavated materials, so far as needed and of a suitable character, shall be piled adjacent to the work to be used for backfilling as required. Excavated materials unsuitable for the backfilling or in excess of that required for backfilling shall be disposed of in an approved manner at locations designated on the plans or approved by the Engineer. Desirable top soil, sod, etc., shall be carefully piled separately and replaced in its original position when required. Excavated materials shall be handled at all times in such a manner as to cause a minimum of inconvenience to public travel and to permit safe and convenient access to private and public property adjacent to or along the line of the work. In parkways and easements where it is necessary to deposit Item 13 excavated materials on lawns during the work, burlap or canvas shall be placed on the lawn to prevent contact between excavated materials and the lawn. W.4.7 Protection of Trees, Plants, Shrubbery, etc.: Where trees, plants, shrubbery, etc., are adjacent to the line of the work and are not to be removed or removed and replaced, the Contractor shall protect such trees, plants, shrubbery, etc., by substantial wooden boxes and guards and shall not permit machinery or employees to scrape, tear the limbs from or damage or attach guy cables to them, and if, in the opinion of the Engineer, such trees, plants, shrubbery, etc., would be damaged by machinery, etc., hand excavation may be required. The Contractor shall be responsible for all damages to adjacent trees, plants, shrubbery, etc. W.4.8 Use of Explosives: The plans and specifications do not require the use of explosives. After approval by the Engineer, should the Contractor elect to use explosives in the prosecution of the work, utmost care shall be exercised so as not to endanger life or property and the Contractor shall use only such methods as are currently utilized by persons, firms, or corporations engaged in a similar construction business. The Contractor shall be solely responsible for the determination as to whether explosives shall be used and for any result from the use of explosives and shall indemnify and hold the Owner whole and harmless against any claim or damage or injury to persons or property, real or personal, as the result of the use of explosives by the Contractor or any subcontractor. The Contractor shall furnish the Owner with evidence of insurance sufficient to cover any such possibility, in which insurance shall either include the Owner as an insured or be of such character as to protect the Owner. All explosives shall be stored in a safe and secure manner, under the care of a competent watchman at all times, and all such storage places shall be marked clearly "DANGEROUS - EXPLOSIVES". The method of storing and handling explosives and highly inflammable materials shall conform with Federal and State laws, City ordinances, and Fire Department regulations, and to the satisfaction of the Engineer. The Contractor shall notify each utility company having structures in proximity to the site of the work of his intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they deem necessary to protect their property from injury. Such notice shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. W.4.9 Jacking, Boring or Tunneling: This specification shall govern for the provision of the required opening for the installation of conduits by the methods of jacking, boring, or tunneling as shown on the plans and in conformity with this specification. W.4.9.1 Materials: The encasement and carrier pipe shall be of the type and strength as indicated on the plans. Item 13 W.4.9.2 Construction Requirements: Where encasement or carrier pipe is required to be installed under railroad embankments or under highways, streets, or other facilities by jacking, boring or tunneling methods, construction shall be made in a manner that will not interfere with the operation of the railroad, highway or other facility, and will not weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, as directed by the Engineer until such time as the backfill has been completed and then shall be removed from the site. The drilling of pilot holes for the alignment of pipe prior to its installation by jacking, boring or tunneling will not be a requirement but may be necessary to maintain grade. The drilling of pilot holes will be considered as incidental work and the cost thereof shall be included in such contract pay items as are provided in the proposal and contract. The Contractor shall take the proper precautions to avoid excavating earth or rock or shattering rock beyond the limits of excavation needed to install the conduit. All damages by excavating and blasting, either to surface or subsurface structures, shall be repaired or replaced by the Contractor at his own cost and expense. The removal of any obstruction that may be found to conflict with the placing of this pipe will not be measured for payment or paid for as a separate contract pay item. The removal of any such obstruction will be included in such contract pay items as are provided in the proposal and contract. The Contractor shall dispose of all surplus materials at his own cost and expense at sites approved by the Engineer. W.4.9.3 Construction by Jacking: If the grade of the pipe at the jacking end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking operations and for placing end joints of the pipe. This excavation shall not be carried to a greater depth than is required for placing of the guide and jacking timbers and no nearer the roadbed than the minimum distance shown on the plans. At the other end of the pipe, an approach trench shall be excavated accurately to grade. All open trenches and pits shall be braced and shored in such a manner as will adequately prevent caving or sliding of the walls into the open trench or pit. Heavy-duty jacks suitable for forcing the pipe through the embankment shall be provided. In operating jacks, even pressure shall be applied to all jacks used. A suitable jacking head not less than six inches (6") larger than the outside diameter of the pipe, usually of timber, and suitable bracing between jacks and jacking head shall be provided so that pressure will be applied to the pipe uniformly around the ring of the pipe. The jacking head shall be of such weight and dimensions that it will not bend or deflect when full pressure is applied at the jack. The jacking head shall be provided with an opening for the removal of excavated material as the jacking proceeds. A suitable jacking frame or backstop shall be provided. The pipe to be jacked shall be set on guides which are straight and securely braced together in such manner to support the section of the pipe and to direct it in the proper line and grade. All timber and other materials used in the construction of the jacking assembly will be of such quality and dimensions that they will Item 13 withstand all stresses to which they are subjected in such a manner as to insure even pressures on the pipe during jacking operations. The whole jacking assembly shall be placed so as to line up with the direction and grade of the pipe. As the jacking proceeds, the embankment material shall be excavated slightly in advance of the pipe in such a manner to avoid making the excavation larger than the outside diameter of the pipe, with the excavated material being removed through the pipe. The excavation for the underside of the pipe, for at least one-third (1/3) of the circumference of the pipe, shall conform to the contour and grade of the pipe. The excavation for the top half (1/2) of the pipe shall conform closely to the outside diameter of the pipe and a clearance greater than two inches (2") will not be permitted. All voids between the pipe and the earth will be filled with grout 1:7 minimum proportioned mix grout with five percent (5%) to forty percent (40%) air entrainment. Grout holes may be provided in the pipe or grouting may be made through drill holes from the ground surface if practical. The grouting shall follow immediately upon completion of the jacking operation. All carrier pipe installed by jacking shall be supported by quarter point cradle of 2000 psi concrete across the jacking pit and to the first joint in the ditch section on each end. The distance that the excavation shall be extended beyond the end of the pipe depends on the character of the material, but it shall not exceed two feet (2') in any case. The pipe, preferably, shall be jacked from the low or downstream end. Lateral or vertical variation in the final position of the pipe from the line and grade established by the Engineer will be permitted only to the extent of one inch (1") per ten feet (10'), provided that such variation shall be regular and only in one direction and that the final grade of flow line shall be in the direction indicated on the plans. When jacking of pipe is once begun, the operation shall be carried on without interruption, insofar as practicable to prevent the pipe from becoming firmly set in the embankment. Any pipe damaged in jacking operations shall be repaired or removed and replaced by the Contractor at his entire expense. The pits or trenches excavated to facilitate jacking operation shall be filled immediately after the jacking of the pipe has been completed unless an encasement only has been installed; in which case, the trenches and pits shall be left open until the carrier pipe has been laid through and manholes have been built if required. The pits or trenches will then be backfilled in accordance with the location and conditions as are covered elsewhere in these specifications. If a carrier pipe is laid through an encasement pipe the bedding of crushed rock, concrete, grout or granular material, if any, will be considered a part of the unit price of the jacking operation. W.4.9.4 Construction by Boring: The hole shall be bored mechanically with a suitable boring assembly designed to produce a smooth, straight shaft and so operated that the completed shaft will be at the established line and grade. The size of the bored hole shall be of such diameter to provide ample clearance for bells or other joints. All carrier pipe installed by boring shall be supported by quarter point cradle of 2000 psi concrete across the boring pit and to the first joint in the ditch section. All voids will be grouted with a 1:7 minimum proportioned mix with five percent (5%) to forty percent (40%) air entrainment, and will be considered a part of the unit price of the boring operation. Item 13 In addition to the requirements stated above, the applicable provisions of Section W.4.9.3, "Construction by Jacking", in regard to the construction of trench, tolerance in line and grade, method of operation, backfilling, etc., shall govern for construction by boring. W.4.9.5 Construction by Tunneling: The tunnel shall be excavated in such a manner and to such dimensions which will permit placing of the proper supports necessary to protect the excavation. The Contractor shall take the proper precautions to avoid excavating earth or rock or shattering rock beyond the limits of excavation shown on the plans. All damages by excavating and blasting, either to surface or subsurface structures, shall be repaired or replaced by the Contractor at his own cost and expense. Adequate provisions shall be made for safety and health of the workmen. All equipment operated in the tunnel shall be powered by either air or electricity. No equipment will be permitted in the tunnel that uses a petroleum product for fuel. Electric lights shall be used for illumination of the tunnel construction, for illumination of completed portions of the tunnel used for passage, and wherever lighting is needed for inspection of the work. Sufficient number of lamps shall be used to properly illuminate the work and all wiring for electric power and lights shall be installed and maintained in a safe and secure manner in accordance with the current applicable Electrical Code. The Contractor shall maintain the tunnel air in a condition suitable for the health of the workmen and sufficiently clear for surveying operations. A sufficient supply of fresh air shall be provided and maintained at all times in all underground places and provisions shall be made for the quick and complete removal of gases and dust resulting from blasting or other tunnel operations. Except when unnecessary due to natural ventilation, artificial ventilation shall be maintained in the tunnel by ventilating plants of ample capacity operated when needed to meet the preceding requirements. If required by the plans or as required for safety, suitable steel or timber sheeting, shoring and bracing shall be used to support the sides and roof of the excavation. Supports may be left in place provided that they clear the encasement or carrier pipe. No separate payment will be made for supports left in place. Nothing contained herein shall prevent the Contractor from placing such temporary or permanent supports as they do not deem necessary, nor shall it be construed as relieving the Contractor from his full responsibility for the safety of the work, and for all damages to persons and property. If the tunnel is to be lined with concrete as a monolithic structure, then the over-break, if any, or voids will be poured with concrete of the required strength as detailed on the plans. If the strength is not indicated, the twenty-eight (28) day strength will be a minimum of 3000 psi The Contractor will not be compensated for over-breaks. No pipe shall be placed until the foundation is in a condition satisfactory to the Engineer. Tunnel dimensions shown on the plans are minimum dimensions and any excess excavation and subsequent backfill, concrete or grout fill, shall be at the expense of the Contractor. The pipe shall be laid in the tunnel true to the line of grade. Tolerance in line and grade shall be as specified in Section W.4.9.3., "Construction by Jacking." Unless otherwise indicated or specified, the entire void between the outside of the pipe and the tunnel walls or the inside face of the tunnel lining shall be backfilled with concrete having a Item 13 minimum compressive strength of 3000 psi at twenty-eight (28) days or 1:7 minimum proportioned mix grout with five percent (5%) to forty percent (40%) air entrainment. No concrete or grout shall be placed around the pipe unless the permanent sheeting, bottom, sides and roof of the tunnel are in a condition satisfactory to the Engineer. The minimum thickness of concrete or grout backfill shall be maintained throughout. Concrete required for backfill in excess of the minimum dimensions shown on plan will be at the entire expense of the Contractor. All pipe damage during construction operations shall be repaired or removed and replaced by the Contractor at his entire expense. W.4.9.6 Joints: When reinforced concrete pipe twenty-four inches (24") and larger in diameter with tongue and groove joints is used for the encasement pipe, the interior joints for the full circumference shall be sealed and packed with mortar and finished smooth and even with the adjacent section of pipe. W.4.10 Protection of Buildings: The Contractor shall, at his own expense, shore up and otherwise protect any building or other structure which may, in the opinion of the Engineer, be endangered during the work, and he shall restore all buildings, culverts, fences, walls, or other properties disturbed during his work to a condition similar or equal to that existing before his operations. The Contractor shall be responsible for any injuries to persons and property, for all damages to any pipe, conduit, sewer, or other structures injuriously affected by the work. The Owner shall not be liable therefore. W.4.11 Crossings to be Kept Open: At such street, railroad, and all other crossings as may be designated by the Engineer, the trenches are to be filled in such a manner as to prevent any serious interruption of traffic upon the roadway or sidewalks. The cost thereof shall be borne by the Contractor. W.4.12 Protection of Unfinished Work: Before leaving work for the night, during a storm, or at other times, care must be taken to protect and securely close the unfinished end of the pipe. Any earth or other materials that may find entrance into the pipe through any such open or unplugged end of the pipe must be removed at the Contractor's expense. W.4.13 Lights and Guards: The Contractor must provide and maintain adequate detours around the work under construction. The Contractor shall provide lights, warning signs, and/or watchmen in accordance with the Texas Manual on Uniform Traffic Control Devices (TMUTCD), latest revision, to provide adequately for the safety of the public. W.4.14 Backfill: Item 13 Excavation shall be backfilled only with approved materials. The placing of backfill material shall not begin until approval has been given by the Engineer and shall be done immediately when so ordered by the Engineer. Backfilling shall be brought up to an elevation slightly above the original ground level to allow for subsequent settlement. The top surface or slopes of all backfill shall be neatly graded off in a workmanlike manner, and where select topsoil, sod, or other material is removed and piled separately, such material shall be carefully replaced in a manner satisfactory to the Engineer. W.4.14.1 Backfill Material: Backfilling shall be done with good sound earth. Broken concrete, rock, bituminous pavement, or other lumpy material shall not be used in the backfill except as the lumps are small and their dispersal in the backfill is made in the upper section in a manner satisfactory to the Engineer. Materials of a perishable, spongy, or otherwise improper nature shall not be used in backfilling. Where good sound earth is not available from the excavated material, gravel cushion and/or granular backfill material will be used for the initial backfill operation to a point twelve inches (12") above the top of the pipe. Gravel cushion and/or granular backfill material will not be required when concrete encasement is specified or used around the pipe. Sheeting, shoring and bracing shall be pulled and removed during the progress of the backfilling in a manner satisfactory to the Engineer. W.4.14.2 Concrete Encasement (Class F4 Embedment): The pipe shall be supported by concrete block. Concrete encasement when required, shall be composed of a free flowing material consisting of small stone, pea gravel, limestone chat, or pit run sand and gravel. The material shall be free from sticks, lumps, stones, and organic matter. Concrete encasement shall be poured either wet or dry as may be directed by the Engineer. Concrete encasement shall have an average compressive strength at twenty-eight (28) days equal to or greater than 3000 psi. When concrete encasement backfill material is specified or ordered by the Engineer to be poured DRY, the Contractor shall place this material on each side of the pipe for the pipe for the full width of the trench using shovels to cut the material back under the pipe and shall be tamped to a height of six inches (6") minimum above the pipe to receive final backfill. Care must be exercised not to dislocate or disturb the grade or alignment of the pipe. If ordered by the Engineer to be poured WET, caution and care must be used not to float the pipe out of place. In the event pipes are floated out of the proper position, they shall be removed and relayed at the expense of the Contractor W.4.14.3 Cement Stabilized Backfill: Where backfill material shown or called for on the plans is cement stabilized the material shall extend from the top of the standard embedment to the natural ground elevation and include the entire width of the trench. Cement stabilized backfill shall contain a minimum of two (2) sack mix (per yard of earth). W.4.14.4 Embedment: Item 13 In the construction of water lines, the trench shall be excavated to a minimum depth of six inches (6") below the grade of the outside of the pipe. On water line construction, when, in the opinion of the Engineer, the subgrade material encountered at grade is soft, spongy, and unsuitable, it shall be removed to such a depth that the replacement thereof with firmly tamped crushed rock or natural gravel will provide an unyielding, stable foundation. Class F1 Embedment: the trench shall be filled with Standard Crushed Rock or Natural Gravel up to 1/2 the outside diameter of the pipe. (Standard PVC Pipe) Class F3 Embedment: the trench shall be filled with Standard Crushed Rock or Natural Gravel up to 1/6 outside diameter of pipe. (Ductile Iron Pipe) A. Rock The stone used in cushion shall consist of durable particles of crushed rock and shall be free from lumps, stones over one and one half inches (1-1/2”) in diameter, free from frozen material or injurious amounts of salt, alkali, loam, vegetable or other organic matter. It shall have a wear of not more than forty percent (40%) when tested in accordance with Texas SDHPT Test Method TEX-410-A. Gradation is provided in table below: B. Gravel The gravel used in cushion shall consist of uncrushed stones meeting the requirements of wear as referenced in Section W.4.14.4(A) above. The material shall be washed and screened and not have by weight more than one percent (1%) organic matter, clays or loam and not more than five percent (5%) by weight of any one of or combination of slate, shale, schist or soft particles of sandstone. Gradation is provided in table below: When tested by standard laboratory methods, gravel cushion embedment shall meet the following requirements for percentage by weight as stated in the Texas State Department of Highways and Public Transportation Standard Specifications for Construction of Highways, Streets and Bridges. TABLE – GRAVEL CUSHION EMBEDMENT STANDARD CRUSHED ROCK (Aggregate Grade 4 or Size No. 57 ASTM C 33) Sieve Size Percent Retained on 1-1/2 inch 0% Retained on 1 inch 0% to 5% Retained on 1/2 inch 40% to 75% Retained on No. 4 90% to 100% Retained on No. 8 95% to 100% Item 13 NATURAL GRAVEL Sieve Size Percent Passing 1-1/2 inch 100% Retained on 3/4 inch 100% Sub grades that have been allowed to become unstable by neglect of the Contractor, by improper drainage or lack of drainage, when in the opinion of the Engineer, the condition was caused by the neglect or fault of the Contractor, the Engineer shall order the Contractor to remove the unstable subgrade and replace the same with gravel at the expense of the Contractor, and no extra compensation will be allowed. W.4.15 Initial Backfill: After pipe has been laid and the joints have hardened to such an extent that they will not be damaged by backfilling operation, the pipe lines shall be backfilled in accordance with ASTM D- 698 as follows: Class F1 Embedment: Select or granular material compacted to ninety-five percent (95%) Standard Proctor Density a minimum of twelve inches (12") over the top of the pipe or as required by the Engineer. Class F3 Embedment: Select or granular material compacted to ninety-five percent (95%) Standard Proctor Density a minimum of six inches (6") over the top of the pipe or as required by the Engineer. Sand shall consist of clean, hard, durable, uncoated grains, free from lumps and organic material. All particles must pass a No. 8 sieve. Any special backfill where shown on the plans shall replace the backfill procedure shown herein. Detectable Metallic Tape (“Blue-Caution Buried Water Below” or approved other) shall be installed after initial backfill on approximate centerline of pipe prior to final backfill. W.4.16 Final Backfill: Item 13 The final backfilling operation shall be in accordance with ASTM D-698 and one of the following methods used for any of the initial backfill procedures. All final backfill material shall be less than six-inch (6") diameter. A. The remainder of the backfill shall be native material placed in uniformly compacted layers not exceeding six inches (6”) in loose depth and hand or mechanically tamped in a manner approved by the Engineer to ninety-five percent (95%) Standard Proctor Density. B. With City approval where an existing street or driveway surface has been cut (asphalt pavements shall be saw cut before excavation), the following procedure is to be used in backfilling and replacing the pavement (unless otherwise shown on the plans): 1. The top twenty-four inches (24") of the trench shall be filled with crushed stone flex-base. 2. In not more than seventy-two (72) hours after backfill of the pavement cut is completed, unless otherwise approved by the Engineer, the Contractor shall remove the gravel backfill to a point and pour a minimum six-inch (6") thick concrete slab extending twelve inches (12") beyond the trench width. The slab shall be covered with twelve inches (12") flexible base (95% Standard Proctor Density) and then place fine graded surface course hot mix asphalt concrete, which, when compacted, will be not less than one and one-half inches (1-1/2") thick or equal to the adjacent asphalt. C. Where concrete pavement is cut, the Town of Prosper Representative and the Contractor shall meet to determine the amount of removal. W.5 POLYVINYL CHLORIDE (PVC) PIPE INSTALLATION: Polyvinyl chloride (PVC) pipe may be installed for water mains in the public water utility system. W.5.1 Polyvinyl Chloride (PVC) Pipe and Fittings: PVC pipe shall be new, manufactured in the United States of America and shall be blue in color. PVC pipe shall conform to AWWA C900 or C905. PVC water pipe shall be listed by Underwriters Laboratories and approved for use in cities and towns of Texas by the State Board of Insurance. The rigid PVC pipe shall bear the seal of approval (or 'NSF' mark) of the National Sanitation Foundation Testing Laboratory for potable water pipe. Provision must be made for contraction and expansion at each joint with a rubber ring, and an integral thickened bell as part of each joint. Pipe and fittings must be assembled with a non-toxic lubricant in accordance with pipe manufacturer's recommendations. Pipe shall be made from NSF approved Class 12454 PVC compound conforming to ASTM resin specification D1784. PVC pipe shall be a minimum Class 150 (DR18). Laying lengths shall be twenty feet + one inch (20' + 1"). W.6 DUCTILE IRON PIPE INSTALLATION: W.6.1 Ductile Iron Pipe : Ductile Iron Pipe shall be new, manufactured in the United States of America and designed in accordance with AWWA Specifications (C150) (ANSI A21.50) using 60,000 psi tensile strength, 42,000 psi yield strength and ten percent (10%) elongation. Pipe shall be designed for a Item 13 minimum 150 psi water pressure plus 100 psi surge, with the trench conditions depth of cover and backfill as specified and blocks, with a two (2) to one (1) safety factor. Ductile Iron Pipe shall be manufactured in accordance with AWWA Specification C151 (ANSI A21.51) in metal or sand lined molds. Ductile Iron Pipe shall be cement lined in accordance with AWWA Specification C104 (ANSI A21.4). The pressure rating, thickness class, net weight of pipe without lining, length of pipe and name of manufacturer shall be clearly marked on each pipe. Ductile Iron Pipe may be mechanical joint, Fastite, Bell-Tite or TYTON per AWWA Specification C111 (ANSI A21.11). Mechanical joints to be furnished complete with accessories. Bolts and nuts shall be Stainless Steel or Cor-ten. W.6.2 Fittings for Ductile Iron Pipe: Fittings shall be Ductile Iron per AWWA Specification C153 (ANSI A21.53) or AWWA C110 (ANSI 421.10). Mechanical Joint, or Push-on Joint, with a working pressure of 350 psi for 4" through 24" and a working pressure of 250 psi for greater than 24" fittings. Mechanical Joint Fittings shall be manufactured in accordance with AWWA Specification C110 (ANSI A21.10) with Mechanical Joints manufactured in accordance with AWWA Specifications C111 (ANSI A21.11) complete with Stainless steel bolts and nuts (US alloy or approved other). Push-on Fittings shall be manufactured in accordance with the applicable portions of AWWA Specification C110 (ANSI A21.10) and AWWA C111 (ANSI A21.11). Joints to be in accordance with the respective manufacturer’s standard, gaskets for push-on joint fittings must be interchangeable with those furnished with the pipe. Compact fittings shall be manufactured in accordance with AWWA C153 (ANSI A21.53) for 3" through 24" and 54" through 64" pipe. Fittings shall be cement lined in accordance with AWWA Specification C104 (ANSI A21.4). W.7 CONCRETE CYLINDER PIPE INSTALLATION: Concrete cylinder pipe, fittings, specials, and valves are to be installed at locations shown on the plans. Unless otherwise indicated, pipe in trenches shall be laid to the grade shown on an even grade from point to point for which elevations are furnished. The grade line shown on the plans is the invert or flow line. The Contractor shall establish the grade line in the trench or excavation from grade stakes established by the Engineer. W.7.1 Pipe Handling: Pipe, fittings, valves, and other accessories shall be hauled to and distributed at the site of the project by the Contractor; they shall at all times be handled with care to avoid damage. In loading and unloading they shall be lifted by hoists or cranes as specified below or rolled on skid ways in such manner as to avoid shock. Under no circumstances shall pipe be dropped. Pipe handled on skid ways must not be skidded or rolled against pipe already on the ground. Pipe shall be placed on the site of the work parallel with the trench alignment and with bell ends facing the direction which the work will proceed unless otherwise directed. Item 13 Proper implements, tools, equipment, and facilities shall be provided and used by the Contractor for the safe and convenient prosecution of the work. All pipe, fittings, specials, valves, etc., shall be lowered into the trench by means of a "side boom", crane, or other suitable machine and shall not be rolled or dumped into the trench. The "side boom", crane, etc., shall be of a sufficient size for handling the pipe, shall lift and lower the pipe at a slow rate of speed, and shall be capable of stopping the lifting operation at any point without producing a shock or otherwise jerking or vibrating the pipe. The hoisting cable pipe clamp shall be connected to the pipe in such a manner so as to prevent damage to the coating. The method of connection shall be subject to the Engineer's approval. Before lowering into the trench, each joint of pipe shall be inspected and any unsound or damaged pipe shall be rejected. The pipe shall be kept clean during the laying operation and free of all sticks, dirt, and trash, and at the close of each operating day the open end of the pipe shall be effectively sealed against the entrance of all objects and especially water. No pipe shall be laid in water or when the trench conditions or the weather are unsuitable for such work, except in an emergency and then only upon permission of the Engineer. All pipe shall be laid accurately to established lines and grades with valves and fittings at the required location and with joints centered and spigots home. Line and grade stakes will be provided by the Engineer. Where it becomes necessary to make deflections in the line of the pipe, sections of pipe with beveled ends up to 5° of fabricated fittings shall be used. Minor deflection of the line of the pipe may be obtained in the pipe joints; however, the maximum joint opening caused by such deflection shall not exceed three-quarter inch (3/4") for sixteen-inch (16") pipe and larger. Field cuts of the pipe will not be permitted. W.7.2 Pipe Jointing: Sections of pipe shall be tightly fitted together, and care shall be exercised to secure true alignment and grade. Before laying each joint of pipe the bell and spigot rings shall be thoroughly cleaned by wire brushing and wiping until clean and dry. Where pipe is being laid the gasket shall be placed on the spigot ring, and the spigot end of the pipe shall then be entered into the bell of the adjoining pipe and forced into position. The gasket and the inside surface of the bell shall be lubricated with a suitable solution (flax soap) which will facilitate the telescoping of the joint. The inside joint recess between ends of the pipe sections shall have a maximum and minimum width of one inch (1") and one-quarter inch (1/4") respectively. No "blocking up" of pipe or joints will be permitted. The exterior joint shall be made by placing a cloth joint wrapper around the pipe which will be held in place with two (2) strands of wire. The cloth wrapper shall be seven inches (7") wide and hemmed on each side so that the wire "ties" may be inserted to hold the wrapper in place. The cloth shall be of such length that it will encircle the pipe, leaving enough opening between the ends to allow the mortar to be poured inside the wrapper. The wire ties shall be sixteen (16) gauge black annealed wire, or approved other, and shall be of such length as to encircle the pipe and overlap at the ends about eight inches (8") for tying. The wrapper shall be securely fastened before the joint is poured. The wire wrapper shall be similar and equal to the wrappers (diapers) as made by the Mar-Mac Manufacturing Company. The grout used for pouring the joint shall consist of one (1) part Portland Cement (Type 1) to two (2) parts of clean, fine, sharp platter sand and mixed to the consistency of thick cream. The joint shall be filled with this grout from one side in one (1) continuous operation until the grout has flowed entirely around the pipe. During the filling of the joint it shall be rodded with flexible wire to settle the grout. Item 13 Upon completion of backfilling of the pipe trench the inside joint recess shall be filled with a Portland cement mortar consisting of one (1) part cement to two (2) parts sand. After the joint has been filled the surface of the joint shall be leveled with the interior surface of the pipe, and the face of joint brushed with a wet brush. Careful inspection shall be made of each joint to insure a smooth continuous interior surface. The interior of the pipe shall be thoroughly cleaned and any obstructions that may reduce its carrying capacity removed. Following completion of the pipe line progressively or in sections including completion of inside joints and inspections, insofar as might be possible or practicable, the line shall be kept filled with water. It is required that a factory trained, qualified, job trained inspector is to be placed on the job. No pipe shall be laid unless such inspector is present and inspects the laying of the pipe. Whenever necessary to patch any inside surface cuts on the inside surface of the pipe and where necessary to patch any clipped areas at the ends of pipe, such patches shall be made with a mortar of one (1) part Embeco (as manufactured by the Master-Builders Company), one (1) part Portland cement, and one (1) part clean, sharp sand, all measurements to be by weight. Pipe thus patched shall not be installed until the patch has been properly and adequately cured and unless approved for laying by the pipe manufacturer's inspector and by the Engineer. W.8 REINFORCED CONCRETE WATER PIPE STEEL CYLINDER TYPE PRE-TENSIONED REINFORCEMENT (Steel Cylinder Type): Concrete cylinder pipe, modified pre-stressed (or pre-tensioned reinforcement) when required as shown on the plans shall consist of a welded sheet steel cylinder lined with a dense concrete lining and around which there is placed reinforcing bars wound helically under measured tension, with a dense concrete coating covering the cylinder and the bars, and with steel joint rings of the bell and spigot type for rubber gasket. Pipe shall be in approximately thirty-two foot (32') nominal lengths except for shorter lengths as required by special conditions. The pipe and pipe fittings shall comply with AWWA C301 or AWWA C303. C301 pipe shall be designed in accordance with AWWA C304, C303 pipe shall be designed in accordance with AWWA Manual M9. The pipe manufacturer shall have had a successful experience record in the design and manufacture of concrete cylinder pipe and shall have had a substantial footage of pipe of similar size and with the same joint as offered for this project in successful operation for at least five (5) years. All pipe and fittings shall have the approval of the Underwriter's Laboratories, Inc. All pipe shall be Class 150 (designed for a working pressure of 150 psi) unless otherwise noted on the plans or in the Special Provisions. W.8.1 Steel Cylinders: The steel cylinders shall be fabricated from hot-rolled carbon steel sheets or plates. Sheets shall conform to the requirements of the current ASTM standards referenced in AWWA C301 or C303 and a minimum yield point of 30,000 psi Plates shall conform to the requirements of the current ASTM A283, AST A285 or ASTM A36. Item 13 W.8.2 Curing: Before wrapping the cylinder with the rod wrap, the lining is to be steam cured for a minimum period of fifteen (15) hours, after spinning with a moist steam between 90°F. and 125°F. Steam shall be applied to the inside lining within approximately two (2) hours after spinning. In lieu of steam curing, the lining may be kept moist for a minimum period of fifty-four (54) hours. This shall be accomplished by tightly sealing the ends of the cylinder with a waterproof membrane to retain the moisture in the mortar. Curing shall be as detailed in AWWA C301 and AWWA C303. W.8.3 Shop Drawings: Upon the award of the contract, the Contractor shall furnish the Engineer shop drawings showing the pipe and fittings to be furnished and shall include a location profile and a tabulated layout schedule as required by the Engineer. Such drawings shall be subject to the approval of the Engineer and fabrication of pipe and fittings shall not be commenced until such drawings have been approved by the Engineer. W.9 IRON PIPE INSTALLATION: W.9.1 Jointing Push-on Pipe: A. Materials: All component parts are to be furnished with and included in the price bid for pipe. The materials consist of a circular rubber gasket of modified bulb shape in cross section. B. Procedure: Remove any foreign matter in the gasket seat of the socket, wipe gasket clean, flex gasket and place in socket with the large round end or bulb end entering first. Seat gasket evenly around inside of the socket with the groove fitted over the bead. Remove any bulges. Apply a thin film of lubricant furnished by the pipe manufacturer to the inside surface of the gasket. No lubricant other than that furnished with the pipe by the pipe manufacturer will be allowed to be used. Wipe plain end of pipe, to be entered; clean and place in approximate alignment with the bell of the pipe to which it is to be jointed. Apply a thin film of the lubricant to the outside of the plain end about one inch (1") back from the end. Align the pipe and carefully enter the plain end into the socket until it just makes contact with the gasket. Complete joint assembly by forcing the plain end of the entering pipe past the gasket until it makes contact with the bottom of the socket. For pipe in sizes ten inches (10") and larger, a jack-type tool will be used to make up the joint and complete the assembly of the joint in forcing the plain end of the pipe past the gasket. C. Deflection of Joints: The maximum deflection at each joint will not exceed manufacturer’s recommendation. W.9.2 Jointing Mechanical Joint Pipe: A. GENERAL This type of pipe shall be jointed in full accordance with the manufacturer's recommendations and shall be done in a neat and workmanlike manner. Care shall be taken to prevent shearing the bolts. Item 13 B. PROCEDURE 1. After carefully cleaning both spigot and bell and after slipping the following ring and the gasket over the spigot end, the spigot shall be slipped into the bell. 2. If requested by the Engineer or his Inspector, a lubricant shall be applied to the spigot to assist in assembly. 3. The gasket shall be carefully seated by hand so as to be even in the bell at all points. 4. After drawing up the follower ring to uniform bearing against the gasket the bolts will be inserted and tightened by hand in pairs using bolts opposite each other. 5. The nuts are to be tightened amply to hold the required pressure. Extension wrenches or pipes over wrench handles will not be permitted. Ten-inch (10") rachet wrenches with a tension setting control shall be used to tighten the nuts unless other types of wrenches are approved by the Engineer. 6. The finished joint shall be neat and uniform and shall be watertight. 7. All nuts and bolts for mechanical joint and flanged joints shall be stainless steel. W.9.3 Making Flanged Joints: The Contractor shall be responsible for the measurement of all connections. Flanged piping shall be erected in accordance with the controlling dimensions shown on the plans. Each piece of flanged pipe shall be thoroughly cleaned to remove dirt, rust, grease and other foreign matter. Flanged faces shall be thoroughly wire brushed to insure even bearing for gaskets and mating flanges. Gaskets for flanged joints shall be rubber, Neoprene or SBR, full-faced, one-eighth inch (1/8") thickness, "Cranite" or approved other. Gaskets shall be UL listed. Flange bolts shall be installed with bolts in one (1) direction. Flange bolts shall be tightened, each in turn, at a uniform rate around the joint. All flange bolts shall be Stainless steel. Flanged piping shall be manufactured in accordance with AWWA Specification C115 (ANSI A21.15). W.10 CONCRETE BACKING: Concrete shall have a compressive strength of not less than 3000 psi shall be used as a cradle or backing. All materials including aggregates, cement, and water, as well as the mixing and placing of the concrete, shall be approved by the Engineer. Bends of twenty-two and one-half degrees (22-1/2°) and greater, plugs, and all tees, crosses, etc., shall be backed with concrete as a thrust backing. Backing shall be placed between solid ground and the fitting to be anchored; the area of bearing on pipe and on ground in each instance shall be that required by the Engineer. W.11 POLYETHYLENE ENCASEMENT: The encasement of piping with polyethylene film in tube or sheet form shall be provided on all ductile iron pipe, related fittings, and valves. This wrap shall be an 8 mil. thickness polytube. Seams and overlaps shall be wrapped and held in place by two inch (2”) wide plastic backed adhesive tape, Polyken 900 or Scotchrap no. 50, or an approved equal, with approximate two Item 13 foot (2’) laps on the polytube. The wrap on the barrel of the pipe shall be loose enough to allow the film to shift with the soil. The wrap shall be installed without breaks, tears, or holes in the film. The Polyethylene film shall be installed in accordance with the specifications and requirements of AWWA C105 (ANSI A21.5). W.12 COVER OVER PIPE AND CLEARANCE FROM OTHER PIPES: It is intended that all water lines shall have a minimum cover of forty-two inches (42") unless otherwise specified on the plans. Where the lines are located in improved street with curb and gutter, the cover of forty-two inches (42") will be measured from the top of the curb to the top of the water pipe. Where the water lines are located in unimproved streets without curb and gutter, the cover of forty-two inches (42") will be measured from the bottom of road ditch to the top of the pipe regardless of the cover over the pipe at other points in the street. Across natural ground the cover over the pipe shall be measured from natural ground to the top of pipe. If a profile is shown on the plans, the Contractor will be required to lay the line to conform to the grades shown. If it is necessary that a water line shall have over forty-two inches (42") of cover in order not to exceed the manufacturer's recommendations for deflection of the pipe, the Contractor shall excavate the ditch with no extra compensation. Regardless of the depth of ditch necessary, the Contractor shall, under no condition, exceed the manufacturer's recommendations for deflection of the pipe at joints. The Contractor will receive no extra compensation for extra depth necessary to cross existing utility lines. Attention is called to the fact that concrete cylinder pipe must be laid on a grade to insure proper jointing of the pipe. The grades will be determined in such a manner so as to avoid excessive use of fittings and specials and to provide a uniform grade between low points and high points. No additional compensation will be paid for extra trench depth required, to meet these conditions. Any differences of opinions concerning the grades as set by the Engineer must be resolved by the Contractor prior to pipe laying. W.12.1 Clearance From Other Pipes, Sanitary Precautions and Disinfection, Interconnections, Backflow and Siphonage: Water mains, pipes, etc., shall be designed and constructed to comply with the Texas Commission on Environmental Quality (TCEQ) Chapter 290 (Rules and Regulations for Public Water Systems). These rules and regulations are divided into several parts among which include the following requirements. A. When new water mains and new sanitary sewers are installed, they shall be installed no closer to each other than nine feet (9'). Where this cannot be achieved, the sanitary sewer shall be constructed of pressure type pipe with watertight joints as used in water main construction for the nine foot (9') clearance. Unless sewer manholes are made watertight, the edge of the manhole shall be located at least nine feet (9') from the water lines. The following table shall be used in determining minimum separation distances of various cases. B. When new water mains are installed where existing sanitary sewers are located, and when the requirements outlined in W.12.1(A) cannot be met because of physical conditions, extra precautions shall be taken by centering the water mains so that the pipe joints are at a maximum distance from the sewer line, by encasing the sewer line with concrete, and by installing the water main above the sewer line whenever possible. Item 13 C. No physical connection shall be made between a drinking water supply, public or private, and the sewer or any appurtenance. Any facilities for permitting discharge of drinking water into the sewer of any appurtenance thereof shall be constructed so as to prevent any possibility of sewage entering the drinking water system. TABLE - SEPARATION OF WATER AND SEWER LINES Condition Location MATERIAL MINIMUM SEPARATION Comments Water Sewer Vertical Horizontal NEW WATER AND NEW SEWER SYSTEM Sewer force main and gravity sanitary sewer parallel to water main Water above Sewer Std CI DI PVC 150 psi 2 feet 4 feet Separate trenches Gravity sanitary sewer crossing water main Water above Sewer OR Sewer above Water Std CI DI PVC 150 psi 6 inches N/A Center one joint of sewer pipe on water main. Cement stabilize sand backfill 12 feet past joints. Gravity sewer crossing water main Water above Sewer Std ABS, Clay Concrete Composite 2 feet N/A Cement stabilize sand backfill initial backfill zone of sewer for 9 feet each side of crossing. Center one joint of sewer pipe on water main. NEW WATER AND EXISTING SANITARY SEWER New water parallel existing sewer Water above Sewer Std ABS, Clay, Concrete CI DI PVC 2 feet 4 feet If sewer shows no sign of leakage, then leave sewer alone. If sewer shows signs of leakage, then repair or replace. New water crossing existing sewer Water above Sewer Std ABS, Clay, Concrete Composite 2 feet N/A If sewer shows no sign of leakage, then leave sewer alone. If sewer shows signs of leakage, then repair or replace. New water crossing existing sewer Water above Sewer Std ABS, Clay, Concrete Composite 2 feet N/A Replace existing sewer with one joint CI, DI, PVC 150 psi, centering over water line. New water parallel to existing sewer Water above Sewer Std ABS, Clay, Concrete Composite 2 feet 4 feet Replace exist. sewer with CI, DI, PVC 150 psi, or cement stabilized sand backfill in initial backfill zone of sewer where parallel closer than 9 feet, or encase the water in 150 psi pipe two nominal sizes larger. Item 13 TABLE - SEPARATION OF WATER AND SEWER LINES (continued) Condition Location MATERIAL MINIMUM SEPARATION Comments Water Sewer Vertical Horizontal EXISTING WATER AND NEW SANITARY SEWER New sewer parallel to existing water Water above Sewer OR Sewer above Water Std CI DI PVC 150 psi 2 feet 4 feet Separate trenches New sewer crossing existing water Water above Sewer OR Sewer above Water Std CI DI PVC 150 psi 6 inches N/A Center one joint of sewer pipe in water line. New sewer crossing existing water Water above Sewer Std ABS, Clay, Concrete Composite 2 feet N/A Cement stabilized sand backfill initial zone of sewer for 9 feet each side of crossing. Center one joint of sewer pipe on water main. D. No sewer lines carrying domestic or industrial wastes shall cross suction mains to pumping equipment. Water lines shall not be installed closer than ten feet (10') to septic tank drain fields. E. Sanitary precautions, flushing, disinfection procedures and bacteriological sampling, as prescribed in AWWA Standards and these specifications for disinfecting water mains, shall be followed in laying water lines. F. Pipe shall not be laid in water or placed where it can be flooded with water or sewage during its storage or installation. G. Where water mains are laid under any flowing stream or semi-permanent body of water, such as marsh, bay or estuary, the water main shall be installed in a separate watertight pipe encasement or double valves shall be provided in the line on each side of the crossing with facilities to allow the underwater portion of the system to be isolated and tested to determine that there are no leaks in the line under water. All lines four inches (4") and smaller should be encased. H. New mains shall be thoroughly disinfected in accordance with AWWA Standards and these specifications and then flushed before being placed in service. Samples shall be collected for bacteriological analysis to check the efficiency of the disinfection procedure, which shall be repeated if contamination persists. I. No physical connection between the distribution system of a public drinking water supply and that of any other water supply shall be permitted unless such other water is of a safe, sanitary quality and the interconnection is approved by the Texas Department of Health Resources. Item 13 J. No water connection from any public drinking water supply shall be made to any sprinkling, condensing, cooling, plumbing or any other system unless the said connection is of such a design as will insure against any backflow or siphonage of sewage or contaminated water supply. K. The use of check valves, double check valves or backflow preventer is not considered as sufficient protection in separating potable and questionable water systems. W.13 CONNECTION TO EXISTING WATER MAINS: Where indicated on the plans and/or hereinafter specified, the Contractor shall connect the new main with existing mains or lines. The Contractor shall furnish all labor, materials, equipment, and services required for the locating and uncovering of the existing line, the making of cuts in the existing line, the removal, relocation, and connecting of the existing line into the new main and any and all appurtenant work required for a complete connection. Relocated mains or lines shall be laid so that all valves so relocated or installed shall be set vertically. Only such connections to existing mains as are necessary to load, test, and sterilize mains under construction with water from Owner mains will be permitted prior to the sterilization of new mains. All other connections to existing mains from a new main being constructed shall be made only after the new main has been adequately and satisfactorily sterilized and the Engineer or his Inspector has authorized the connections to be made. Contractors will be required to plug and block lines, crosses, tees, or other fittings installed in the new main to permit testing and sterilization prior to the making of connections. Such plugs and blocking shall be adequate to withstand a working pressure of 200 psi. Connections to an existing line shall be made with full body ductile iron tapping sleeve and valve. Tapping sleeves shall be Mueller Model #H-615, American Flow Control Model #’s 2800/1004 or U.S. Pipe Model #T-9. With prior approval by the City Engineer, stainless steel Smith Blair 623 may be allowed for connection to existing lines twenty-inch (20”) or larger. Approved valves are provided in Section W.14.1 of these specifications. Where cut-ins are made immediately adjacent to valves which are under pressure, the Contractor shall take all necessary precautions to brace such valves with temporary blocking and bracing which shall be ample size and properly placed to prevent movement or blowing off of any pipe, valves, or fittings due to water pressure on the main. Connections to existing water mains shall be made at the locations shown, as specified, and/or as directed by the Engineer. All such connections shall be made in a most expeditious and workmanlike manner to cause the least inconvenience to water customers and to traffic and shall be made at night unless otherwise approved by the Engineer. The detailed schedule of operations for making each connection shall be approved by the Engineer or his Inspector before any work thereupon is commenced. W.13.1 Pipe Handling: Proper implements, tools, and facilities shall be provided and used by the Contractor for the safe and convenient prosecution of the work. All pipe, fittings, and valves shall be carefully lowered into the trench piece by piece by means of derrick ropes or other suitable tools or equipment in such a manner as to prevent damage to pipe or pipe coating. Under no circumstances shall pipe or accessories be dropped into the trench. Item 13 At all times when pipe laying is not in progress, the open ends of the pipe shall be closed by approved means. No trench water shall be permitted to enter the pipe. All foreign matter or dirt shall be removed from the pipe, and it shall be kept clean by approved means during and after laying. No pipe shall be laid in water or when trench conditions are unsuitable for such work. Cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat workmanlike manner without damage to the pipe. Concrete pressure pipe shall not be cut on the job without the approval of the Engineer. W.14 VALVES: W.14.1 Gate Valves: In general, all gate valves shall conform to the Standard Specifications for Gate Valves for Ordinary Water Works Service, AWWA C-509, except for changes or additions specifically outlined as follows: Gate valves two-inch (2") to twelve-inch (12"), inclusive, shall be nut or hand wheel operated, as shown on the plans. Valves, excluding tapping sleeve and valves, larger than twelve inches (12”) may be Butterfly Valves. Valves shall have flanged or mechanical joint ends. Bell and spigot pipe will use valves with Class “D” bells conforming to the Standard Specifications for Cast Iron Pressure Fittings, AWWA C-100, or a mechanical joint casting conforming to American National Standard Specifications for a mechanical joint for Cast Iron Pressure Pipe and Fittings, ANSI A21.11 (AWWA C-111). Flanged pipe will use valves with flanged ends conforming to ANSI B 16.11 Class 125). All gate valves shall be epoxy coated body with resilent wedge. Valves must embody the best workmanship and finish, and open and close freely and easily. In closing, the gates must move without friction to their position opposite their ports, both discs being then closed squarely against the seat rings. When valves are in full opened position, the discs shall be raised clear of the water and provide an opening equal to the full normal diameter of the valve. Gate valves shall be tested at a hydrostatic pressure of 300 psi, and shall be guaranteed for 150 psi water working pressure. Any leakage at the pressures through any castings or between the bronze ring and the cast iron body shall cause the said casting or assembled fitting to be rejected. No plugging or patching to stop any leakage will be permitted. All gate valves shall open by turning counter-clockwise. All bronze metal used in the working parts of the valve, with the exception of the valve stem, shall have a tensile strength of 34,000 psi. Gate valves of the internal wedging type shall have solid wedges made of high grade bronze, having a tensile strength of at least 50,000 psi, with wide bearing surfaces of sufficient thickness to guarantee no bending or denting under abnormal strain, and such bearing surfaces shall be ground to flat surfaces on each face. The wedges in valves twelve-inch (12") and over may be trimmed with a heavy bronze mounting. Gate valve stems or spindles shall be of high-tensile strength manganese bronze, or other non-corrodible metals as specified in ASTM B 584 CDA 844. Item 13 A specimen cut from any portion of the stem or spindle and machined to dimensions as in Figure 3, 4, or 5, "Standard Methods of Tension Testing of Metallic Materials", pages 699 and 700, A.S.T.M. Standards 1946, Part 1-A Ferrous Metals, shall produce tensile properties not less than those shown in Table II, under "Standard Specifications for Manganese Bronze Rods, Bars and Shapes", A.S.T.M. Designation B 138. A thrust collar on the spindle shall be cast integral with the spindle. A spindle having a thrust collar fastened or upset by any mechanical means is not acceptable. (There shall be provided a stem collar bushing suitably machined, to permit repacking the valve when it is in full open position. The stuffing boxes and glands shall be bronze bushed). The manufacturer shall be required to furnish the Owner with certified copies of the hydrostatic tests and physical test of all metals used in the manufacture of the valves. Detail prints shall be furnished on all valves. Gate valves (including tapping sleeves and valves) shall be Mueller Model Series 2360, M&H Model Series 4067/7571 or American Flow Control Model Series 2500. W.14.2 Butterfly Valves: In general, all butterfly valves and actuators shall conform to AWWA Standard for Rubber-Seated Butterfly Valves, AWWA Standard C 504 except for changes or additions specifically outlined as follows: Butterfly valves may be used for valves, excluding tapping sleeve and valves, larger than twelve inches (12”). Manholes shall be constructed if required by the City Engineer or his/her designee. The valve body shall be short body, flanged and made of cast iron or ductile iron. Flange holes shall be drilled full size. Valve seats shall be natural rubber or Buna-N and polished stainless steel, Type 304 or 316, 90° seating angle only with a 360° uninterrupted seating surface. Shafts shall be Type 304 or 316 stainless steel. Shaft seals shall be standard split-V packing or double O-ring seal cartridges. Discs shall be ductile iron, cast iron or fabricated steel. Operating nuts shall be ductile iron. Valves shall have flanged or mechanical joint ends or any combination of these as may be specified. A. Mechanical joint ends shall conform to AWWA Standard C 111 (ANSI A21.11). B. Flanged ends shall conform to AWWA Standard C 110 (ANSI A21.10), Class 250 lb. C. Bolts and nuts for mechanical joints shall be high-strength, low-alloy corrosion-resistant steel conforming to ASTM A 325 (Type 3). D. No flanged by slip-on or slip-on by slip-on ends allowed. Manual Valve Actuators shall conform to the latest revision of AWWA Standard C 504 and shall be sized for the maximum valve torque requirements based on the operating pressures and flow rates as specified. The valve actuator shall be designed to hold the valve in the any intermediate position between fully opened and fully closed without creeping and fluttering. Actuator shall be located at the right end of a horizontal shaft. The input shaft shall be vertical and upward. Item 13 Actuators shall be totally enclosed worm gear type and traveling-nut type Limitorgue, Type HBC or approved other. The valve shall close by turning the input shaft clockwise. All hand wheels shall turn clockwise to close the valve. The manufacturer shall be required to furnish the Owner with certified copies of the hydrostatic tests and physical test of all metals used in the manufacture of the valves. Detail prints shall be furnished on all valves. Butterfly valves shall be Mueller Model Series 3211 or M&H Model Series 4500/1450. W.14.3 Distribution System and Fire Hydrants Lead Valves: All hydrants lead valves and distribution system valves through twelve inches (12") in size shall be full opening, from body, non-rising stem, resilient seated wedge type valves equal or exceed applicable AWWA Standards, C509. They shall be so designed that a complete ZERO leakage shutdown may be effected with flow in either direction at pressures of up to 200 psi, which shall be the working water pressure rating of the valves. When fully opened, valves shall have a smooth, unobstructed waterway. All internal ferrous metal surfaces shall have an approved epoxy coating to provide a corrosion resistant barrier between the base metal and the surroundings. The epoxy coating shall be applied holiday free to a thickness of not less than 4 mils, shall be nontoxic after application and impart no taste to water. Valves shall have two (2) or more "O"-ring stem seals. The stem shall have the thrust collar and bearing surfaces isolated from the waterway and provided with continuous lubrication, or it shall be provided with non-corrosive thrust bearings above and/or below the thrust collar. They shall be capable of being repacked in the fully open position, under pressure as stipulated in paragraph 16.5, AWWA C500. Valves shall have flanged or mechanical joint ends. Bell and spigot pipe will use valves with Class “D” bells conforming to the Standard Specifications for Cast Iron Pressure Fittings, AWWA C-100, or a mechanical joint casting conforming to American National Standard Specifications for a mechanical joint for Cast Iron Pressure Pipe and Fittings, ANSI A21.11 (AWWA C-111). Flanged pipe will use valves with flanged ends conforming to ANSI B 16.11 Class 125). All valves shall open by turning left and shall have a two-inch (2") square nut or be hand wheel operated as shown on the plans. Contractors or suppliers shall furnish a detailed drawing that lists applicable ASTM numbers of all components. All valves shall have nitrile, Buna-S, or EPDM or Urethane rubber seating materials. All valves shall have high strength NDZ Bronze stem. All bonnet bolts and nuts, "O"-ring plate bolts and nuts shall be stainless steel. Item 13 All tapping sleeve bolts and mechanical joint bolts for valves shall be Cor-ten or approved other. W.14.4 Air Release Valves, Air/Vacuum Valves: Air release valves, when shown on the plans or required, shall be the float and lever type, as is manufactured by the GA Industries, Inc., or approved other, or the air/vacuum type as is manufactured by the GA Industries, Inc., or approved other. The inlet ends will be screwed for two-inch (2") and smaller, and flanged for three inches (3") and larger. Valves shall be equipped with a regulated closure device to prevent the valve from being slammed shut. W.14.5 Installation of Gate Valves: All valves shall be installed as shown on the plans. For each gate valve the Contractor shall furnish and install a valve box pad. No valves shall be in curbs. Valve boxes shall be three (3) piece screw type cast iron of the extension type and shall be similar to Mueller No. H-10360 or an approved other. The three (3) pieces shall consist of the top section, bottom section and cover. Extensions shall be provided as required. For three-inch (3") and smaller valves Mueller No. H-10366 or approved other will be acceptable. For fourteen- inch (14") and sixteen-inch (16") valves Mueller No. H-10357 with No. 160 base or approved other shall be furnished and installed. For sixteen-inch (16") and larger valves, manholes may be required as specified on the plans. Valves shall be carefully handled and lowered into position in such a manner as to prevent damage to any parts of the valve. Valves shall be placed in such positions as indicated on the plans with the stem in a vertical position and securely held until all connections have been made. Gate valves and pipe fittings shall be set and jointed to new pipe in the manner herein specified for cleaning, laying, and jointing pipe. Hub ended valves shall be jointed to pipe only with lead joints. Flanged and mechanical joint valves will be preferred where suitable. Cast iron valve boxes shall be firmly supported and maintained centered and plum over the wrench nut of the gate valve. The box cover shall be set flush with the surface of the ground or at such other level as may be directed. Concrete blocks shall be constructed around the top of the valve box. The concrete block shall be six inches (6") thick, by twenty-four inches (24") square outside dimensions 3000 psi strength concrete. All settlement shall have occurred or be obtained prior to the placement of the concrete block. The top of the valve box shall be flush with the finished grade of the concrete block and the surrounding terrain. All valves shall be marked with a saw on the curb or pavement with “V”. The “V” shall point to the location of the valve as follows: If the valve is in the paving, the “V” shall be marked upright; if the valve is outside the paving, the “V” shall be marked upside down. Item 13 W.15 FIRE HYDRANTS: Fire hydrants, when required and when shown on the plans, shall conform strictly to AWWA Specifications C-502, Fire Hydrants for Ordinary Water Works Service, with the following supplementary details and changes or additions. A. Fire hydrants shall meet the requirements of the Texas Fire Insurance Division of the State Board of Insurance Commissioners. B. Type of shut-off may be compression type with the flow. C. Unless otherwise ordered inlet connection shall be six-inch (6") standard mechanical Joint hub, complete with all joint accessories. Inlet valve shall have not less than a five and one- quarter inch (5-1/4") opening. Hydrant barrel I.D. shall not be less than seven and one- quarter inches (7-1/4"). D. All hydrants shall be equipped with two (2) hose nozzles and one (1) steamer nozzle. The hose nozzles shall be two and one-half inches (2-1/2") nominal I.D. National Standard Thread. Pumper nozzle shall be four inches (4-1/2") nominal I.D. National Standard Thread. All nozzles shall be mechanically attached with a Storz unit which includes a cap. E. Unless otherwise approved, hydrants shall be furnished for a five-foot (5') depth of bury. F. One extension up to a four-foot (4’) extension shall be permitted. Anything requiring more than a four-foot (4’) extension will require a special order fire hydrant. G. Reserved. H. Positive operating drain valve or valves shall be provided to drain the hydrant properly. The seat of the drain valve shall be bronze (or other corrosion-resistant material), fastened securely to the hydrant. Stem threads shall be sealed away from water. I. All fire hydrants shall open by turning to the left (counter-clockwise). J. All fire hydrants shall be painted with two (2) coats of Tnemec Series 530 1201 Omnithane Aluminum / Matte, Silver over one (1) shop coat of red lead paint. K. When a color code other than aluminum is required the top bonnet, including the lip and all nozzle caps shall be painted the appropriate color. Water Main Size: 6” - Tnemec Series 2H Hi-Build Tneme-Gloss, Candy Apple Red; 8” - Tnemec Series 2H Hi-Build Tneme-Gloss, True Blue Safety and for 12” & larger mains - Tnemec Series 2H Hi-Build Tneme-Gloss, Safety Yellow. L. Hydrants shall be of the breakable type, designed to break approximately three inches (3"), but not over five inches (5") above the ground line. These parts shall be of the breakable flange type, or breakaway lug. Breakable flanges screwed to the standpipe are not acceptable. Flanges shall be so designed that an end wrench can be used on the nuts and bolts. Provision shall be made in the design of the stem to disconnect the stem from the hydrant parts above the standpipe break-point in the event of a traffic accident. If breakable or sleeve type couplings are used, they shall have sufficient torsional strength such that a torsional failure of the stem will occur at some point other than at the coupling. Item 13 Design of the coupling shall be such that when the coupling is broken no parts will come loose and fall into the hydrant, and the break will not occur through the pins or bolts holding the coupling to the stem. M. All hydrants shall be capable of being extended to accommodate future grade changes. N. Main valve seats on compression type hydrants closing with the flow shall be of such design that incorrect positioning is impossible and that the threads will be adequately guided into position. Arrangements shall also be made to hold the main valve gasket in place during assembly. Stainless steel bolts shall be furnished on the lower barrel to shoe connection. O. Gaskets furnished for ground line flanges shall be full face or shall be recessed to hold the gasket in place. P. "O"-rings may be furnished in lieu of packing. They shall be the double "O"-ring type, designed so that the rubber rings move against a bronze surface. All hydrants must have travel stop device. Those using stem nut must be capable of being removed without any special tools. Any packing gland nut must be bronze. Q. Hydrants must be so constructed that the nozzle may be faced in any direction and located eighteen inches (18") from ground line. R. Each hydrant must have a sealed oil reservoir to provide positive lubrication of stem threads and bearing surfaces each time the hydrant is operated or shall be provided with a lifetime lubrication system contained in a grease chamber filled with an all temperature (-50°F to +125°F) grease. Addition of lubricant shall be through either an allen screw, a grease fitting or a flat head screw. Parts removal will not be acceptable. S. All hydrants must be equipped with a weather cap to prevent water from entering the bonnet. T. Each hydrant shall have a 4 mil epoxy coating on the interior of the shoe. U. Fire Hydrants shall be Kennedy or American Flow Control (Waterous) Traffic Model WB-67- 250. Iron or steel stems shall have bronze or stainless steel metal sleeve where passing through stuffing box or "O"-rings. Operating threads must be sealed against contact with the water at all times regardless of open or closed position of the main valve. V. The hydrants shall close with the pressure and shall have either a bronze cap not to seal the bottom end of stem threads against contact with water, or the stem shall not penetrate the lower valve plate. W. A Blue Stimsonite, Fire-Lite reflector model 88-SSA (or approved other) shall be placed just off center of the street or fire lane opposite fire hydrants. At intersections, reflectors shall be placed on both roadways opposite fire hydrant. W.15.1 Fire Hydrant Installation: Fire hydrants shall be located as shown on the plans or as directed by the Engineer and shall be set truly vertical with the base. Pipe joints shall be made as specified for pipe laying. The hydrants shall be carefully and substantially blocked against firm trench walls with sound stone, sound slabs of or 3000 psi concrete, but no additional pay will be allowed for same. Item 13 W.16 SERVICE CONNECTIONS: Water service connections shall be made by tapping the mains at specific points as designated by the Engineer. Service taps shall be made after the mains have been laid. The work shall be done by experienced workmen with suitable tapping machine and tools. A tapping saddle shall be used to connect service lines to pipe mains. To give ample space for expansion, the copper service pipe shall be connected to the corporation cock at the main and laid in the trench so that the service pipe will weave from one side of the trench to the other side of the trench and back in a distance of ten feet (10'). The service pipe shall be placed at a minimum depth of twenty-four inches (24") under the finished grade except where the service pipe shall pass under the curb. At this point the service pipe shall be a minimum of twenty-four inches (24") under the top of the curb or a minimum of six inches (6") under the bottom of the curb and gutter section, or lime stabilized subgrade whichever is greater. Excessive bending of the pipe, which will injure or reduce the cross sectional area of the pipe, will not be permitted. The length of the service line shall extend from the main to a point two feet (2') back of the street curb at a depth of twelve inches (12”) where curb exists or to the property line if no curb exists, unless shown otherwise on plans. Line shall be continuous with no fittings under paving. If there is a curb, the curb shall be saw cut with "I" in good quality blue paint at the point where the service pipe passes the curb. All water line services shall be located 2 feet from property lines. All services shall be 1” or larger as shown on the engineering drawings. The subdivision plans shall be revised to indicate water service location as installed and shall indicate field measurement on ties to at least one (1) property corner. Water services shall be one inch or larger. The use of bull heads are not allowed. Meters will be installed on size of service feeding it. Item 13 W.16.1 Service Materials: The service pipe shall be minimum one inch (1”) or larger as shown on the engineering drawings for all residential properties and located two feet off the property line. Poly pipe, and shall conform to A.S.T.M. D2737 working pressure of 200 psi at 23 C,SDR 9, AWWA C901. Service materials shall be as shown in the following table: TABLE – SERVICE MATERIALS Part Size Manufacturer/Model # Ford Cambridge A.Y. McDonald CC PLUG 3/4" F1000-3 302-A3H3 4701T/4701-22 (AWWA 1" F1000-4 302-A4H4 4701T/4701-22 TAPER X 1-1/2" N/A N/A 4701T/4701-22 COMP) 2" N/A N/A 4701T/4701-22 CC BALL 3/4" FB1000-3 301-A3H3 4701BT/4701B-22 (AWWA 1" FB1000-4 301-A4H4 4701BT/4701B-22 TAPER X 1-1/2" FB1000-6 301-A6H6 4701BT/4701B-22 COMP) 2" FB1000-7 301-A7H7 4701BT/4701B-22 ANGLE VALVE 3/4" BA43-333W 210-H3T3 4602BT/4602B-22 (COMP X 1" BA43-444W 210-H4T4 4602BT/4602B-22 METER 1-1/2" FV43-666W N/A 4602BT/4602B-22 TAIL OR FL) 2" FV43-777W N/A 4602BT/4602B-22 CC TAP. SAD. 4-12" 202B (4-30") N/A 3825 Sand embedment shall be used around the pipe, gravel shall be used around the corporation stop with minimum 3 inches under the meter. Water meter boxes shall be furnished and set on each service. One-inch (1”) water meter boxes shall be DFW Plastics Model # DFW-16 AMR with a 1600 AMR Bloc solid lid or approved equal. One and a half-inch (1½”) and two-inch (2”) meter boxes shall be DFW Plastics Model # DFW- 65C Black or approved other. All meter boxes shall have AMR slide mount molded or screwed in to the lid. All domestic water meters greater than two-inch (2”), shall be installed in a vault as per Standard Construction Detail W15. W.17 CLEAN-UP: During construction the Contractor shall maintain the premises in an orderly, neat, and presentable manner. Scraps and debris shall not be left scattered but shall be assembled together and such as are unusable shall be moved from the premises or disposed of to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before final acceptance by the Owner. This cleanup shall include among other things, left over construction materials, equipment, scraps, removal of all objectionable rocks, pieces of concrete, and other debris. Earthwork shall be smoothed and graded to the lines shown on the plans. Backfill over all trenches shall be left in a uniform and neat condition. Item 13 Disposal is not to be made on adjacent private or public property without written permission filed with the Engineer. If permission is granted by the property owners, the material so disposed of is to be leveled and left in a condition satisfactory to the Engineer. W.18 STERILIZATION OF WATER MAINS: During the construction operations workmen shall be required to use utmost care to see that parts of the structures, inside of pipes, fittings, jointing materials, valves, etc., the surface of which come in contact with Owner's water are maintained in a sanitary condition. Every effort must be made to keep the inside of the pipe, fittings, and valves free of all foreign matter, sticks, dirt, rocks, etc. As each joint of pipe is being laid it must be effectively swabbed so that all foreign matter is removed. All fittings and exposed open ends of pipe must be blocked or capped until the line is completed. Prior to any sterilization, pressure testing or flushing a Testing Program will be submitted to the Town showing total footage of pipe to be tested, locations of blow offs and designating sample locations to be used. Test locations will be clearly marked and numbered using half sized drawings of the proposed improvements. The line shall be flushed out, completely replacing its entire volume with water from the Owner's mains. Once the line has been filled, all flushing is required to be metered, and paid for by the contractor at the current residential rate. Meters will be furnished by the Town for blow offs as shown on the Testing Program. There will be a charge of $25.00 for each 1” meter and normal rates deposits will apply for moving fire hydrant meters. B. Chlorine will be injected into the section of line being sterilized so that its entire capacity will be filled with water containing chlorine in the amount of fifty (50) p.p.m. or in such other quantity as determined by the Engineer. The sterilizing agent shall be introduced at one end of the section and the water released from the opposite end until the sterilizing agent is present at the discharge end in such quantity as to indicate a residual-chlorine of fifty (50) p.p.m. or as otherwise determined by the Engineer. All valves shall then be closed and the sterilizing solution permitted to remain in the pipe line section for not less than twenty-four (24) hours. C. At the end of the sterilizing period the sterilizing solution shall be discharged from the pipe and replaced with water direct from a main of the Owner. D. A sample of water from the sterilized main shall be taken from a suitable tap under the supervision of the Engineer or his Inspector and submitted to a TCEQ approved testing laboratory. If the test shows a satisfactory quality of water, the line so sterilized shall then be placed in service by the Contractor who shall notify the Water Superintendent and assist the Water Superintendent in location and operation of all valves installed by the Contractor. If the sample shows unsatisfactory quality of water, the process of sterilization shall be repeated until satisfactory water is obtained. The lines shall be disinfected in accordance with AWWA C651, latest revision thereof. Prior to opening the new water lines water residuals will be taken to insure water quality. E. Sterilization of the line or any section thereof shall not be commenced until the Engineer's approval of the method, apparatus, sterilizing agent, and the section of the line has been obtained. Item 13 G. Test samples will be done to meet the TECQ requirements and test stations will be the contractor’s responsibility. When additional taps are required to meet sampling frequency the contractor shall submit his procedure for the Towns approval. Samples will be taken at 1,000 lf and with the Towns inspector present. Samples will be wrapped by the Town’s Inspector with tamper proof tape prior to leaving the construction site. W.19 INSPECTION AND TESTS: Tests and inspection will be made on the entire project by sections designed by the Engineer to ascertain that the main is in an acceptable condition to perform the function for which it was designed and constructed. The City will furnish the Inspector to observe the construction of the project on a routine basis. No final acceptance will be given until the entire project has been completed; including all tests conducted and passed as may be required. W.19.1 Inspection – General: During the process of unloading, all pipe and accessories shall be inspected by the Contractor for loss or damage in transit. No shipment shall be accepted by the Contractor until notation of any lost or damaged material shall have been placed on the bill of lading by the agent of the carrier. All pipe and accessories shall be laid, jointed, tested for defects and for leakage with pressure, and chlorinated in the manner herein specified in the presence of the Engineer or his authorized Inspector and subject to their approval. All material found during the progress of the work to have cracks, flaws, or other defects will be rejected by the Engineer, and the Contractor shall promptly remove from the site of the work such defective material. The Contractor shall be responsible for all material furnished to him or by him and shall replace at his own expense all such material that is found to be defective in manufacturing or that has become damaged in handling after delivery by the manufacturer. The Contractor shall be responsible for the safe storage of material furnished by or to him until it has been incorporated in the completed project. Pipe fittings, valves, and other accessories shall be unloaded at the point of delivery, hauled to, and distributed at the site of the project by the Contractor. They shall, at all times, be handled with care to avoid damage. In loading and unloading they shall be lifted by hoists, slid or rolled on skidways in such a manner as to avoid shock. Under no circumstances shall they be dropped. Pipe handled on skidways must not be skidded or rolled against pipe already on the ground. In distributing the material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. Pipe shall be handled in such a manner that a minimum amount of damage to the coating will result. Damaged coating shall be replaced in a manner satisfactory to the Engineer. Item 13 Pipes shall be placed on the site of the work parallel with the trench alignment and with bell ends facing the direction on which the work will proceed unless otherwise directed. The interior of all pipe, fittings, and other accessories shall be kept free from dirt and foreign matter at all times. W.19.2 Visual Inspection: During the course of the construction, the Inspector will make continuous routine inspection to ascertain that the project is being constructed in accordance with the plans and specifications and that the materials are of the type and kinds specified. Upon completion of the project, or part of the project, the Engineer, or his authorized representative (the Inspector) in the company and a representative of the Contractor (usually the job foreman) will make a visual inspection of all the project, or a part of the completed project, checking the following items: A. Verify that all ditches are properly backfilled and compacted to these specifications. B. Verify that all lines are loaded and pressurized from the Owner's system. Blow all fire hydrants and test coppers to bleed off air and to flush out lines. Large leaks should show at this stage. C. Check all valves for location of vertical stacks on valve stems and uncover if found buried to verify if the valves are operable and to determine whether they are open or closed and that they cannot circulate into lines that are in service. No bells are allowed on the vertical stacks. Old valves being replaced must be checked before use to ascertain that they do not leak more than the allowable, as established in AWWA C500. D. Locate, uncover and remove all chlorination and test coppers. E. Verify that full pressure has been left on all lines after loading. F. Verify that all special structures, such as bored or tunneled section, manhole or access to the encasement pipe, are properly constructed and ready for the hydrostatic test. On all flexible pipe check to verify that deflection does not exceed the allowable for the materials. G. When the above items have been checked, and corrections made, if any, the Inspector will notify that the hydrostatic test can be made and the Contractor shall proceed to make the test. W.19.3 Hydrostatic Test: Before being accepted, all ductile iron, and polyvinyl chloride pipe lines constructed under this contract shall be tested with a hydraulic test pressure of 200 psi, maintained over a period of three (3) hours. Concrete pressure pipe shall be tested with a hydraulic test pressure of one- hundred twenty percent (120%) of the design pressure. Please see W.18 for the testing program. After the pipe has been laid and backfilled but prior to replacement of pavement each valved section of newly laid pipe shall be subjected to a hydrostatic pressure test. For any section being Item 13 tested the pressure applied shall be such that at the lowest point in the section the pressure shall be a minimum 200 psi Adjustment as required shall be made for differential in elevation between the low point of the section being tested and the centerline of the pressure test gauge. Each valved section of pipe shall be slowly filled with water, and the specified test pressure, measured to the point of lowest elevation shall be supplied by means of a pump connected to the pipe in a satisfactory manner. The pump, pipe connection, and all necessary apparatus including gauges and meters shall be furnished by the Contractor. The Owner will furnish water for filling lines once through existing mains. All water discharge for filling the line will be monitored by use of meters.The duration of each pressure test shall be three (3) hours. Before applying the specified test pressure all air shall be expelled from the pipe. To accomplish this taps shall be made, if necessary, at the points of highest elevation and afterwards tightly plugged. At intervals during the test the entire route of the pipe line shall be inspected to locate any leaks or breaks. Any defective joints, cracked or defective pipe, fittings, or valves discovered in consequence of this pressure test shall be removed and replaced with sound material in the manner provided, and the test shall be repeated until satisfactory results are obtained. No pipe installation will be accepted until the leakage is less than a rate equal to twenty-five (25) gallons per inch of nominal diameter per mile of pipe over a twenty-four (24) hour period. Factors for leakage are shown on the following table: TABLE – LOSS BASED ON 24 HOUR TEST AND 25 GALLON LIMIT Pipe Diameter D (Inches) Loss Factor (Gallons) 6 0.00355(L) 8 0.00473(L) 12 0.00710(L) 16 0.00947(L) 18 0.01065(L) 20 0.01184(L) 24 0.01420(L) 30 0.01776(L) 36 0.02131(L) 48 0.02841(L) Should any test of pipe in place disclose leakage greater than that specified, the Contractor shall at his own expense locate and repair the defective joints until the leakage is within the specified allowance. Leakage is defined as the quantity of water supplied into the newly laid pipe, or any valved section of it, necessary to maintain the specified leakage test pressure after the pipe has been filled with water and the air expelled. Item 13 W.19.4 Compaction Test: Frequency of tests shall not be less than one (1) for any pipe section and every three hundred linear feet (300’) linear feet of main pipe per two feet (2’) of lift until final grade, starting at two feet (2’) above the top of pipe. Water services are to be tested at a rate of one (1) for every six (6) services which cross the proposed right of way or every three hundred linear feet (300’) of water service installed. Every other fire hydrant lead that cross the existing or proposed street, alley, or firelane subgrade shall also receive at least one set of density tests. All ditches shall be mechanically tamped and compacted to ninety-five percent (95%) Standard Proctor Density at zero percent (0%) to four percent (4%) above optimum moisture. Water jetting is not permitted. If there is any doubt in the opinion of the Engineer that the compaction requirements as stipulated have not been met, then the Engineer may order such Density Test made by a soils engineering firm at the expense of the Owner. If these tests prove that the backfill is not of sufficient compaction, then the Contractor will be required to remove the backfill and replace the backfill properly compacted to obtain the value required or re-compact to secure the compaction required. If a retest indicates that compaction is not satisfactory, the retest will be at the Contractor's expense. W.20 MEASUREMENT AND PAYMENT: The bid items include the work of every nature required for the completion of the job in every respect except as may be otherwise provided for in these specifications. The Contractor shall include the furnishing of all materials and labor, including any incidental labor, in his bid prices. Trenching and Backfill: A. Trench excavation for water mains will not be paid for directly but will be included in the price bid per linear foot for the various sizes of water pipe. B. Unclassified excavation is not a pay item and will not be paid for directly but shall be included in such other items as are provided. C. Payment for all special excavation, if applicable, will be in addition to the price bid for pipe line in normal excavation and will be per linear foot of trench or special excavation. D. Sheathing left in place will be paid for by the cubic yard in place, per M.C.B.M. E. Backfilling will not be paid for directly but will be included in the unit price bid per linear foot for the various sizes of pipe. Fifteen percent (15%) of the price bid for water mains complete in place may be withheld for incomplete or unacceptable backfill. F. Gravel cushion, granular backfill, concrete cushion, and concrete encasement shall be paid for at the unit bid price per cubic yard in place in the fill, unless shown on the plans to be included in other items of construction on the project. G. Tunneling, boring, and/or jacking shall be paid for at the unit bid price per linear foot. Where casing is required to be placed by tunneling, boring or jacking, the casing and furnishing the casing complete in place and will be paid for at the unit bid price per linear foot. Item 13 H. Casing of water pipe shall be paid for at the unit bid price linear foot in place if placed in open cut. If in tunnel or by boring or jacking see above. I. Concrete encasement measurement and payment will be made by the cubic yard in place. J. The minimum width of asphalt pavement replacement will be as follows for the size pipe shown as installed. All pavement replacement outside these limits will be at the Contractor's expense. MINIMUM WIDTH FOR ASPHALT Pipe Diameter D (Inches) Pavement Replacement (Inches) 2 30 4 36 6 36 8 42 10 44 12 46 16 and above Pipe O.D. + 30 Pipe: Pipe will be measured from center of fitting to center of fitting or end of pipe without any deduction for the length of intermediate fittings or valves. Payment will be made at the price bid per foot for furnishing and installing pipe, which bid price will include all costs for the complete pipe installation, including trenching and backfill, and shall include all work not otherwise provided for in these specifications. Fittings: Payment for cast iron or ductile iron fittings will be at the unit price per ton bid for such work. This shall include the furnishing and installation of the fitting. This unit price shall also include the cost of concrete backing or blocking or restrained joints. Weight shall be determined from the manufacturer's catalogs. No separate payment will be made for galvanized pipe fittings. If mechanical joint fittings are used, payment will be based on weights of mechanical joint fittings and joint accessories. Restrained Joints: No separate payment will be made for restrained joints or fittings, valves, etc. including required joints on straight pipe. Concrete Backing: No separate payment will be made for concrete backing or blocking of fittings, valves, etc. The Contractor shall include such costs in the price bid for setting fittings, valves, etc. Polyethylene Encasement: The cost of the polyethylene tube wrap and complete installation shall be included in the unit price bid for the furnishing and the installation of ductile iron pipe, related fittings, and valves. Item 13 Connections to Existing Mains: Payment for valves, fittings, pipe, etc., will be made at the unit price bid for the various items. No additional payment will be made for "DRY" connections, but a lump sum will be paid for each "WET" connection made as specified in these specifications. Valves and Tapping Sleeves & Valve: Shall be paid for at the unit price bid for each. Price shall include the cost of the valve or tapping sleeve & valve, as well as the valve box and labor complete in place. Fire Hydrants: Payment for the furnishing and installing of fire hydrants will be made at the unit price bid, complete in place. Water Service: Water services will be paid for as a lump sum bid for each water service connection. The lump sum will include tapping the main, furnishing and installing the corporation stop, curb stop, meter box, and the copper service line necessary to meet the specifications. The lump sum bid shall also include all necessary labor and the marking of curb when a curb exists. Sterilizing: No separate payment will be made for sterilizing the main. The cost of such work shall be included in the price bid for pipe in place. Hydrostatic and Compaction Tests: No separate payment will be made for the tests. The cost of the tests shall be included in the bid price for pipe in place. Item 13 SECTION GN CONSTRUCTION / GENERAL NOTES Revised August 2012 Item 13 CONSTRUCTION / GENERAL NOTES Section Page GN.1 Description ............................................................................ G.1 GN.2 Water System........................................................................ G-2 GN.3 Sanitary Sewer System ........................................................... G-8 GN.4 Storm Sewer System .............................................................. G-11 GN.5 Paving System ....................................................................... G-13 GN.6 Franchise Utility Installation .................................................... G-29 GN.7 Utility Crossings ..................................................................... G-30 GN.8 Erosion Control ...................................................................... G-31 Item 13 TOWN OF PROSPER CONSTRUCTION / GENERAL NOTES GN.1 DESCRIPTION 1. It is not the intent of these construction notes to cover all details and/or specification requirements of the Town of Prosper. All work and materials shall be in accordance with the Town’s standard specifications, general design standards, ordinances, rules, policies, requirements and regulations, as well as any other applicable state and/or federal rules, regulations and/or requirements, as they exist or may be amended. Engineering drawings shall govern for construction of all Civil Improvements. 2. The existence and locations of all underground utilities shown (main lines, no lateral or services shown) on the drawings were obtained from available records and are approximate. Neither the owner nor the engineer assumes any responsibility for utilities not shown or not in the location shown. The Contractor shall determine the depth and location of existing underground utilities prior to trenching and shall be required to take any precautionary measures to protect all lines shown and / or any other underground utilities not of record or not shown on the plans. Contractor shall be responsible for contacting all franchise and Town utilities prior to construction. 3. Any Contractor / Subcontractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations. Said existing improvements shall include but not be limited to berms, ditches, fences, and plants. Any removal or damage to existing improvements shall be replaced or repaired by the Contractor at his expense and shall be approved by the Town of Prosper. 4. All construction, testing, and materials shall meet or exceed all requirements of the Town of Prosper. All submittals must be originals with signatures where applicable; facsimiles or emails shall be followed up with originals. 5. All testing shall be done by an approved laboratory at the expense of the Contractor. The Town will only accept signed original copies of all testing reports for review. 6. The Developer or his/her designee shall be responsible for furnishing and installing all temporary and permanent traffic control in accordance with the minimum requirements of the latest revision of the Texas Manual on Uniform Traffic Control Handbook. All reference for using Texas Department of Transportation Item 13 (TxDOT) standards and construction details shall be the latest revisions and/or amendments thereof. The Town of Prosper uses raised pavement markings (buttons) for striping and thermoplastic markings in lieu of paint. The minimum sign size shall be the standard size in the manual. Details are available upon request for the type of button patterns and posts and connections required for the signs. 7. The Contractor shall make every effort not to impede traffic on existing streets, alleys, or fire lanes open to the public. In the event the construction work requires the closure of an existing street, alley, or firelane, the Contractor shall request the road closure through the Town. If the closure eliminates the second point of access to existing buildings with a certificate of occupancy, then the access may not be closed for more than forty-eight (48) hours and will require Fire Chief/Fire Marshal approval in either case. Unless otherwise specified by the Town, all other streets or alleys may not be closed for more than seventy-two (72) hours. GN.2 WATER SYSTEM General Notes 1. All tapping sleeves and valves shall be full body ductile iron. With prior approval by the Town Engineer, stainless steel Smith Blair 623 may be allowed for connection to existing lines twenty-inch (20”) or larger. 2. Valves shall be Mueller Model Series 2360, M&H Model Series 4067/7571 or American Flow Control Model Series 2500. - 150 psi test. 3. Fittings shall be of the mechanical joint type, flanged where applicable, and be manufactured by US Pipe, American, or other as approved by the Town – Class 250. All fittings shall be restrained by the use of Mega- Lugs or approved other and concrete thrust blocking. All concrete shall be designed with appropriate sulfate resistant cement or equivalent based on local soil conditions. 4. Fire hydrants shall be Kennedy or American Flow Control (Waterous) traffic model WB 67-250, three-way standard thread with valve in lead or approved other. All main steamer nozzles shall have a nominal inside diameter of four inches (4-1/2”) with a Storz capped. 5. Water lines in the area of storm drain inlets shall be constructed behind the inlet by pulling the pipe using longitudinal bending in accordance with the manufacturer’s requirements. Fittings may be used if bending is impractical; consult with the project Town Construction Inspector. Item 13 6. Water lines crossing under storm drains and sanitary sewer lines shall have a minimum of eighteen inches (18") clearance below storm drains and twenty-four inches (24”) clearance below sanitary sewer lines or otherwise as governed by Texas Commission on Environmental Quality (TCEQ) Chapter 290 requirements. Parallel water lines shall be at least nine feet (9’) clear horizontally to sanitary sewer lines and manholes. Where minimum clearance cannot be achieved, water lines shall be encased six inches (6”) around in concrete to ten feet (10’) either side of the utility crossing. Where water lines cross creeks or ditches the water line shall be protected by concrete encasement at least ten feet (10’) past the embankment slope on each side. 7. Water mains: All water mains shall have a minimum of forty-eight inches (48") cover over the top of the pipe. All new water mains shall be PVC pipe in accordance with the following: C900 DR 18 for four-inch (4") to eight-inch (8"), C900 DR 18 for twelve-inch (12"), and C905 DR 18 for over twelve-inch (12"), all “blue” in color as per Town specifications; the pipe shall be laid on a minimum of class “F1” embedment (see Standard Construction Detail No. W10). Water mains up to twelve inches (12”) shall be installed two feet (2') back of curb; mains larger than twelve inches (12”) shall be installed at least three feet (3’) from the back of curb depending upon conditions. Detectable Metallic Tape (“Blue-Caution Buried Water Below” or approved other) shall be installed after initial backfill on approximate centerline of pipe and prior to final backfill above all PVC mains. 8. The Contractor shall install fire hydrants at the locations shown. A M.J. and flanged tee with a flanged end to M.J. gate valve is required so that the gate valve is anchored to the main. 9. Fire hydrants shall be painted as follows: A. Tnemec Series 2H-Hi Build Tnene-Gloss, Candy Apple Red/safety for six-inch (6”) mains. B. Tnemec Series 2H Hi-Build Tneme-Gloss, True Blue Safety for eight-inch (8”) mains. C. Tnemec Series 2H Hi-Build Tneme-Gloss, Safety Yellow for twelve-inch (12”) or larger water mains. All hydrants shall be painted with two coats of Tnemec Series 530 1201 Omnithane Aluminum / Matte, Silver Paint. When a color code other than aluminum is required, the top bonnet, including the lip and all nozzle caps, shall be painted the appropriate color. Item 13 10. All bolts and nuts used with mechanical joint fitting shall be “Cor-Ten” steel or approved other. 11. The installation of a blue stemsonite (or other) model 88-SSA fire hydrant marker will be installed opposite fire hydrants just off center to the side of the street adjacent to the hydrant. 12. Polyethylene encasement - the Contractor shall furnish and install polyethylene wrap around ductile iron pipe, related fittings, and valves. This wrap shall be an 8 mil. thickness polytube. Seams and overlaps shall be wrapped and held in place by two-inch (2”) wide plastic backed adhesive tape, Polyken 900 or Scotchrap no. 50, or an approved other, with approximate two-foot (2’) laps on the polytube. The wrap on the barrel of the pipe shall be loose enough to allow the film to shift with the soil. The wrap shall be installed without breaks, tears, or holes in the film. The cost of the polyethylene tube wrap and complete installation shall be included in the unit price bid for the furnishing and the installation of ductile iron pipe, related fittings, and valves. 13. Valve boxes shall be furnished at the required length in order to be set to final grade on each gate valve. After the final clean up and alignment has been completed, the Contractor shall pour a reinforced concrete block 24" x 24" x 6” around all valve boxes so the finished grade is level with the finished parkway. All valve stack components shall be cast iron. Valve boxes over four feet (4’) deep will require extensions. All valves shall be marked with a saw on the curb or pavement with “V”. The “V” shall point to the location of the valve as follows: If the valve is in the paving, the “V” shall be marked upright; if the valve is outside the paving, the “V” shall be marked upside down. 14. The Contractor shall coordinate operation of all existing valves with the Town. Contact the assigned Town Construction Inspector. All water lines shall be pressure tested to 200 psi for a three (3) hour continuous period. Leakage rate shall not exceed twenty-five (25) gallons per inch of nominal diameter per mile of pipe over a twenty-four (24) hour period. Contractor shall flush and sterilize lines and prove lines to be free of fecal coliform organisms by obtaining samples for laboratory tests for contamination. The line shall be flushed out, completely replacing its entire volume with water from the Owner's mains. Once the line has been filled, all flushing is required to be metered, and paid for by the contractor at the current residential rate. Meters will be installed by the contractor on blow offs as shown on the Testing Program. No flushing will begin until the Testing Program has been approved by the Town. The Contractor shall re- flush and re-sterilize until all samples prove free from contamination. Item 13 15. All residential water services shall be as follows: A. Water services shall be normally located two feet off the lot line. Plastic meter boxes shall be DFW 16 AMR with a DFW 1600 AMR solid lid or equal for 1” meters and shall be installed two feet (2’) back of curb line. B. Minimum one-inch (1”) meter and one-inch (1”) A.S.T.M. D2737 working pressure of 200 psi at 23 C, SDR 9, Poly services are required to serve all residential lots, and service shall be provided to each of the family units. Sand embedment shall be used around the pipe and corporation stop. Service saddles shall be brass body with double bronze or stainless steal flattened straps (no banded) – Ford, Cambridge, A.Y. McDonald, or Town approved other. C. The Contractor shall tie a one-inch (1”) wide piece of blue plastic flagging to the water service meter set and shall leave a minimum of thirty-six inches (36”) of flagging exposed after final completion of paving, backfill, and final grade. D. The utility Contractor shall install the water services to a point two (2) feet back of the curb line to a depth of 12 inches below final grade with 3” clear of soil under the curb stop. The service line shall be continuous with no fittings under paving. The meter box shall be furnished and installed by the utility Contractor after the paving Contractor has completed the final grading in back of the curb. Each service location will be marked on the curb with a single vertical saw mark by the utility Contractor and tied to property corners on the “As-Recorded” plans. 16. For non-residential water services, the meter box or vault shall be furnished and installed by the Contractor after the paving Contractor has completed the final grading in back of the curb. Meter boxes/vaults shall be located outside of paving and flatwork. Each service location will be marked on the curb or pavement with a single vertical saw mark by the utility Contractor and tied to property corners on the “As-Recorded” plans. 17. Density testing/compaction requirements for projects in the Austin Group formation: Frequency of trench compaction tests shall not be less than one (1) for any pipe section and every three hundred linear feet (300’) of main pipe per two feet (2’) of lift until final grade, starting at two feet (2’) above the top of pipe. Water services are to be tested at a rate of one (1) for every six (6) services which cross the proposed right of way or every three hundred linear feet (300’) of water service installed. Every other fire hydrant lead that cross the existing or proposed street, alley, or fire lane subgrade shall also receive at least one set of density tests. All ditches shall be mechanically tamped and compacted to ninety-five percent (95%) standard Proctor (ASTM D 698) density at zero percent (0%) to four percent (4%) above optimum moisture. Water jetting is not permitted. Item 13 Density testing/compaction requirements for projects in the Eagle Ford formation: Trench backfill shall consist of clay soils and shall be placed in thin, loose lifts, moisture conditioned to a minimum of 3 percentage points above optimum moisture content, and compacted to a minimum of 95 percent of standard Proctor (ASTM D 698) maximum dry density. Sand initial backfill shall be placed in thin, loose lifts and moisture conditioned to within 2 percentage points of optimum moisture content and compacted to a minimum of 95 percent of standard Proctor (ASTM D 698). Frequency of density testing requirements shall be as outlined above. 18. The Contractor shall be responsible for providing “As-Recorded” plans to the engineer of record showing the location of water services and valves by distances to lot lines. This information shall be placed and marked “As-Recorded” by the engineer of record. Copies of these “As-Recorded” plans shall be furnished to the Town as required. 19. The Contractor shall furnish a maintenance bond in the amount of 10 % (ten percent) of the total contract price to the Town (as Obligee) to run two (2) years from the date of Final Acceptance of the project by the Town. 20. STERILIZATION OF WATER MAINS: During the construction operations workmen shall be required to use utmost care to see that parts of the structures, inside of pipes, fittings, jointing materials, valves, etc., the surface of which come in contact with Owner's water are maintained in a sanitary condition. Every effort must be made to keep the inside of the pipe, fittings, and valves free of all foreign matter, sticks, dirt, rocks, etc. As each joint of pipe is being laid it must be effectively swabbed so that all foreign matter is removed. All fittings and exposed open ends of pipe must be blocked or capped until the line is completed. Prior to any sterilization, pressure testing or flushing a Testing Program will be submitted to the Town showing total footage of pipe to be tested, locations of blow offs and designating sample locations to be used. Test locations will be clearly marked and numbered using half sized drawings of the proposed improvements. A. The line shall be filled completely replacing its entire volume with water from the Owner's mains. Once the line has been filled, all flushing is required to be metered, and paid for by the contractor at the current residential rate. Meters will be installed by the Town on blow offs as shown on the Testing Program. Meters are available at Public Works for testing. B. Chlorine will be injected into the section of line being sterilized so that its entire capacity will be filled with water containing chlorine in the amount of fifty (50) p.p.m. or in such other Item 13 quantity as determined by the Engineer. The sterilizing agent shall be introduced at one end of the section and the water released from the opposite end until the sterilizing agent is present at the discharge end in such quantity as to indicate a residual-chlorine of fifty (50) p.p.m. or as otherwise determined by the Engineer. All valves shall then be closed and the sterilizing solution permitted to remain in the pipe line section for not less than twenty-four (24) hours. C. At the end of the sterilizing period the sterilizing solution shall be discharged from the pipe and replaced with water direct from a main of the Owner. D. A sample of water from the sterilized main shall be taken from a suitable tap under the supervision of the Engineer or his Inspector and submitted to a TCEQ approved testing laboratory. If the test shows a satisfactory quality of water, the line so sterilized shall then be placed in service by the Contractor who shall notify the Water Superintendent and assist the Water Superintendent in location and operation of all valves installed by the Contractor. If the sample shows unsatisfactory quality of water, the process of sterilization shall be repeated until satisfactory water is obtained. The lines shall be disinfected in accordance with AWWA C651, latest revision thereof. E. Sterilization of the line or any section thereof shall not be commenced until the Engineer's approval of the method, apparatus, sterilizing agent, and the section of the line has been obtained. F. Test samples will be done to meet the TECQ requirements and test stations will be the contractor’s responsibility. When additional taps are required to meet sampling frequency the contractor shall submit his procedure for the Towns approval. Samples will be taken at 1,000 lf and with the Towns inspector present. Samples will be wrapped by the Town’s Inspector with tamper proof tape prior to leaving the construction site. Item 13 GN.3 SANITARY SEWER SYSTEM General Notes 1. All sanitary sewer pipes four inches (4”) to fifteen inches (15”) nominal size shall be PVC SDR 35 or 26 meeting ASTM D3034. All sanitary sewer pipes greater than fifteen inches (15”) nominal size shall be PVC meeting ASTM F679. All pipes shall be “green” in color as per Town Specifications and be laid on a minimum of Class “F2” embedment (See Standard Construction Detail No. S11). Detectable Metallic Tape (“Green- Caution Buried Sewer Below” or approved other) shall be installed after initial backfill on approximate centerline of pipe prior to final backfill. All new connections will be required to be plugged until the waste water lines have been approved. All materials will be removed prior to opening the lines to the Towns line. 2. All sewer mains shall be a minimum diameter of eight inches (6”) and shall maintain a minimum flow velocity of two (2) feet per second. 3. All residential sanitary sewer services shall be a minimum four inches (4”) in diameter and extended to a point ten feet (10’) inside the property line at a maximum depth of five feet (5’). The service shall then be extended at a forty-five degree (45 º) angle to four feet (4’) above the finished grade and capped. Sewer services shall be located normally in the center of the lot. 4. For non-residential sewer services, each service location will be marked on the curb or pavement with a double vertical saw mark by the utility Contractor and tied to at least one (1) property corner on the “As- Recorded” plans. All non-residential sewer services shall be a minimum 6” which flow into a manhole. 5. Density testing/compaction requirements for projects in the Austin Group formation: Frequency of trench compaction tests shall not be less than one (1) for any pipe section and every three hundred linear feet (300’) of main pipe per two feet (2’) of lift until final grade, starting at two feet (2') above top of pipe. Sewer services are to be tested at a rate of one (1) for every six (6) services staggered or every three hundred linear feet (300’) of sewer service installed. Each sewer manhole will receive a density test every two feet (2’) of lift until final grade, alternating around all quadrants. Every other main and stub out that crosses the existing or proposed street, alley, or firelane subgrade shall also receive at least one set of density tests. All ditches shall be mechanically tamped and compacted to ninety-five percent (95%) standard Proctor (ASTM D 698) density at zero percent (0%) to four percent (4%) above optimum moisture. Water jetting is not permitted. Item 13 Density testing/compaction requirements for projects in the Eagle Ford formation: Trench backfill shall consist of clay soils and shall be placed in thin, loose lifts, moisture conditioned to a minimum of 3 percentage points above optimum moisture content, and compacted to a minimum of 95 percent of standard Proctor (ASTM D 698) maximum dry density. Sand initial backfill shall be placed in thin, loose lifts and moisture conditioned to within 2 percentage points of optimum moisture content and compacted to a minimum of 95 percent of standard Proctor (ASTM D 698). Frequency of density testing requirements shall be as outlined above. 6. After paving is completed each service location will be marked on the curb with a two (2) parallel vertical saw marks by the utility Contractor and tied to at least one (1) property corner on the “As-Recorded” plans. All manholes and cleanouts shall be marked on the curb or pavement with “MH” or “CO” as applicable. 7. The Contractor shall be responsible for providing “As-Recorded” plans to the engineer of record showing the location of sewer services by distance to the lot lines or property lines. This information shall be placed on the engineering plans and marked “As-Recorded” plans by the engineer of record. Copies of these “As-Recorded” plans shall be furnished to the Town as required. Ties shall be made by distance measurements for all manholes, cleanouts and services. 8. TV inspections, low pressure air testing, vacuum testing of the manholes, and deflection testing are required on all sewer lines. Prior to paving, all residential sanitary sewer services shall have TV inspections. 9. Manholes shall have a 400# traffic bearing frame and cover and shall have a minimum concrete compressive strength of 4000 psi at twenty-eight (28) days. Vented rain caps shall be installed prior to acceptance. 10. All concrete structures, whether precast or cast-in-place, shall be designed with appropriate sulfate resistant cement or equivalent based on local soil conditions. Precast manholes or other special structures in any right-of-way or fire lane easement will require a certification from the manufacturer that the product meets the design criteria and twenty-eight (28) days compressive strength. Cast-in-place manholes or other special structures in any right-of-way and fire lane or utility easements will require cylinders to be made for strength tests by an approved laboratory. Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day, nor less than once for each 100-150 cu yd of concrete, nor less than once for each 5000 sq ft of surface area for slabs or walls. Four (4) cylinders shall be made: one (1) shall be broken at seven (7) days, two (2) shall be broken at twenty-eight (28) days, and one (1) shall be held in case of damage of any of the other three (3). The average strength of two (2) cylinders from the same sample, Item 13 tested at twenty-eight (28) days, is required for each strength test; any strength test beyond twenty-eight (28) days is unacceptable. If the twenty-eight (28) days design strength is not reached upon strength testing the cylinders, the deficient area shall be cored immediately to be proved out. Cores shall be extracted according to ASTM C 42, latest version, and conditioned in a moisture condition most representative of the in- place service condition. For any areas deficient in strength by not more than 500 psi, the Contractor shall pay to the Town one (1) times the unit bid price per square yard for the area determined to deficient in strength. For any areas deficient in strength by more than 500 psi but not more than 1000 psi, the Contractor shall pay to the Town two (2) times the unit bid price per square yard for the area determined to deficient in strength. For any areas deficient in strength by more than 1000 psi, the structure shall be removed and reconstructed at the full expense of the Contractor. Prior to Town acceptance of any penalty payments for any traffic bearing structure that does not meet twenty-eight (28) days design strength, the Design Engineer shall provide a sealed structural evaluation that assesses the performance adequacy of the deficient structure as constructed under the design service loads. All coring and additional laboratory testing shall be at the expense of the Contractor. 11. The Contractor shall furnish a maintenance bond in the amount of 10 % (ten percent) of the total contract price to the Town (as Obligee) to run two (2) years from the date of Final Acceptance of the project by the Town. Item 13 GN.4 STORM SEWER SYSTEM General Notes 1. All storm sewer pipe, inlets, headwalls, box culverts, and other structures in right of way or fire lanes shall be reinforced concrete as per Town Specifications and shall be laid on a minimum of a compacted crushed stone six inches thick below the bottom of the pipe to the spring line, unless otherwise approved by the Town. The initial backfill of select material or fine granular shall be required to a minimum six inches above the spring line of the pipe unless otherwise approved by the Town. If native materials are available and are free of rock may be substituted for initial backfill. 2. Density testing/compaction requirements for projects in the Austin Group formation: Frequency of trench compaction tests shall not be less than one (1) for any pipe section and every three hundred linear feet (300’) of main pipe per two feet (2’) of lift until final grade, starting at two feet (2') above top of pipe. Every other lateral; stubout that crosses the existing or proposed street, alley, or firelane subgrade; inlet; and junction box will receive a density test every lift. All ditches shall be mechanically tamped and compacted to ninety-five percent (95%) standard Proctor (ASTM D 698) density at zero percent (0%) to four percent (4%) above optimum moisture. Water jetting is not permitted. Density testing/compaction requirements for projects in the Eagle Ford formation: Trench backfill shall consist of clay soils and shall be placed in thin, loose lifts, moisture conditioned to a minimum of 3 percentage points above optimum moisture content, and compacted to a minimum of 95 percent of standard Proctor (ASTM D 698) maximum dry density. Frequency of density testing requirements shall be as outlined above. 3. The joints shall be constructed and jointed together in such a manner that no spill through of backfill will occur. This includes the lift holes used in certain pipe or box sizes. Approved joint materials are concrete mortar; cold applied, plastic asphalt joint compound; rubber gaskets; and cold applied, preformed plastic gaskets. 4. Storm drainage inlets shall be as indicated on the approved construction plans. For secondary and major street intersections, a recessed type inlet will be required. For industrial and residential streets, a curb line inlet will be required unless otherwise approved. A round manhole cover with locking device shall be placed on all inlet tops. The top shall be placed near the outlet pipe. All inlets shall have a minimum compressive strength of 4000 psi at 28 days. Item 13 5. All concrete structures, whether precast or cast-in-place, shall be designed with appropriate sulfate resistant cement or equivalent based on local soil conditions. All precast box culverts or other special structures in any right-of-way or fire lane easement will require a certification from the manufacturer that the product meets the design criteria and twenty-eight (28) days compressive strength. All cast-in-place box culverts or other special structures in any right-of-way and fire lane or utility easements will require cylinders to be made for strength tests by the approved laboratory. Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day, nor less than once for each 100-150 cu yd of concrete, nor less than once for each 5000 sq ft of surface area for slabs or walls. Four (4) cylinders shall be made: one shall be broken at 7 days, two (2) shall be broken at twenty-eight (28) days, and one shall be held in case of damage of any of the other three (3). The average strength of two (2) cylinders from the same sample, tested at twenty-eight (28) days, is required for each strength test; any strength test beyond twenty-eight (28) days is unacceptable. If the twenty-eight (28) days design strength is not reached upon strength testing the cylinders, the deficient area shall be cored immediately to be proved out. Cores shall be extracted according to ASTM C 42, latest version, and conditioned in a moisture condition most representative of the in- place service condition. For any areas deficient in strength by not more than 500 psi, the Contractor shall pay to the Town one (1) times the unit bid price per square yard for the area determined to deficient in strength. For any areas deficient in strength by more than 500 psi but not more than 1000 psi, the Contractor shall pay to the Town two (2) times the unit bid price per square yard for the area determined to deficient in strength. For any areas deficient in strength by more than 1000 psi, the structure shall be removed and reconstructed at the full expense of the Contractor. Prior to Town acceptance of any penalty payments for any traffic bearing structure that does not meet 28 days design strength, the Design Engineer shall provide a sealed structural evaluation that assesses the performance adequacy of the deficient structure as constructed under the design service loads. All coring and additional laboratory testing shall be at the expense of the Contractor. 6. The Contractor shall furnish a maintenance bond in the amount of 10 % (ten percent) of the total contract price to the Town (as Obligee) to run two (2) years from the date of Final Acceptance of the project by the Town. Item 13 GN.5 PAVING SYSTEM General Notes 1. Absolutely no earthwork, lime application, or other preparation of the subgrade for paving of streets, alleys, or fire lanes shall be initiated without authorization from the Construction Inspection Division. Once all testing of underground facilities has been completed and verified to meet the Town’s specifications, the Division will issue, upon request, a letter to the project owner or superintendent that will authorize the initiation of all subgrade work in preparation for paving. It shall be the Contractor’s responsibility to show by standard testing procedures that the work constructed does meet the requirements of the Town’s specifications. All testing of materials required for the construction of any street, alley, or fire lane shall be performed by an approved agency for testing materials. The nomination of the testing laboratory and the payment of such testing services shall be made by the Contractor. The engineer shall approve the laboratory nominated to do the testing of materials. 2. Subgrade construction and density testing/compaction requirements for projects in the Austin Group formation: All street, alley, and fire lane right-of-way or easement width shall be excavated full width in accordance with the pavement section to be constructed. The subgrade shall be stabilized with hydrated lime material to a distance 12 inches beyond the back of curb or edge of paving as applicable. The amount of lime material shall be that amount which will reduce the plasticity index (PI) below fifteen (15) as verified by testing by an approved laboratory; the Town will add one (1) percent to the laboratory results for field variation. Laboratory testing (lime series) shall generally be conducted when all utilities are complete and the roadway subgrade is complete. Lime shall be applied by percentage dry unit weight of soil treated to a minimum in place compacted thickness of six (6) inches. All fill shall be compacted to no less than ninety-five percent (95%) of standard Proctor (ASTM D 698) density at zero percent (0%) to four percent (4%) above optimum moisture content. Frequency of compaction tests shall not exceed every three hundred linear feet (300’) per two feet (2’) of lift until final grade, starting at two feet (2') above natural/sound grade to top of finished subgrade. All street, alley, and fire lane subgrade shall be compacted to no less than ninety-five percent (95%) of standard Proctor (ASTM D 698) density at zero percent (0%) to four percent (4%) above optimum moisture content. Frequency of tests shall not exceed every three hundred linear feet (300’) of subgrade, alternating from left quarter point to center line to right quarter point. Verification of lime depth, testing for subgrade gradations/pulverizations (Min. of 100% passing 1 ¾” sieve and 60% passing No. 4 sieve.), and plasticity indices of the soil shall also be conducted; the frequency of this testing shall be as above. Item 13 3. Subgrade general design requirements for projects in the Eagle Ford formation: All pavement projects shall have a subgrade investigation and pavement design. Sulfate testing in the subgrade shall be done using EPA 9038 or EPA 375.4 with 10:1 dilution ratio. Sufficient testing should be done to determine with reasonable certainty the levels of sulfate present. Note: Majority of testing should be performed in the light brown clays. The minimum lime content shall be the percentage, by weight, of hydrated lime required to meet the Minimum Design Criteria plus 1.0%. Minimum lime percentages shall be 8.0 percent hydrated lime for light brown clays and 11.5 percent hydrated lime for dark brown clays (includes one (1) percent for field variation). Light brown clays having over 5,000 ppm (0.5 percent) sulfate and dark brown clays having over 25,000 ppm (2.5 percent) sulfate shall be stabilized using double application method. The weathered shale is not suitable for stabilization without permission from the Town of Prosper Director of Engineering Services or his/her designee and appropriate detailed engineering and laboratory design. The continuously reinforced pavement shall consist of Town of Prosper standard sections for the street classification or based on rigid pavement design in accordance with The Town of Prosper “Thoroughfare and Circulation Design Requirements.” The upper 8 inches (residential) to 12 inches (arterial) of the subgrade shall be lime stabilized in accordance with the laboratory determined lime percentage. The lime stabilized subgrade shall be moisture treated to a minimum of 4 percentage points above optimum moisture content, allowed to mellow before final compacting to a minimum of 95 percent standard Proctor (ASTM D 698) at a minimum of 2 percentage points above optimum moisture content. Moisture treatment and lime stabilization shall extend at least four feet beyond the edge of pavement. A moisture barrier consisting of at least 10 mil poly sheeting shall be placed horizontally on the subgrade beyond the pavement edge and extend at least 6 feet on either side of the pavement neat line after final compaction. The barrier shall be covered with at least 8 inches of lightly compacted soil. Care should be taken not to rip or tear the poly sheeting during placement of the cover fill. All concrete, which comes into contact with soils containing more than 0.1% (1,000 ppm) sulfate shall be designed to resist sulfate attack. As a minimum, the concrete shall have a maximum water/cementitious materials ratio of 0.45, with 25% ASTM C 618 Class F fly ash and ASTM C 150 Type II cement (or Type V). Detailed mix design shall be performed for concrete pavement in high sulfate areas. These construction plans shall reflect the results of the field and laboratory investigations to provide an engineered pavement section consisting of moisture treated subgrade, lime stabilized subgrade and continuously reinforced concrete. Item 13 Subgrade construction and testing requirements for projects in the Eagle Ford formation: LIME STABILIZATION OF SUBGRADE SOILS A. MATERIALS: All materials used in the construction shall meet the following requirements. In the event the Contractor wishes to use materials not listed in this section, the Contractor shall submit to the Engineer mix design data and proof of performance data as required by the Engineer who shall review the submittal and determine whether the materials will meet the design intent. No other materials shall be used without the written permission of the Engineer. 1. Lime – The lime shall meet the requirements of ASTM C977 / AASHTO M 216; contain at least 92 percent calcium and magnesium oxide, and the rate of slaking test for moderate reactivity per ASTM C110 / AASHTO T 232. All lime shall come from a single source, shall be the same source as used in the design, and shall be subject to periodic testing to confirm properties. Each shipment of lime shall be accompanied by a Certificate of Compliance stating the conformance of the product to these specifications. Certificates shall be provided to the Engineer. In the event the Contractor changes lime sources, no work shall be done until the Engineer accepts, in writing, a new lime-soil mix design using the new lime source. 2. Water – Water used for slaking, mixing or curing shall be free of oil, salts, acid, alkali, sugar, vegetable, or other deleterious substances which may cause damage to the finished product. All water shall meet the material requirements AASHTO T 26. Known potable water may be used without testing. 3. Soil – Subgrade soils used in the stabilization shall be of the same AASHTO or ASTM classification and Plasticity Index range as used in the approved mix design. All organics, roots and deleterious materials shall be removed from the area to be stabilized and shall be wasted. The condition of the subgrade soils must be approved by the Engineer prior to beginning work. 4. Asphalt – Asphalt used to seal the surface of the lime stabilized subgrade shall be CSS1h or other approved asphalt as approved by the Engineer and shall conform to the requirements of TxDOT Item 13 Item 300, “Asphalts, Oils and Emulsions”. Each shipment shall be accompanied by a Certificate of Compliance stating the conformance of the product to these specifications which shall be provided to the Engineer. 5. Submittals – At least 30 days prior to commencing lime stabilization work, the Contractor shall furnish the following information to the Engineer: a) The proposed source and supplier of lime. b) Description of the proposed construction equipment, construction methods, expected production rates and planned sequence of lime stabilization of subgrade. c) A lime/on-site soil mix design in accordance with Eades-Grim Method. Design shall comply with the following requirements: 1) Minimum pH: 12.4 (ASTM D 2976 / AASHTO T 289) after completion of initial mixing with lime at ambient temperature. 2) Swell Potential: Less than 1.0 percent, in accordance with ASTM D 4546 / AASHTO T 216 at 200 psf stress. 3) Minimum Unconfined Compressive Strength: 160 psi in accordance with ASTM D 2166 / AASHTO T 208 or ASTM D 1633 / AASHTO T 220. The approval of the lime-soil mix design shall be at the discretion of the Engineer. Once the design is approved in writing, the mix design shall be incorporated into these specifications by reference. During lime stabilization work, the Contractor shall furnish the following information to the Engineer at the end of each day: a) Certified truck weight tickets of lime, delivered to or used at the site. b) A summary of the amount of lime used each day, areas stabilized with lime and first mixed, areas second mixed, completed, and areas with curing completed Item 13 B. EQUIPMENT: The machinery, tools and equipment necessary for proper prosecution of the work on this Item shall be on the project and approved by the Engineer prior to beginning this Item. All machinery, tools and equipment used shall be maintained in a satisfactory working condition. 1. Lime Storage – Lime shall be suitably stored in closed, weatherproof containers until immediately before use. Storage bins, when used, shall be completely enclosed. 2. Lime Weight Verification – When lime is furnished in trucks, the weight of lime shall be determined on certified scales or the Contractor shall provide a set of standard platform truck scales at a location approved by the Engineer. Scales shall conform to the requirements of TxDOT Item 520, “Weighing and Measuring Equipment”. 3. Slurry Equipment – Quick lime used to manufacture slurry on the project, or other location approved by the Engineer shall be slurried in agitated slurry tanks. The slurrying of Quick lime must be handled in such a way as to not generate any dust hazardous to job personnel or to the public or be potentially damaging to any adjacent property. 4. Distributor Trucks – The distributor truck used for slurry placing shall be equipped with an agitator and a calibrated measuring device or as approved by the Engineer and shall be in good working order. The Contractor shall provide to the Engineer the spread rate calibration (or other acceptable means to calculate the spread rate) prior to use of the equipment. 5. Mixers – Mixers shall be of appropriate size and capacity so as not to delay the project and shall be capable of pulverization to these specifications and mixing of the product. 6. Compaction Equipment – Finishing equipment shall consist of smooth steel wheel vibratory compactors or pneumatic tired roller compactors having a minimum tire pressure of 90 psi. Other types of compaction equipment may be approved at the sole discretion of the Engineer. Item 13 C. CONSTRUCTION METHODS: The completed course shall be uniformly stabilized, free from cracks, loose or segregated areas, of uniform density and moisture content, well bound for its full depth and shall have a smooth surface. 1. Preparation of Subgrade – Prior to stabilization the subgrade shall be compacted and shaped to conform to the typical sections, as shown on the plans with allowances made for bulking of the subgrade. The subgrade shall be moisture treated to the lines and grades shown on the plans and as provided for in the pavement design report. The minimum moisture content shall be 3 percentage points above standard Proctor optimum (ASTM D698) with compaction to at least 95%. If the Contractor elects to use a cutting and pulverizing machine that will process the material to the plan depth, the Contractor will not be required to excavate to the secondary grade or windrow the material. This method will be permitted only if a machine is provided which will insure that the material is cut uniformly to the proper depth and which has cutters that will plane the secondary grade to a uniform surface over the entire width of the cut. The machine shall provide a visible indication of the depth of cut at all times. In lieu of using the cutting and pulverizing machine, the Contractor shall excavate and windrow the material to expose the secondary grade to the typical sections, lines and grades as shown on the plans and as established by the Design Engineer. 2. Pulverization – The existing pavement or base material shall be pulverized or scarified so that 100 percent shall pass the one (1) inch sieve. 3. Application – The design percentage by weight or pounds per square yard of lime to be added will be as shown on the plans and may be varied by the Engineer if conditions warrant. Only two application methods are acceptable; dry application of pebble quick lime or slurried hydrate or quick lime. The rate of application shall be verified using the methods provided in ASTM D 3155. Dry quick lime shall be spread only on that area where the mixing operations can be completed during the same working day. Slurried quick lime shall be spread and mixed within 1 hour. Slurry exposed to the air for over 1 hour shall not be accepted for payment. Item 13 Unless otherwise approved by the Engineer, the lime operation shall not be started when the air temperature is below 40º F and falling, but may be started when the air temperature is above 35º F and rising. The temperature will be taken in the shade and away from artificial heat. Lime shall not be placed during periods of rain or when weather conditions in the opinion of the Engineer are not suitable. CAUTION: Use of quick lime can be dangerous. Users should be informed of the recommended precautions in handling, storage and use of quick lime. a) Dry Placement – Pebble quick lime shall be distributed by a spreader approved by the Engineer. The lime shall be distributed at a uniform rate to achieve the mix design lime content and in such a manner as to reduce the scattering of lime by wind. Lime shall not be applied when wind conditions, in the opinion of the Engineer, are such that blowing lime becomes objectionable to adjacent property owners or dangerous to traffic. The material shall be sprinkled as approved by the Engineer. b) Slurry Placement – Lime Slurry shall be delivered to the project in slurry form at or above the minimum lime concentration as listed in the approved mix design. The residue or “stones” remaining in the tank from the slurrying procedure shall be spread uniformly over the length of the roadway currently being processed, or wasted, unless otherwise approved by the Engineer. Slurry shall be of such consistency that it can be applied uniformly without difficulty. 4. Initial Mixing – The mixing procedure shall be the same for “Dry Placement” or “Slurry Placement” as herein described. The soil and lime shall be thoroughly mixed by equipment approved by the Engineer. A minimum of 4 passes of the mixer is required. The soil and lime mixture shall be brought to moisture content at least four (4) percentage points above the design optimum moisture content and shall be left to mellow for three (3) days or longer as required by the approved mix design. The mixing shall continue until a homogeneous friable mixture of material and lime is obtained. The mixture shall have a minimum pH 12.4 (additional lime shall be required to meet this specification). Item 13 Following mixing, a sample of the material at the design moisture will be obtained for pulverization testing. All non-slaking aggregates retained on the ¾-inch sieve will be removed from the sample. The remainder of the material shall meet the following pulverization requirement when tested by Test Method Tex-101-E, Part III: Minimum passing 1” sieve…..…………100 percent Minimum passing No. 4 sieve………….60 percent The mixture shall be sprinkled and mixed during the mellowing process as required to assist in the chemical reaction. Moisture contents shall remain above optimum for the entire mellowing period. Where measured sulfate levels in the light brown clay of the Eagle Ford formation exceed 0.5 percent and a double lime application is required, the mellowing period shall be extended for at least 5 days or as indicated in the mix design, whichever is longer. 5. Final Lime Mixing – After the required mellowing period the second lime application, if required, shall be made. Upon approval by Engineer, the material shall be uniformly mixed by the approved methods. If the mixture contains clods, they shall be reduced in size by approved pulverizing methods so that the remainder of the clods shall meet the following requirements (visual observation, not testing, required): Minimum passing 1” sieve…..…………100 percent Minimum passing No. 4 sieve………….60 percent At final mixing, the lime, water content and pH for each course of subgrade stabilization shall conform to the following: Lime……+1.0 percent above design percentage based on dry unit weight of soil Water….+2 percentage points above optimum moisture content pH…….…12.4 or PI less than 13. Item 13 Samples shall be taken at random locations by a qualified geotechnical testing laboratory selected by the Owner and approved by the Engineer per the testing schedule shown in Section 6 or more frequently. 6. Compaction Methods – Compaction of the mixture shall begin immediately after the requirements listed above in 8.04.D.5 are met. NOTE: Where double mixing is required by the mix design, the required additional lime shall be added and the mixture shall be moisture conditioned and pulverized. Compaction shall continue until the entire depth of the mixture is uniformly compacted to a minimum of 95 percent of standard Proctor density 1 (ASTM D698) at a minimum of 2 percentage points above optimum moisture content. All irregularities, depressions, or weak spots which develop as determined by the Engineer shall be corrected immediately by scarifying the areas affected, adding or removing materials as required, and reshaping and recompacting by moisture conditioning and rolling. The surface of the course shall be maintained in a moist, smooth condition, free from undulations, ruts and cracking, until other work is placed thereon or the work is accepted. In addition to the requirements specified for density, the full depth of the material shown on the drawings shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, tests will be made by the geotechnical testing laboratory and submitted to the Engineer. If the material fails to meet the density requirements, it shall be reworked to meet the requirements. Throughout this entire operation, the shape of the course shall be maintained by blading, and the surface upon completion shall be smooth and shall conform with the typical section shown on the drawings and to the established lines and grades. Should the material, due to any reason or cause, lose the required stability, density, and finish before the next course or pavement is placed, it shall be recompacted and refinished at the entire expense of the Contractor. When shown on the plans or approved by the Engineer, multiple lifts will be permitted. 1 A field one point Proctor test shall be used to determine the maximum standard Proctor density unless a laboratory determined test is available which is of the same age as the lime-soil mixture. Item 13 7. Finishing and Curing – After the final layer or course of lime-stabilized subgrade has been compacted, it shall be brought to the required lines and grades in accordance with the typical sections. The completed section shall then be finished by rolling with a pneumatic or other suitable roller sufficiently light to prevent hair line cracking. The finished surface shall not deviate by more than 0.04 feet (0.5 inch) from the actual finish grade. Any variations in excess of this tolerance shall be corrected by the Contractor, at the Contractor's entire expense immediately prior to placement of the next paving course, in a manner satisfactory to the Engineer. The completed section shall be moist-cured until a non-yielding surface is obtained to support construction traffic and the next layer of the pavement is constructed, as approved by the Engineer. In the event the surface cannot be covered by the next layer of pavement or be kept moist, an asphalt membrane shall be applied at the rate of 0.25 gallons per square yard. The Contractor shall protect the membrane from traffic and contamination until the next layer of the pavement system is placed. The addition of a membrane is not a guarantee that the subgrade will not lose moisture over time. Additional testing may be required to verify moisture content as determined by the Engineer. 8. Reworking a Section – When a section is reworked within 72 hours after completion of compaction, the Contractor shall rework the section to provide the required compaction. When a section is reworked more than 72 hours after completion of compaction, the Contractor shall add 25 percent of the specified percentage of lime. Item 13 D. TOLERANCES: The following requirements shall apply to the finished lime stabilized subgrade: 1. Tolerance in Thickness – One measurement shall be taken at random locations by the geotechnical testing laboratory on center of roadway at 300 feet spacing along each roadway direction. When the measurement is not deficient by more than 0.5 inch from the plan thickness, full payment will be made. When such measurement is deficient more than 0.5 inch and not more than 1.0 inch from the plan thickness, two additional measurements shall be taken at random (typically, 25 feet either side of the deficient measurement) and used in determining the average thickness. When the average of the 3 measurements is not deficient by more than 0.5 inch from the plan thickness, full payment will be made. When the average thickness is deficient by more than 0.5 inch, the entire area shall be reprocessed at the Contractor's entire expense. 2. Strength Testing – The lime mixture must develop compressive strength of least 160 psi in 5 days at 100º F when tested in accordance with ASTM D 2166 or D 1633. NOTE: This testing is required, but will be used for information only. E. QUALITY CONTROL: The Engineer may periodically require tests by the geotechnical testing laboratory to assist him in evaluating the quality of work and Contractor performance. The Contractor shall assist the Engineer by excavating and backfilling shallow areas as necessary to take density tests. Any constructed course which does not meet specification requirements shall be reworked, at the Contractor's entire expense, to bring that work within specification requirements. The Engineer's tests shall be used in evaluating whether project meets specification requirements. The following table provides minimum testing requirements: Item 13 MINIMUM MATERIALS SAMPLING AND TESTING FOR LIME STABILIZED SUBGRADE TEST TYPE TEST STANDARD MINIMUM FREQUENCY OF TESTS In-Place Soil Density and Moisture Content ASTM D 698 ASTM D 1556 ASTM D 2167 ASTM D 2922 ASTM D 2216 ASTM D 3017 One test for every 300 feet spacing or less along each roadway direction, but no less than one test per day for each roadway subgrade pH / PI Eades and Grim procedures ASTM D 2976 One test per 300 feet spacing or less along each roadway direction, but no less than test per day for each roadway subgrade Thickness One test for 100 feet spacing or less along each roadway direction, but no less than one test per day for each roadway subgrade Compressive Strength ASTM D 558 ASTM D 1633 ASTM D 2166 (a) One test for 900 feet spacing or less along each roadway direction, but no less than one test per day for each roadway subgrade, sealed and cured at 100 degrees F for 5 days (b) Strength not corrected for length/diameter. Pulverization Testing Tex-101-E, Part III One test for every 300 feet spacing or less along each roadway direction, but no less than one test per day for each roadway subgrade Swell Potential ASTM D 4546 One test for every 900 feet spacing or less along each roadway direction, but no less than one test per day for each roadway subgrade Note: The Engineer may test any other property of the materials or lime-soil mixture in this Item at intervals or occasions of his/her choosing. Item 13 F. METHOD OF MEASUREMENT: The area of lime stabilized subgrade shall be measured by the square yards complete, in place and accepted. The quantity of lime accepted and used shall be measured by the ton. G. BASIS OF PAYMENT: Payment shall be made at the Contract unit price per square yard for the lime subgrade of the thickness specified. The price shall be full compensation for furnishing all material, except the lime and for all preparation of the subgrade material removed and replaced, proof rolling of secondary grade, delivering, placing, mixing, and compacting these materials, and all labor, equipment, tools and incidentals necessary to complete this item. Payment shall be made at the Contract unit price per ton of lime used. This price shall be full compensation for furnishing this material; for all delivery, placing and incorporation of this material; and for all labor, equipment, tools, and incidentals necessary to complete this item. Stabilized subgrade found deficient in percentage of lime shall be paid for at an adjusted Contract Unit Price. Payment will be made under: Pay Item Pay Unit 4. Minimum Steel Reinforcing and Joint Requirements for Streets, Alleys, Sidewalks and Fire Lanes: Temperature/shrinkage steel (deformed bars): No. 3 bars on 24” centers each way for all streets. Alleys require four no. 3 bars on 12” centers longitudinal in each half with first bar 6” from each edge, one no. 3 bar centered in invert, and no. 3 bars at 24” centers transverse. All bars shall be supported on the appropriate height chairs arranged in a five chair pattern. Lime Stabilized Subgrade Square Yard Quick Lime Ton Moisture Treated Subgrade (fill) Cubic Yard Moisture Treated Subgrade (cut or natural grade) Cubic Yard Item 13 Expansion joints: 24” long no. 6 smooth dowels on 24” centers placed at mid-depth and pinned level with greased plastic caps on one end. Redwoods shall have a removable top strip and extend through subgrade elevation and back of curb or edge of pavement. A small amount of sand may be placed on grade at each side of the board to separate both sides of the pour. Redwoods are required at street intersections and at a maximum spacing of 300 feet for streets and 200 feet for alleys. Required at all fire lane approaches to existing streets; locate near radius return/property line of fire lane. Match existing expansion joints where possible. Long. Butt joints: Minimum of no. 4 deformed bars drilled and epoxied 12” deep on 18” centers for all streets and alleys. Pullout strength requirements shall meet TXDOT Item 360.4. Clean and seal joints as noted below. Sawed contraction or dummy joints: 15 feet maximum on centers for all streets and alleys; depth shall be ¼ the thickness of the concrete. Match existing joints where possible. All joints shall be cleaned and sealed with hot poured black rubber or a gray elastomeric sealant to within ¼ inch of the top of pavement. A blocking medium (compressible PE foam backer rod or non-plastic rope compatible with the sealant) may be used. Sealed joints shall be filled level with the pavement so not to block the drainage, when sealed joints are found they shall be removed and reapplied. Coordinate all proposed joint layouts between existing and proposed pavements with the inspector prior to saw cutting any existing pavement or proposed joints. Minimum Steel Reinforcing and Joint Requirements for Sidewalks: Temperature/shrinkage steel (deformed bars): No. 3 bars on 24” centers each way. All bars shall be supported on the appropriate height chairs arranged in a five chair pattern. Expansion joints: 24” long no. 4 smooth dowels on 12” centers placed at mid-depth and pinned level with greased plastic caps on one end. Redwoods shall extend through subgrade elevation and edge of sidewalk. A small amount of sand may be placed on grade at each side of the board to separate both sides of the pour. Required where new work abuts old or is adjacent to other concrete work; spacing is generally 8 times the sidewalk width. Match existing expansion joints where possible. Item 13 Contraction or dummy joints: Grooved (tooled) joints 1 inch deep; spacing equal to sidewalk width. Match existing joints where possible. Coordinate all proposed joint layouts between existing and proposed sidewalks with the inspector prior to saw cutting any existing sidewalk or proposed joints. All sidewalks shall be concrete and designed to have a minimum compressive strength of 3000 psi at twenty- eight (28) days. Concrete finish shall be with a camel hair broom. Minimum cementations material shall be five (5) sacks equivalent. If applicable, all batch designs shall specify an appropriate sulfate resistant cement or equivalent based on local soil conditions. Strength deficiencies shall be addressed per Note 5 of the Paving System General Notes. 5. Minimum design requirements: All street, alley, and fire lane paving shall be designed to have a minimum compressive strength of 3500 psi at twenty-eight (28) days with a minimum of five and one half (5 & 1/2) sacks of cement as verified by testing in an approved laboratory. Concrete finish shall be with a baker broom. Two batch designs shall be submitted to the Construction Inspection Division to determine compliance with these requirements: one for machine work and one for hand work. All batch designs must be signed by the testing laboratory and include all documentation, such as results of field trial testing. A fly ash batch design may be submitted for approval on a specific job basis; fly ash up to twenty (20%) by weight of cement replacement may be used in machine pours. If applicable, all batch designs shall specify an appropriate sulfate resistant cement or equivalent. Slump shall be 1 – 3 inches for all machine work and 2 – 4 inches for all hand work. Streets (depending on classification) and fire lanes shall have a minimum thickness of six (6) inches; alleys shall have a minimum thickness of 8”-5”-8”. Upon completion of construction, all streets and fire lanes shall be cored for depth (2” cores) at a spacing of 300 ft maximum, alternating from left quarter point to center line to right quarter point. Alleys shall be cored for depth (2” cores) at a spacing of 300 ft maximum along the center line. Pavement of a thickness less than the thickness shown on the plans by more than one-quarter (1/4) inch but less than three-quarter (3/4) inch will be considered deficient. The Contractor shall pay to the Town two (2) times the unit bid price per square yard for the area determined to deficient in thickness as defined above. Pavement deficient in strength by more than three-quarter (3/4) inch shall be removed and replaced completely. The deficient area shall be cored immediately on ten (10) foot centers or one (1) per panel to be proved out. All streets, alleys, and fire lanes will require cylinders to be made for strength tests by the approved laboratory. Samples for strength tests of each class of concrete placed each day shall be taken by an approved laboratory not less than once a day, nor less than once for each 100-150 cu yd of concrete. Four (4) cylinders shall be made: one shall be broken Item 13 at 7 days, two (2) shall be broken at twenty-eight (28) days, and one shall be held in case of damage of any of the other three (3). The average strength of two (2) cylinders from the same sample, tested at twenty- eight (28) days is required for each strength test; any strength test beyond twenty-eight (28) days is unacceptable. If the twenty-eight (28) days design strength is not reached upon strength testing the cylinders, the deficient area shall be cored immediately be cored immediately on ten (10) foot centers or one per panel to be proved out. Cores shall be extracted according to ASTM C 42, latest version, and conditioned in a moisture condition most representative of the in-place service condition. For any areas deficient in strength by not more than 500 psi, the Contractor shall pay to the Town one (1) times the unit bid price per square yard for the area determined to deficient in strength. For any areas deficient in strength by more than 500 psi but not more than 1000 psi, the Contractor shall pay to the Town two (2) times the unit bid price per square yard for the area determined to deficient in strength. Pavement deficient in strength by more than 1000 psi shall be removed and replaced completely. No more than three (3) - four (4) inch cores shall be extracted per panel without prior Town approval. A rebar detector shall be used to ensure that the cored areas are clear of any rebar. All coring and additional laboratory testing shall be at the expense of the Contractor. The width to be considered for any deficiencies shall be the full width of the pavement. 6. Any section of all existing public or private streets, alleys, or fire lanes shall be replaced within 72 hours of removal. 7. Brick Pavers: Color of the truncated dome pavers for BFR’s shall be Whitacre Greer Antique Red Shade No. 32 or approved equal. If using Pavestone, then the approved equal is not their Antique Red, but rather their River Red. Colors for the median nose pavers are the Pavestone Maroon and Charcoal. 8. The Contractor shall furnish a maintenance bond in the amount of 10 % (ten percent) of the total contract price to the Town (as Obligee) to run two (2) years from the date of Final Acceptance of the project by the Town. Item 13 GN.6 FRANCHISE UTILITY INSTALLATION General Notes 1. Density testing/compaction requirements for projects in the Austin Group formation: Density testing/compaction requirements: Frequency of trench compaction tests shall not be less than one (1) for each pipe/conduit section crossing either a proposed or future street, alley, or firelane and every three hundred linear feet (300’) of longitudinal pipe or duct bank per two feet (2’) of lift until final grade, starting at two feet (2') above top of pipe. Services crossing any proposed or future street, alley, or fire lane easement are to be tested at a rate of one (1) for every six (6) services staggered or every three hundred linear feet (300’) of service installed. Each franchise manhole or other junction structure will receive a density test every two feet (2’) of lift until final grade, alternating around all quadrants. Every other main and stubout that crosses the existing or proposed street, alley, or firelane subgrade shall also receive at least one set of density tests. All ditches shall be mechanically tamped and compacted to ninety-five percent (95%) standard Proctor (ASTM D 698) density at zero percent (0%) to four percent (4%) above optimum moisture. Water jetting is not permitted. Density testing/compaction requirements for projects in the Eagle Ford formation: Trench backfill shall consist of clay soils and shall be placed in thin, loose lifts, moisture conditioned to a minimum of 3 percentage points above optimum moisture content, and compacted to a minimum of 95 percent of standard Proctor (ASTM D 698) maximum dry density. Frequency of density testing requirements shall be as outlined above. Item 13 GN.7 UTILITY CROSSINGS General Notes 1. Tunneling and boring under Town streets shall be accomplished by means of jacking, boring, or tunneling equipment which is subject to the Town approval prior to start of construction. 2. The voids outside of the carrier pipe or casing pipe shall be backfilled by hydraulically placed material so that there are no open voids over the roof of the tunnel or bore. This shall be done without damage to the roadway structure. 3. All bore pits, trenches, and inspection holes shall be backfilled within 48 hours of the installation of utility lines. The method of compaction shall be such that a soil density equal to that existing prior to the start of construction will be required as verified by an approved testing laboratory. Any excess or surplus material resulting due to displacement of utility lines and conduits shall be disposed of in an acceptable manner to the Town. 4. The street sections that are shown as typical sections shall apply to any alleys, driveways, roadways, etc. that will be within a Town right-of-way or easement. 5. The Contractor shall be required to install all necessary warning and safety devices that would protect the safety and health of the public until the work has been finished and accepted by the Town. 6. The use of a casing pipe will be based upon the specific project location and soil conditions. In general, the minimum casing thickness is 0.25 inch and the material shall be steel. Where more than one section is required, the casing ends shall be welded together. Raci spacers, or Town approved other, shall be used to support the carrier pipe. The use of wood skids is no longer permitted. Item 13 GN.8 EROSION CONTROL General Notes 1. Prior to any earth disturbance, erosion control devices shall be installed on all projects. 2. Where existing grasses are disturbed, restoration shall consist of equal or better permanent vegetation. For new construction, provide a minimum of eight feet (8’) of the appropriate seasonal seeded curlex adjacent to all street/firelane curbs and four feet (4’) adjacent to alleys. The use of innovative products is encouraged, such as those made with composting materials, as long as they are approved by the Town Engineer and permanent vegetative stabilization is established. 3. Twenty four (24”) to thirty six (36”) inches in width of rock riprap shall be placed along the top and sides of the ground interface with all headwalls and end sections and street/alley/firelane stub outs. 4. Inlet protectors will be removed prior to a certificate of occupancy. It is intended for the erosion control plan to keep all material out of the roadway. 5. A three foot (3’) wide concrete apron shall be placed around the exterior of y-inlets for maintenance. 6. Work will be shut down until erosion control measures have been reestablished. Item 13 SECTION SW3P STORM WATER POLLUTION PREVENTION PLAN Item 13 SECTION SW3P STORM WATER POLLUTION PREVENTION PLAN 1. The Contractor will be required to provide a separate Storm Water Pollution Prevention Plan. The Erosion Control Plans included in the construction plans will not be considered a Storm Water Pollution Prevention Plan. 2. The Contractor will be required to submit a Storm Water Pollution Prevention Plan (SW3P) to the Town of Prosper for this project before the Notice to Proceed will be granted. The SW3P shall comply with the regulations established by the Texas Commission on Environmental Quality (TCEQ). 3. The Contractor will be required to submit all appropriate forms, including the NOI and NOT, as well as being responsible for producing and submitting all inspection reports throughout the duration of the project to the TCEQ and the Town of Prosper. The Contractor will be responsible for submitting the NOI and NOT on behalf of the Town of Prosper, including all fees associated with these forms. The Contractor shall submit two (2) copies of all NOIs and proof of payment of NOIs to the Town of Prosper before the Notice to Proceed will be granted. Payment: Payment for this work shall be considered subsidiary to the pay items. Item 13 Page 1 of 2 To: Mayor and Town Council From: Michael Bulla, CIP Project Manager Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon awarding Bid No. 2016-67-B to Mario Sinacola and Sons Excavating Inc., related to construction services for the Lovers Lane Segment – 42” Lower Pressure Plane Water Line project; and authorizing the Town Manager to execute a construction agreement for same. Description of Agenda Item: On June 21, 2016, at 2:00 PM, six bids were opened for the Lovers Lane Segment – 42” Lower Pressure Plane Water Line Project. The verified totals from the bidders ranged between $883,530.00 and $1,412,155.00, with Mario Sinacola and Sons Excavating, Inc., being the low bidder. Mario Sinacola and Sons Excavating, Inc., has worked in the Town of Prosper on numerous projects. In addition to completing the reconstruction of Preston Road, they are currently working on Teel Parkway, Gee Road, and Fishtrap Road, as well as the Rutherford Branch Sewer and the Gates of Prosper development. Mario Sinacola and Sons Excavating, Inc., will construct 2,500 LF of 42” water line from the intersection of Lovers Lane and Richland Boulevard to the west side of the intersection of Preston Road and future Lovers Lane, ahead of paving improvements associated with the Gates of Prosper development. This segment of water line is a portion of the ultimate Lower Pressure Plane water line, which will extend from a future pump station near Richland Boulevard and Prosper Commons Boulevard to the intersection of the Dallas North Tollway and future Lovers Lane. Budget Impact: The funding for the Lovers Lane Segment – 42” Lower Pressure Plane Water Line Project is from the Water Impact Fees 630-6610-50-00-1501-WA. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard construction agreement as to form and legality. Attached Documents: 1. Location Map 2. Bid Tabulation Summary 3. Construction Agreement Prosper is a place where everyone matters. ENGINEERING Item 14 Page 2 of 2 Town Staff Recommendation: Town staff recommends that the Town Council award Bid No. 2016-67-B to Mario Sinacola and Sons Excavating Inc., related to construction services for the Lovers Lane Segment – 42” Lower Pressure Plane Water Line Project; and authorize the Town Manager to execute a construction agreement for same. Proposed Motion: I move to award Bid No. 2016-67-B to Mario Sinacola and Sons Excavating Inc., related to construction services for the Lovers Lane Segment – 42” Lower Pressure Plane Water Line Project; and authorize the Town Manager to execute a construction agreement for same. Item 14 Lovers Lane Segment – 42” Lower Pressure Plane Water Lovers Lane Segment 42” Water Line Item 14 TOWN OF PROSPER BID TABULATION SUMMARY Bid No. 2016-67-B LOVERS LANE SEGMENT - 42" LOWER PRESSURE WATER LINE Bid Opening: 7/21/2016 at 2:00 PM BID ALTERNATE A BID ALTERNATE B Mario Sinacola & Sons Excavating, Inc. No Bid $ 883,530.00 Dowager Utility Construction, LTD.No Bid $ 1,020,460.00 Flow-Line Construction, Inc. $ 1,125,730.00 $ 1,079,130.00 S.J. Louis Construction of Texas, LTD. $ 1,138,653.30 $ 1,082,733.30 Dickerson Construction Company, Inc. No Bid $ 1,119,550.00 Thalle Construction Company, Inc. $ 1,462,735.00 $ 1,412,155.00 Certified By: January M. Cook, CPPO, CPPB Date: 7/22/2016 Purchasing Agent Town of Prosper, Texas **All bids/proposals submitted for the designated project are reflected on this tabulation sheet. However, the listing of the bid/proposal on this tabulation sheet shall not be construed as a comment on the responsiveness of such bid/proposal or as any indication that the agency accepts such bid/proposal as being responsive. The agency will make a determination as to the responsiveness of the vendor responses submitted based upon compliance with all applicable laws, purchasing guidelines and project documents, including but not limited to the project specifications and contract documents. The agency will notify the successful vendor upon award of the contract and, as according to the law, all bid/proposal responses received will be available for inspection at that time. Item 14 Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 1 TOWN OF PROSPER, TEXAS LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER LINE PROJECT NO. 2016-67-B TABLE OF CONTENTS LEGAL NOTICE .............................................................................................................. 2  INSTRUCTIONS TO BIDDERS ...................................................................................... 3  BID PROPOSAL FORM .................................................................................................. 4  BID BOND ..................................................................................................................... 10  OUT-OF-STATE CONTRACTOR COMPLIANCE TO STATE LAW .............................. 12  CONSTRUCTION AGREEMENT .................................................................................. 13  PERFORMANCE BOND ............................................................................................... 25  PAYMENT BOND.......................................................................................................... 28  MAINTENANCE BOND ................................................................................................. 31  SPECIAL CONDITIONS ................................................................................................ 34  GENERAL CONDITIONS .............................................................................................. 35 GENERAL REQUIREMENTS…….………………………………………………………….52 CONCRETE…………………………………………………………………………………..145 FINISHES……………………………………………………………………………………..154 ELECTRICAL…………………………………………………………………………………203 EARTHWORK ……………………………………………………………………………..209 UTILITIES……………………………………….…………………………………………….232 Item 14 LEGAL NOTICE The Town of Prosper is accepting sealed bids for Bid No. 2016-67-B Lovers Lane Segment – 42” Lower Pressure Plane Water Line. Bids will be accepted until 2:00 P.M. on July 21, 2016 at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078. Any bids received after this time will not be accepted, and will be returned unopened. Bids will be publicly opened and read aloud at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078 immediately following this time. The Project consists of furnishing all labor, equipment and materials (except as otherwise specified), and performing all work necessary for the construction of approximately 2,400 linear feet of 42”/36” pipeline within the proposed Lovers Lane right-of-way, and the 60”/54” bore under Preston Road. Each bid submitted shall be accompanied by a cashier's check in the amount of five percent (5%) of the maximum amount bid, payable without recourse to the Town of Prosper, or a Bid Bond in the same amount from a reliable surety company as a guarantee that, if awarded the contract, the Bidder will execute a Construction Agreement with the Town, including all required bonds and other documents. The successful bidder shall furnish performance and payment bonds in the amount of 100% of the contract amount as well as evidence of all required insurance coverage within ten (10) calendar days of notice of award. The successful bidder shall also furnish a Maintenance Bond in the amount of 10% of the contract sum covering defects of material and workmanship for two calendar years following the Town's approval and acceptance of the construction. An approved surety company, licensed in the State of Texas, shall issue all bonds in accordance with Texas law. Copies of Plans, Specifications, and Contract Documents may be examined at Development Services, 409 E. First St., Prosper, TX 75708, (972) 346-3502 without charge. These documents may be acquired from that office for the non-refundable purchase price of $25 per set, payable to the Town of Prosper. Copies of Plans, Specifications, and Contract Documents may also be downloaded free of charge from Current Bidding Opportunities, at the following link: http://www.prospertx.gov/business/bid-opportunities/. Questions and requests for clarifications in regards to this bid should be emailed directly to January Cook, CPPO, CPPB, Purchasing Agent, at january_cook@prospertx.gov. July 15, 2016, at 12:00 P.M. will be the deadline for receipt of questions and requests for clarifications. After that day and time, no further questions or requests for clarifications will be accepted or answered by the Engineer or Town. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 3 INSTRUCTIONS TO BIDDERS 1. Submittal Deadline: Bids will be accepted until 2:00 p.m. on Thursday, July 21, 2016. 2. Submittal Location: Bids will be accepted at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078. 3. Submittal Requirements: Each Bidder shall submit one (1) original and one (1) copy of their bid, along with their bid security and Out of State Contractor Compliance (if necessary), in a sealed envelope clearly marked with their name and Bid No. 2016-67-B, Lovers Lane Segment – 42” Lower Pressure Plane Water Line 4. Bid Opening: Bids will be publicly opened and read aloud at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078 immediately following the bid deadline. 5. Bidding Documents: Copies of Plans, Specifications, and Contract Documents may be examined without charge at the following location: Town of Prosper Development Services 409 E First Street Prosper TX. 75078 Phone: 972-569-1099 or Download free of charge from Current Bidding Opportunities, at the following link: http://www.prospertx.gov/business/bid-opportunities/. 6. Questions and Requests for Clarification: Questions and requests for clarifications in regards to this bid should be emailed directly to January Cook, CPPO, CPPB, Purchasing Agent, at january_cook@prospertx.gov. July 15, 2016 at 12:00 P.M. will be the deadline for receipt of questions and requests for clarifications. After that day and time, no further questions or requests for clarifications will be accepted or answered by the Engineer or Town. 7. Addenda: If it becomes necessary to provide additional information to potential Bidders, the Town of Prosper will issue an addendum containing the necessary information. 8. Pre-Bid Meeting: A pre-bid meeting will not be held for this project. Item 14 Item 14 Item 14 Item 14 Item 14 Item 14 Item 14 Item 14 Item 14 Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 12 OUT-OF-STATE CONTRACTOR COMPLIANCE TO STATE LAW Texas Government Code §2252.002 provides that, in order to be awarded a contract as low bidder, a non-resident bidder (out-of-state contractor whose corporate office or principal place of business is outside the State of Texas) bid projects in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in the following statement must be filled out by all out-of-state or non-resident bidders in order for those bids to meet specifications. (This information may be obtained from the Texas Register.) The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Non-resident contractor in ___________________ (give state), our principal place of business, is required to be _________ percent lower than resident bidders by State Law. The exact language of the statute is set out below. Non-resident contractor in ___________________ (give state), our principal place of business, is not required to underbid resident bidders. BIDDER By Company (Please Print) Address Signature City State Zip Title (Please Print) “Tex. Gov’t Code Sec. 2252.002. AWARD OF CONTRACT TO NONRESIDENT BIDDER. A governmental entity may not award a governmental contract to a nonresident bidder unless the nonresident underbids the lowest bid submitted by a responsible resident bidder by an amount that is not less than the amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located.” Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 13 CONSTRUCTION AGREEMENT THE STATE OF TEXAS ) ) KNOW ALL MEN BY THESE PRESENTS: COUNTY OF COLLIN ) This Construction Agreement (the "Agreement") is made by and between 0DULR6LQDFROD 6RQV ([FDYDWLQJ,QFa 7H[DVFRUSRUDWLRQ, (the "Contractor") and the Town of Prosper, 7H[DVD municipal corporation (the "Owner"). For and in consideration of the payment, agreements and conditions hereinafter mentioned, and under the conditions expressed in the bonds herein, Contractor hereby agrees to complete the construction of improvements described as follows: LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER LINE BID NO. 2016-67-B in the Town of Prosper, Texas, and all extra work in connection therewith, under the terms as stated in the terms of this Contract, including all Contract Documents incorporated herein; and at his, her or their own proper cost and expense to furnish all superintendence, labor, insurance, equipment, tools and other accessories and services necessary to complete the said construction in accordance with all the Contract Documents, incorporated herein as if written word for word, and in accordance with the Plans, which include all maps, plats, blueprints, and other drawings and printed or written explanatory manner therefore, and the Specifications as prepared by Town of Prosper or its consultant hereinafter called Engineer, who has been identified by the endorsement of the Contractor's written proposal, the General Conditions of this Contract, the Special Conditions of this Contract, the payment, performance, and maintenance bonds hereto attached; all of which are made a part hereof and collectively evidence and constitute the entire Contract. A. Contract Documents and Order of Precedence The Contract Documents shall consist of the following documents: 1. this Construction Agreement; 2. properly authorized change orders; 3. the Special Conditions of this Contract; 4. the General Conditions of this Contract; 5. the Technical Specifications & Construction Drawings of this Contract; 6. the OWNER's Standard Construction Details; 7. the OWNER's Standard Construction Specifications; 8. the OWNER’s written notice to proceed to the CONTRACTOR; 9. the Contractor’s Bid Proposal; 10. any listed and numbered addenda; 11. the Performance, Payment, and Maintenance Bonds; and, 12. any other bid materials distributed by the Owner that relate to the Project. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 14 These Contract Documents are incorporated by reference into this Construction Agreement as if set out here in their entirety. The Contract Documents are intended to be complementary; what is called for by one document shall be as binding as if called for by all Contract Documents. It is specifically provided, however, that in the event of any inconsistency in the Contract Documents, the inconsistency shall be resolved by giving precedence to the Contract Documents in the order in which they are listed herein above. If, however, there exists a conflict or inconsistency between the Technical Specifications and the Construction Drawings it shall be the Contractor’s obligation to seek clarification as to which requirements or provisions control before undertaking any work on that component of the project. Should the Contractor fail or refuse to seek a clarification of such conflicting or inconsistent requirements or provisions prior to any work on that component of the project, the Contractor shall be solely responsible for the costs and expenses - including additional time - necessary to cure, repair and/or correct that component of the project. B. Total of Payments Due Contractor For performance of the Work in accordance with the Contract Documents, the Owner shall pay the Contractor in current funds an amount not to exceed Eight Hundred Eighty-Three Thousand Five Hundred Thirty Dollars and no cents ($883,530.00). This amount is subject to adjustment by change RUGHULQDFFRUGDQFHwith the Contract Documents. C. Dates to Start and Complete Work Contractor shall begin work within ten (10) calendar days after receiving a written Notice to Proceed or written Work Order from the Owner. All Work required under the Contract Documents shall be substantially completed within 120 calendar days after the date of the Notice to Proceed for the base bid. Within 30 additional calendar days after Substantial Completion, all outstanding issues shall be addressed and ready for final payment. Under this Construction Agreement, all references to “day” are to be considered “calendar days” unless noted otherwise. D. CONTRACTOR'S INDEMNITY TO THE OWNER AND OTHERS CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS THE TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS AND EMPLOYEES, IN BOTH THEIR PUBLIC AND PRIVATE CAPACITIES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND ATTORNEY FEES WHICH MAY ARISE BY REASON OF INJURY TO OR DEATH OF ANY PERSON OR FOR LOSS OF, DAMAGE TO, OR LOSS OF USE OF ANY PROPERTY OCCASIONED BY ERROR, OMISSION, OR NEGLIGENT ACT OF CONTRACTOR, ITS SUBCONTRACTORS, ANY OFFICERS, AGENTS OR EMPLOYEES OF CONTRACTOR OR ANY SUBCONTRACTORS, INVITEES, AND ANY OTHER THIRD PARTIES OR PERSONS FOR WHOM OR WHICH CONTRACTOR IS LEGALLY RESPONSIBLE, IN ANY WAY ARISING OUT OF, RELATING TO, RESULTING FROM, OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT, AND CONTRACTOR WILL AT HIS OR HER OWN COST AND EXPENSE DEFEND AND PROTECT TOWN OF PROSPER (OWNER) FROM ANY AND ALL SUCH CLAIMS AND DEMANDS. CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS, AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 15 ATTORNEYS FEES FOR INJURY OR DEATH OF ANY PERSON OR FOR LOSS OF, DAMAGES TO, OR LOSS OF USE OF ANY PROPERTY, ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT. SUCH INDEMNITY SHALL APPLY WHETHER THE CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION ARISE IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE TOWN OF PROSPER (OWNER), ITS MAYOR AND TOWN COUNCIL, OFFICERS, OFFICIALS, AGENTS OR EMPLOYEES. IT IS THE EXPRESS INTENTION OF THE PARTIES HERETO THAT THE INDEMNITY PROVIDED FOR IN THIS PARAGRAPH IS INDEMNITY BY CONTRACTOR TO INDEMNIFY AND PROTECT TOWN OF PROSPER (OWNER) FROM THE CONSEQUENCES OF TOWN OF PROSPER’S (OWNER'S) OWN NEGLIGENCE, WHETHER THAT NEGLIGENCE IS A SOLE OR CONCURRING CAUSE OF THE INJURY, DEATH OR DAMAGE. IN ANY AND ALL CLAIMS AGAINST ANY PARTY INDEMNIFIED HEREUNDER BY ANY EMPLOYEE OF THE CONTRACTOR, ANY SUB-CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION HEREIN PROVIDED SHALL NOT BE LIMITED IN ANY WAY BY ANY LIMITATION ON THE AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR ANY SUB-CONTRACTOR UNDER WORKMEN'S COMPENSATION OR OTHER EMPLOYEE BENEFIT ACTS. INDEMNIFIED ITEMS SHALL INCLUDE ATTORNEYS' FEES AND COSTS, COURT COSTS, AND SETTLEMENT COSTS. INDEMNIFIED ITEMS SHALL ALSO INCLUDE ANY EXPENSES, INCLUDING ATTORNEYS' FEES AND EXPENSES, INCURRED BY AN INDEMNIFIED INDIVIDUAL OR ENTITY IN ATTEMPTING TO ENFORCE THIS INDEMNITY. In its sole discretion, the Owner shall have the right to approve counsel to be retained by Contractor in fulfilling its obligation to defend and indemnify the Owner. Contractor shall retain approved counsel for the Owner within seven (7) business days after receiving written notice from the Owner that it is invoking its right to indemnification under this Construction Agreement. If Contractor does not retain counsel for the Owner within the required time, then the Owner shall have the right to retain counsel and the Contractor shall pay these attorneys' fees and expenses. The Owner retains the right to provide and pay for any or all costs of defending indemnified items, but it shall not be required to do so. To the extent that Owner elects to provide and pay for any such costs, Contractor shall indemnify and reimburse Owner for such costs. (Please note that this “broad-form” indemnification clause is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) E. Insurance Requirements 1. Before commencing work, the Contractor shall, at its own expense, procure, pay for and maintain the following insurance coverage written by companies approved by the State of Texas and acceptable to the Town of Prosper. The Contractor shall furnish to the Town of Prosper Purchasing Agent certificates of insurance executed by the insurer or its authorized agent stating the type of coverages, limits of each such coverage, expiration dates and compliance with all applicable required provisions. Certificates shall reference the project/contract number and be addressed as follows: LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER LINE BID NO. 2016-67-B Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 16 Town of Prosper P.O. Box 307 121 W. Broadway Prosper, Texas 75078 (a) Commercial General Liability insurance, including, but not limited to Premises/Operations, Personal & Advertising Injury, Products/Completed Operations, Independent Contractors and Contractual Liability, with minimum combined single limits of $1,000,000 per-occurrence, $1,000,000 Products/Completed Operations Aggregate and $2,000,000 general aggregate. If high risk or dangerous activities are included in the Work, explosion, collapse and underground (XCU) coverage is also required. Coverage must be written on an occurrence form. The General Aggregate shall apply on a per project basis. (b) Workers’ Compensation insurance with statutory limits; and Employers’ Liability coverage with minimum limits for bodily injury: a) by accident, $100,000 each accident, b) by disease, $100,000 per employee with a per policy aggregate of $500,000. (c) Umbrella or Excess Liability insurance with minimum limits of $2,000,000 each occurrence and annual aggregate for bodily injury and property damage, that follows form and applies in excess of the above indicated primary coverage in subparagraphs a and b. The total limits required may be satisfied by any combination of primary, excess or umbrella liability insurance provided all policies comply with all requirements. The Contractor may maintain reasonable deductibles, subject to approval by the Owner. 2. With reference to the foregoing required insurance, the Contractor shall endorse applicable insurance policies as follows: (a) A waiver of subrogation in favor of Town of Prosper, its officials, employees, and officers shall be contained in the Workers’ Compensation insurance policy. (b) The Town of Prosper, its officials, employees and officers shall be named as additional insureds on the Commercial General Liability policy, by using endorsement CG2026 or broader. (Please note that this “additional insured” coverage requirement is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) (c) All insurance policies shall be endorsed to the effect that Town of Prosper will receive at least thirty (30) days notice prior to cancellation, non-renewal, termination, or material change of the policies. 3. All insurance shall be purchased from an insurance company that meets a financial rating of “A” or better as assigned by the A.M. BEST Company or equivalent. 4. With respect to Workers’ Compensation insurance, the Contractor agrees to comply with all applicable provisions of 28 Tex. Admin Code § 110.110, “Reporting Requirements for Building or Construction Projects for Governmental Entities,” as such provision may be amended, and as set forth in Paragraph F following. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 17 F. Workers' Compensation Insurance Coverage 1. Definitions: Certificate of coverage ("certificate")- A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 18 6. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 19 (g) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Performance, Payment and Maintenance Bonds The Contractor shall procure and pay for performance and payment bonds applicable to the work in the amount of the total bid price. The Contractor shall also procure and pay for a maintenance bond applicable to the work in the amount of ten percent (10%) of the total bid price. The period of the Maintenance Bond shall be two years from the date of acceptance of all work done under the contract, to cover the guarantee as set forth in this Construction Agreement. The performance, payment and maintenance bonds shall be issued in the form attached to this Construction Agreement as Exhibits B, C and D. Other performance, payment and maintenance bond forms shall not be accepted. Among other things, these bonds shall apply to any work performed during the two-year warranty period after acceptance as described in this Construction Agreement. The performance, payment and maintenance bonds shall be issued by a corporate surety, acceptable to and approved by the Town, authorized to do business in the State of Texas, pursuant to Chapter 2253 of the Texas Government Code. Further, the Contractor shall supply capital and surplus information concerning the surety and reinsurance information concerning the performance, payment and maintenance bonds upon Town request. In addition to the foregoing requirements, if the amount of the bond exceeds One Hundred Thousand Dollars ($100,000) the bond must be issued by a surety that is qualified as a surety on obligations permitted or required under federal law as indicated by publication of the surety’s name in the current U.S. Treasury Department Circular 570. In the alternative, an otherwise acceptable surety company (not qualified on federal obligations) that is authorized and admitted to write surety bonds in Texas must obtain reinsurance on any amounts in excess of One Hundred Thousand Dollars ($100,000) from a reinsurer that is authorized and admitted as a reinsurer in Texas who also qualifies as a surety or reinsurer on federal obligations as indicated by publication of the surety’s or reinsurer’s name in the current U.S. Treasury Department Circular 570. H. Progress Payments and Retainage As it completes portions of the Work, the Contractor may request progress payments from the Owner. Progress payments shall be made by the Owner based on the Owner's estimate of the value of the Work properly completed by the Contractor since the time the last progress payment was made. The "estimate of the value of the work properly completed" shall include the net invoice value of acceptable, non-perishable materials actually delivered to and currently at the job site only if the Contractor provides to the Owner satisfactory evidence that material suppliers have been paid for these materials. No progress payment shall be due to the Contractor until the Contractor furnishes to the Owner: Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 20 1. copies of documents reasonably necessary to aid the Owner in preparing an estimate of the value of Work properly completed; 2. full or partial releases of liens, including releases from subcontractors providing materials or delivery services relating to the Work, in a form acceptable to the Owner releasing all liens or claims relating to goods and services provided up to the date of the most recent previous progress payment; 3. an updated and current schedule clearly detailing the project’s critical path elements; and 4. any other documents required under the Contract Documents. Progress payments shall not be made more frequently than once every thirty (30) calendar days unless the Owner determines that more frequent payments are appropriate. Further, progress payments are to be based on estimates and these estimates are subject to correction through the adjustment of subsequent progress payments and the final payment to Contractor. If the Owner determines after final payment that it has overpaid the Contractor, then Contractor agrees to pay to the Owner the overpayment amount specified by the Owner within thirty (30) calendar days after it receives written demand from the Owner. The fact that the Owner makes a progress payment shall not be deemed to be an admission by the Owner concerning the quantity, quality or sufficiency of the Contractor's work. Progress payments shall not be deemed to be acceptance of the Work nor shall a progress payment release the Contractor from any of its responsibilities under the Contract Documents. After determining the amount of a progress payment to be made to the Contractor, the Owner shall withhold a percentage of the progress payment as retainage. The amount of retainage withheld from each progress payment shall be set at five percent (5%). Retainage shall be withheld and may be paid to: a. ensure proper completion of the Work. The Owner may use retained funds to pay replacement or substitute contractors to complete unfinished or defective work; b. ensure timely completion of the Work. The Owner may use retained funds to pay liquidated damages; and c. provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Retained funds shall be held by the Owner in accounts that shall not bear interest. Retainage not otherwise withheld in accordance with the Contract Documents shall be returned to the Contractor as part of the final payment. I. Withholding Payments to Contractor The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that the Work has not been performed in accordance with the Contract Documents. The Owner may use these funds to pay replacement or substitute contractors to complete unfinished or defective Work. The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that it is necessary and proper to provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Amounts withheld under this section shall be in addition to any retainage. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 21 J. Acceptance of the Work When the Work is completed, the Contractor shall request that the Owner perform a final inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents, it shall issue a written notice of acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. It is specifically provided that Work shall be deemed accepted on the date specified in the Owner's written notice of acceptance of the Work. The Work shall not be deemed to be accepted based on "substantial completion" of the Work, use or occupancy of the Work, or for any reason other than the Owner's written Notice of Acceptance. Further, the issuance of a certificate of occupancy for all or any part of the Work shall not constitute a Notice of Acceptance for that Work. In its discretion, the Owner may issue a Notice of Acceptance covering only a portion of the Work. In this event, the notice shall state specifically what portion of the Work is accepted. K. Acceptance of Erosion Control Measures When the erosion control measures have been completed, the Contractor shall request that the Owner perform a final inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents and per TPDES General Construction Permit, it shall issue a written Notice of Acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents or TPDES General Construction Permit, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. L. Final Payment After all Work required under the Contract Documents has been completed, inspected, and accepted, the Town shall calculate the final payment amount promptly after necessary measurements and computations are made. The final payment amount shall be calculated to: 1. include the estimate of the value of Work properly completed since the date of the most recent previous progress payment; 2. correct prior progress payments; and 3. include retainage or other amounts previously withheld that are to be returned to Contractor, if any. Final payment to the Contractor shall not be due until the Contractor provides original full releases of liens from the Contractor and its subcontractors, or other evidence satisfactory to the Owner to show that all sums due for labor, services, and materials furnished for or used in connection with the Work have been paid or shall be paid with the final payment. To ensure this result, Contractor consents to the issuance of the final payment in the form of joint checks made payable to Contractor and others. The Owner may, but is not obligated to issue final payment using joint checks. Final payment to the Contractor shall not be due until the Contractor has supplied to the Owner original copies of all documents that the Owner determines are reasonably necessary to ensure both that the final payment amount is properly calculated and that the Owner has satisfied its obligation to administer the Construction Agreement in accordance with applicable law. The following documents shall, at a minimum, be required to be submitted prior to final payment being due: redline as-built construction plans; consent of surety to final payment; public infrastructure inventory; affidavit of value for public infrastructure; and, final change order(s). “Redline as-built construction plans” shall include, but are not limited to markups for change orders, field revisions, and quantity overruns as applicable. The list Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 22 of documents contained in this provision is not an exhaustive and exclusive list for every project performed pursuant to these Contract Documents and Contractor shall provide such other and further documents as may be requested and required by the Owner to close out a particular project. Subject to the requirements of the Contract Documents, the Owner shall pay the Final Payment within thirty (30) calendar days after the date specified in the Notice of Acceptance. This provision shall apply only after all Work called for by the Contract Documents has been accepted. M. Contractor’s Warranty For a two-year period after the date specified in a written notice of acceptance of Work, Contractor shall provide and pay for all labor and materials that the Owner determines are necessary to correct all defects in the Work arising because of defective materials or workmanship supplied or provided by Contractor or any subcontractor. This shall also include areas of vegetation that did meet TPDES General Construction Permit during final close out but have since become noncompliant. Forty-five (45) to sixty (60) calendar days before the end of the two-year warranty period, the Owner may make a warranty inspection of the Work. The Owner shall notify the Contractor of the date and time of this inspection so that a Contractor representative may be present. After the warranty inspection, and before the end of the two-year warranty period, the Owner shall mail to the Contractor a written notice that specifies the defects in the Work that are to be corrected. The Contractor shall begin the remedial work within ten (10) calendar days after receiving the written notice from the Town. If the Contractor does not begin the remedial work timely or prosecute it diligently, then the Owner may pay for necessary labor and materials to effect repairs and these expenses shall be paid by the Contractor, the performance bond surety, or both. If the Owner determines that a hazard exists because of defective materials and workmanship, then the Owner may take steps to alleviate the hazard, including making repairs. These steps may be taken without prior notice either to the Contractor or its surety. Expenses incurred by the Owner to alleviate the hazard shall be paid by the Contractor, the performance bond surety, or both. Any Work performed by or for the Contractor to fulfill its warranty obligations shall be performed in accordance with the Contract Documents. By way of example only, this is to ensure that Work performed during the warranty period is performed with required insurance and the performance and payment bonds still in effect. Work performed during the two-year warranty period shall itself be subject to a one-year warranty. This warranty shall be the same as described in this section. The Owner may make as many warranty inspections as it deems appropriate. N. Compliance with Laws The Contractor shall be responsible for ensuring that it and any subcontractors performing any portion of the Work required under the Contract Documents comply with all applicable federal, state, county, and municipal laws, regulations, and rules that relate in any way to the performance and completion of the Work. This provision applies whether or not a legal requirement is described or referred to in the Contract Documents. Ancillary/Integral Professional Services: In selecting an architect, engineer, land surveyor, or other professional to provide professional services, if any, that are required by the Contract Documents, Contractor shall not do so on the basis of competitive bids but shall make such selection on the basis of demonstrated competence and qualifications to perform the services in the manner provided by Section 2254.004 of the Texas Government Code and shall so certify to the Town the Contractor's agreement to comply with this provision with Contractor's bid. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 23 O. Other Items The Contractor shall sign the Construction Agreement, and deliver signed performance, payment and maintenance bonds and proper insurance policy endorsements (and/or other evidence of coverage) within ten (10) calendar days after the Owner makes available to the Contractor copies of the Contract Documents for signature. Six (6) copies of the Contract Documents shall be signed by an authorized representative of the Contractor and returned to the Town. The Construction Agreement "effective date" shall be the date on which the Town Council acts to approve the award of the Contract for the Work to Contractor. It is expressly provided, however, that the Town Council delegates the authority to the Town Manager or his designee to rescind the Contract award to Contractor at any time before the Owner delivers to the Contractor a copy of this Construction Agreement that bears the signature of the Town Manager and Town Secretary or their authorized designees. The purpose of this provision is to ensure: 1. that Contractor timely delivers to the Owner all bonds and insurance documents; and 2. that the Owner retains the discretion not to proceed if the Town Manager or his designee determines that information indicates that the Contractor was not the lowest responsible bidder or that the Contractor cannot perform all of its obligations under the Contract Documents. THE CONTRACTOR AGREES THAT IT SHALL HAVE NO CLAIM OR CAUSE OF ACTION OF ANY KIND AGAINST OWNER, INCLUDING A CLAIM FOR BREACH OF CONTRACT, NOR SHALL THE OWNER BE REQUIRED TO PERFORM UNDER THE CONTRACT DOCUMENTS, UNTIL THE DATE THE OWNER DELIVERS TO THE CONTRACTOR A COPY OF THE CONSTRUCTION AGREEMENT BEARING THE SIGNATURES JUST SPECIFIED. The Contract Documents shall be construed and interpreted by applying Texas law. Exclusive venue for any litigation concerning the Contract Documents shall be Collin County, Texas. Although the Construction Agreement has been drafted by the Owner, should any portion of the Construction Agreement be disputed, the Owner and Contractor agree that it shall not be construed more favorably for either party. The Contract Documents are binding upon the Owner and Contractor and shall insure to their benefit and as well as that of their respective successors and assigns. If Town Council approval is not required for the Construction Agreement under applicable law, then the Construction Agreement "effective date" shall be the date on which the Town Manager and Town Secretary or their designees have signed the Construction Agreement. If the Town Manager and Town Secretary sign on different dates, then the later date shall be the effective date. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 24 MARIO SINACOLA & SONS EXCAVTING, INC. TOWN OF PROSPER, TEXAS By: By: HARLAN JEFFERSON Title: Title: Town Manager Date: Date: Address: Phone: Fax: Address: 121 W. Broadway Prosper, Texas 75078 Phone: (972) 346 - 2640 Fax: (972) 569 - 9335 ATTEST: ROBYN BATTLE Town Secretary Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 25 PERFORMANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is __________________________________________________________________________, hereinafter called Principal, and __________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Beneficiary”, in the penal sum of __________________ Dollars ($____________) plus fifteen percent (15%) of the stated penal sum as an additional sum of money representing additional court expenses, attorneys’ fees, and liquidated damages arising out of or connected with the below identified Contract in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Beneficiary, dated on or about the _________ day of ___________________, A.D. 20____, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER LINE BID NO. 2016-67-B in the Town of Prosper, Texas, as more particularly described and designated in the above- referenced contract such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform and fulfill all of the undertakings, covenants, terms, conditions and agreements of said Contract in accordance with the Plans, Specifications and Contract Documents during the original term thereof and any extension thereof which may be granted by the Beneficiary, with or without notice to the Surety, and during the life of any guaranty or warranty required under this Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived; and, if the Principal shall repair and/or replace all defects due to faulty materials and workmanship that appear within a period of one (1) year from the date of final completion and final acceptance of the Work by Owner; and, if the Principal shall fully indemnify and save harmless the Beneficiary from and against all costs and damages which Beneficiary may suffer by reason of failure to so perform herein and shall fully reimburse and repay Beneficiary all outlay and expense which the Beneficiary may incur in making good any default or deficiency, then this obligation shall be void; otherwise, it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive Venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Plans, Specifications and Drawings, etc., accompanying the same shall in anywise affect its obligation on this Bond, and it does hereby waive notice of any such change, Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 26 extension of time, alteration or addition to the terms of the Contract, or to the Work or to the Specifications. This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, this, the ________ day of ________________, 2016. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 27 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 28 PAYMENT BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is ____________________________________________________________________________, hereinafter called Principal, and__________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Owner”, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon the building or improvements hereinafter referred to in the penal sum of ___________________________________ DOLLARS ($_______________) in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Owner, dated on or about the __________ day of _________________, A.D. 2016, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER LINE BID NO. 2016-67-B NOW THEREFORE, if the Principal shall well, truly and faithfully perform its duties and make prompt payment to all persons, firms, subcontractors, corporations and claimants supplying labor and/or material in the prosecution of the Work provided for in the above-referenced Contract and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modification to the Surety is hereby expressly waived, then this obligation shall be void; otherwise it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc., accompanying the same, shall in anywise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 29 IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, this, the _______ day of _________________, 2016. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 30 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 31 MAINTENANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That _______________________________ whose address is________________________________________________, hereinafter referred to as “Principal,” and ___________________________________, a corporate surety/sureties organized under the laws of the State of ____________ and fully licensed to transact business in the State of Texas, as Surety, hereinafter referred to as “Surety” (whether one or more), are held and firmly bound unto the TOWN OF PROSPER, a Texas municipal corporation, hereinafter referred to as “Owner,” in the penal sum of ___________________________________ DOLLARS ($_______________) (fifteen percent (15%) of the total bid price), in lawful money of the United States to be paid to Owner, its successors and assigns, for the payment of which sum well and truly to be made, we bind ourselves, our successors, heirs, executors, administrators and successors and assigns, jointly and severally; and firmly by these presents, the condition of this obligation is such that: WHEREAS, Principal entered into a certain written Contract with the Town of Prosper, dated on or about the _____ day of ________________________, 2016, to furnish all permits, licenses, bonds, insurance, products, materials, equipment, labor, supervision, and other accessories necessary for the construction of: LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER LINE BID NO. 2016-67-B in the Town of Prosper, Texas, as more particularly described and designated in the above-referenced contract, such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word: WHEREAS, in said Contract, the Principal binds itself to use first class materials and workmanship and of such kind and quality that for a period of two (2) years from the completion and final acceptance of the improvements by Owner the said improvements shall require no repairs, the necessity for which shall be occasioned by defects in workmanship or materials and during the period of two (2) years following the date of final acceptance of the Work by Owner, Principal binds itself to repair or reconstruct said improvements in whole or in part at any time within said period of time from the date of such notice as the Town Manager or his designee shall determine to be necessary for the preservation of the public health, safety or welfare. If Principal does not repair or reconstruct the improvements within the time period designated, Owner shall be entitled to have said repairs made and charge Principal and/or Surety the cost of same under the terms of this Maintenance Bond. NOW, THEREFORE, if Principal will maintain and keep in good repair the Work herein contracted to be done and performed for a period of two (2) years from the date of final acceptance and do and perform all necessary work and repair any defective condition (it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by Principal) then this obligation shall be void; otherwise it shall remain in full force and effect and Owner shall have and recover from Principal and its Surety damages in the premises as provided in the Plans and Specifications and Contract. PROVIDED, however, that Principal hereby holds harmless and indemnifies Owner from and against any claim or liability for personal injury or property damage caused by and occurring during the performance of said maintenance and repair operation. PROVIDED, further, that if any legal action be filed on this Bond, exclusive venue shall lie in Collin County, Texas. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 32 AND PROVIDED FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc. accompanying same shall in any way affect its obligation on this Bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder. The undersigned and designated agent is hereby designated by Surety as the resident agent in either Collin or Dallas Counties to whom all requisite notice may be delivered and on whom service of process may be had in matters arising out of this suretyship. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, on this the _____ day of ____________, 2016. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 33 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 34 SPECIAL CONDITIONS SC.01 PURPOSE: The Special Conditions contained herein set forth conditions or requirements particular to this Contract: LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER LINE BID NO. 2016-67-B The Special Conditions supplement the General Conditions and the Standard Specifications and take precedence over any conditions or requirements of the General Conditions and the Standard Specifications with which they are in conflict. SC.02 DEFINITIONS: The following words and expressions, or pronouns used in their place, shall wherever they appear in this Contract, be construed as follows, unless a different meaning is clear from the context: ENGINEER: The Engineer of Record as shown on the Construction Drawings: Clayton C. Barnard, Freese and Nichols, Inc., 6136 Frisco Square Blvd., Suite 200, Frisco, Texas 75034, (972) 624-9200. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 35 GENERAL CONDITIONS GC.01 PURPOSE: The General Conditions contained herein set forth conditions or requirements common to this Contract and all other construction contracts issued by the Town of Prosper. GC.02 DEFINITIONS: The following words and expressions, or pronouns used in their place, shall wherever they appear in this Contract, be construed as follows, unless a different meaning is clear from the context: CALENDAR DAY: Any days of the week or month, no days being excepted. CONTRACT DOCUMENTS: All of the written, printed, typed, and drawn instruments that comprise and govern the performance of the contract as defined by the Construction Agreement. ENGINEER: The ENGINEER of the OWNER or his designee. EXTRA WORK: Work required by the OWNER other than that which is expressly or impliedly required by the Contract Documents at the time of execution of the Contract. HOLIDAYS: The ten official holidays observed are New Year's Day, Martin Luther King Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Eve, and Christmas Day. If a holiday falls on a Saturday, it shall be observed on the preceding Friday. If a holiday falls on a Sunday, it shall be observed on the following Monday. OWNER: The Town of Prosper, Texas, acting through the Town Manager under authority granted by the Town Council. OWNER'S REPRESENTATIVE: The Executive Director of Development and Community Services of the Town of Prosper or his designee. SUB-CONTRACTOR: Any persons, firm or corporation, other than employees of the CONTRACTOR, who or which contracts with the CONTRACTOR to furnish, or who actually furnishes, labor and/or materials and equipment at or about the site. SUBSTANTIALLY COMPLETE: The condition upon which the Work has been made suitable for use and may serve its intended purpose but may still require minor miscellaneous work and adjustment. WORK: All work to be performed by the CONTRACTOR under the terms of the Contract, including the furnishing of all materials, supplies, machinery, equipment, tools, superintendence, labor, submittals, services, insurance, permits, certificates, licenses, and all water, light, power, fuel, transportation, facilities, and other incidentals. WRITTEN NOTICE: Notice required by the Contract shall be served concurrently to the OWNER'S REPRESENTATIVE, ENGINEER, and/or CONTRACTOR. Notice delivered by mail shall be effective on the postmark date, notice delivered by hand shall be effective the date of delivery, and notice delivered by facsimile or e-mail shall be effective the date of transmission, provided that any notice served after 5 PM or on a weekend or holiday shall be effective the following business day. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 36 GC.03 GENERAL RESPONSIBILITIES AND UNDERSTANDINGS: (a) Intent of Contract Documents: The intent of the Contract Documents is to prescribe a complete work or improvement, which the CONTRACTOR undertakes to do in full compliance with the plans, specifications, special provisions, proposal and contract. The CONTRACTOR shall do all work as provided in the plans, specifications, special provisions, proposal and contract, and shall do such additional extra work as may be considered necessary to complete the work in satisfactory and acceptable manner. The CONTRACTOR shall furnish all labor, tools, materials, machinery, equipment and incidentals necessary to the satisfactory prosecution and completion of the work. (b) No Waiver of Legal Right: Inspection by the OWNER or ENGINEER, any order, measurement, or certificate by OWNER or ENGINEER, any order by the OWNER for payment of money, any payment for or acceptance of any work, or any extension of time, or any possession taken by the OWNER, shall not operate as a waiver of any provisions of the Contract Documents or any power therein reserved to the OWNER of any rights or damages therein provided. Any waiver of any breach of contract shall not be held to be a waiver of any other subsequent breach. The OWNER deserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the contract and specifications. The OWNER reserves the right to claim and recover by process of law sums as may be sufficient to correct any error or make good any deficiency in the work resulting from such error, dishonesty or collusion, upon the conclusive proof of collusion or dishonesty by the CONTRACTOR or his agents and the ENGINEER or his assistants, discovered in the work after the final payment has been made. (c) Changes and Alterations: The CONTRACTOR further agrees that the OWNER or ENGINEER may make such changes and alterations as the OWNER may see fit, in the line, grade, form, dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompany Performance and Payment Bonds. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages for anticipated profits on the work that may be dispensed with. If the amount of work is increased, such additional work shall be paid for as provided under Extra Work. In case the OWNER shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the OWNER shall recompense the CONTRACTOR for any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned. (d) Discrepancies and Omissions: It is further agreed that it is the intent of this contract that all work must be done and all material must be furnished in accordance with the generally accepted practice, and in the event of any discrepancies between the separate contract documents, the priority of interpretation defined by the Construction Agreement shall govern. In the event that there is still any doubt as to the meaning and intent of any portion of the contract, specifications or drawings, the ENGINEER shall define which is intended to apply to the work. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 37 (e) Plans and Specifications: The OWNER shall furnish the CONTRACTOR with an adequate and reasonable number of copies of all plans and specifications without expense to him, and the CONTRACTOR shall keep one copy of the same constantly accessible on the work, with the latest revisions noted thereon. (f) Ownership of Drawings: All drawings, specifications and copies thereof furnished by the OWNER shall not be reused on other work, and, with the exception of the signed contract sets, are to be returned to him on request, at the completion of the work. All models are the property of the OWNER. (g) Adequacy of Design: It is understood that the OWNER believes it has employed competent engineers and designers. It is, therefore, agreed that, as to the CONTRACTOR only, the OWNER shall be responsible for the adequacy of the design, sufficiency of the Contract Documents, and the practicability of the operations of the completed project; provided the CONTRACTOR has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CONTRACTOR to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof and all approved additions and alterations thereto. (h) Line and Grade: The ENGINEER will furnish control benchmarks for the construction of the Work. The CONTRACTOR shall use the control benchmarks and data shown on the drawings. No construction staking will be provided by the ENGINEER or owner for this project. Any re-staking, and all construction staking, required shall be at the sole cost of the CONTRACTOR. (i) Right of Way and Easements: The OWNER will obtain all necessary right of ways and easements required for the completion of the Work. No work shall be undertaken on nor shall men, tools, equipment, or other supplies occupy any ground outside right of ways and easements. If Contractor wants to work outside right of ways and easements and is able to make an agreement with the Property Owner, then the agreement should be documented and signed by the Property Owner and CONTRACTOR with a copy submitted to the OWNER before work off the easement commences. The OWNER will obtain permits and/or license agreements necessary for work to be performed on right of ways or easements owned by other agencies including, but not limited to, the Texas Departments of Transportation, North Texas Tollway Authority, BNSF Railway, and utility companies. The CONTRACTOR shall comply with the conditions of these permits and/or license agreements as if they were a part of the Contract Documents. (j) Existing Utilities and Structures: The location of existing utilities shown on the plans are based on the interpretation of the best available information and are not warranted by the OWNER or ENGINEER. It shall be the responsibility of the CONTRACTOR to verify and/or locate the various locations of pertinent utilities prior to or during construction. If any utility or irrigation system is broken by the Contractor, it shall be the responsibility of the CONTRACTOR to repair, at his own expense, the damaged line and restore it to its functional use. (k) Right of Entry: The OWNER reserves the right to enter the property or location on which the works herein contracted for are to be constructed or installed, by such Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 38 agent or agents as he may elect, for the purpose of inspecting the work, or for the purpose of constructing or installing such collateral work as said OWNER may desire. The CONTRACTOR shall conduct his work so as not to impede unnecessarily any work being done by others on or adjacent to the site. (l) Collateral Contracts: The OWNER agrees to provide by separate contract or otherwise, all labor and material essential to the completion of the work specifically excluded from this contract, in such manner as not to delay the progress of the work or damage said CONTRACTOR, except where such delays are specifically mentioned elsewhere in the Contract Documents. (m) Objections and Determinations: The ENGINEER shall determine all claims disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the work or the interpretation of the Contract Documents. The ENGINEER'S decision shall be rendered in writing within a reasonable time and shall be binding. (n) Owner-Engineer Relationship: The duties, responsibilities and limitations of authority of the ENGINEER during construction are as set forth in the Contract Documents and shall not be extended or limited without written consent of the OWNER and ENGINEER. The ENGINEER will advise and consult with the OWNER, and OWNER'S instructions to the CONTRACTOR may be issued through the ENGINEER as if they were issued by the OWNER directly. GC.04 CONTRACTOR RESPONSIBILITIES: (a) Contractor Independence: The CONTRACTOR is and at all times shall remain an independent contractor, solely responsible for the manner and method of completing his work under this contract, with full power and authority to select the means, method and manner of performing such work, so long as such methods do not adversely affect the completed improvements, the OWNER and ENGINEER being interested only in the result obtained and conformity of such completed improvements to the Contract Documents. (b) Assignment and Subletting: The CONTRACTOR agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract and that he will not assign by Power of Attorney, or otherwise, or sublet said contract without the written consent of the OWNER or ENGINEER, and that no part or feature of the work will be sublet to anyone objectionable to the ENGINEER or the OWNER. The CONTRACTOR further agrees that the subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the CONTRACTOR from his full obligations to the OWNER, as provided by this Agreement. (c) Contractor’s Understanding: It is understood and agreed that the CONTRACTOR has, by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way affect the work under this contract. No verbal agreement or conversation with any officer, agent or employee of the OWNER or ENGINEER, either before or after the execution of this contact, shall affect or modify any of the terms or obligations herein contained. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 39 (d) Duty of Contractor: The CONTRACTOR shall be solely responsible for the safety of himself, his employees and other persons, as well as for the protection of the safety of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder. CONTRACTOR shall be fully and completely liable, at his own expense, for design, construction, installation and use, or non-use, of all items and methods incident to performance of the contract, and for all loss, damage or injury incident thereto, either to person or property, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, and similar items or devices used by him during construction (e) Supervision by Contractor: The CONTRACTOR shall give adequate attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall represent the CONTRACTOR in his absence and all directions given to him shall be as binding as if given to the CONTRACTOR. (f) Character of Workmen: The CONTRACTOR agrees to employ only orderly and competent men, skillful in the performance of the type of work required under this contract, to do the work; and agrees that whenever the OWNER or ENGINEER shall inform him in writing that any man or men on the work are, in his opinion, incompetent, unfaithful or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the OWNER’S or ENGINEER'S written consent. (g) Contractor’s Buildings: The building of structures or the erection of tents or other forms of protection will be permitted only for use as temporary office space or for storage of materials, equipment, and supplies and only at such places as the OWNER or ENGINEER shall direct, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the OWNER or ENGINEER. At no time shall employees or agents of the CONTRACTOR occupy such facilities except in conjunction with performance of the Work. (h) Protection of Site: The Contractor shall protect all structures, walks, pipe lines, trees, shrubbery, lawns and other improvements during the progress of his work and shall remove from the site all debris and unused materials. (i) Sanitation: Necessary sanitary conveniences for the use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the CONTRACTOR in such manner and at such points as shall be approved by the OWNER or ENGINEER, and their use shall be strictly enforced. (j) Equipment, Materials, and Construction Plant: The CONTRACTOR shall be responsible for the care, preservation, conservation, protection and replacement of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, all means of construction, and any and all parts of the work, whether the CONTRACTOR has been paid, partially paid, or not paid for such work, or whether OWNER has taken possession of completed portions of such work, until the entire work is completed and accepted. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 40 (k) Laws and Ordinances: The CONTRACTOR shall at all times observe and comply with all Federal, State and local laws, ordinances and regulations, which in any manner affect the Contract or the Work. If the CONTRACTOR observes that the Contract Documents are at variance therewith, he shall promptly notify the OWNER and ENGINEER in writing, and any necessary changes shall be adjusted as provided in the contract for changes in the work. If the CONTRACTOR performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the OWNER and ENGINEER, he shall bear all costs arising therefrom. (l) Losses from Natural Causes: Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the CONTRACTOR at his own cost and expense. GC.05 PROTECTION OF PERSONS AND PROPERTY: (a) Protection Against Claims: If any person files a claim against the OWNER, OWNER’s Agent or CONTRACTOR for personal injury or property damage resulting from, arising out of, or caused by, the operations of the CONTRACTOR, or any Work within the limits of the Project, the CONTRACTOR must either submit to the OWNER a duly executed full release within thirty (30) calendar days from the date of written claim, or immediately report the claim to his liability insurance carrier for their action in adjusting the claim. If the CONTRACTOR fails to comply with this provision within the stipulated time limit, it will be automatically deemed that the CONTRACTOR has appointed the OWNER as its irrevocable Attorney In Fact authorizing the OWNER to report the claim directly with the CONTRACTOR’s liability insurance carrier. This provision is in and of itself a Power of Attorney from the CONTRACTOR to the OWNER, which authorizes the OWNER to take said action on behalf of the CONTRACTOR without the necessity of the execution of any other document. If the CONTRACTOR fails to comply with the provisions of this item, the OWNER, at its own discretion, may terminate this contract or take any other actions it deems appropriate. Any payment or portion thereof due the CONTRACTOR, whether it is a final payment, progress payment, payment out of retainage or refund payment may be withheld by the OWNER. Bankruptcy, insolvency or denial of liability by the CONTRACTOR’s insurance carrier shall not exonerate the CONTRACTOR from liability. As a result of the additional work created to OWNER due to non-response of claims for damages by CONTRACTOR to third parties, CONTRACTOR shall incur penalties for failure to abide by this Special Condition. The CONTRACTOR shall respond to the claimant in writing regarding the status of the claim, including whether CONTRACTOR disputes the claim, wishes to settle, or will notify its liability insurance carrier regarding the claim. CONTRACTOR will be assessed a penalty by OWNER of $75.00 per claim, for its failure to respond to the claimant as described above within thirty (30) calendar days of its written notice of claim by the City. To ensure CONTRACTOR compliance, the OWNER shall be notified, by copied correspondence of responses or settlement by CONTRACTOR. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 41 (b) Protection Against Accidents to Employees and the Public: The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the work and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of the Associated General contractors of America except where incompatible with Federal, State, or Municipal laws or regulations. The CONTRACTOR shall provide such machinery guards, safe walkways, ladders, bridges, gangplanks, and other safety devices. The safety precautions actually taken and their adequacy shall be the sole responsibility of the CONTRACTOR, acting at his discretion as an independent contractor. (c) Protection of Adjoining Property: The CONTRACTOR shall take proper means to communicate with the adjacent or adjoining property owners and protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjoining property. (d) Protection Against Royalties or Patented Invention: The CONTRACTOR shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the patentee or owner. (e) Threats to Persons or Property: The CONTRACTOR shall respond promptly to any imminent threat to persons or property arising from or in relation to performance of the Work. Failure to promptly correct any threat to persons or property may result in a temporary suspension of work until such time as the threat is resolved. GC.06 PROSECUTION AND PROGRESS: (a) Time and Order of Completion: It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his work in such manner as shall be most conducive to economy of construction; provided however, that the order and the time of prosecution shall be such that the work shall be Substantially Completed as a whole and in part in accordance with this contract, the plans and specifications, and within the time of completion designated in the Proposal; provided, also, that when the OWNER is having other work done, either by contract or by his own force, the ENGINEER may direct the time and manner of constructing the work done under this contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized. The CONTRACTOR shall submit prior to beginning work, with each pay estimate, and at other such times as may reasonably be requested by the OWNER or ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the work, with dates at which the CONTRACTOR will start the several parts of the work, and estimated dates of completion of the several parts. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 42 (b) Working Hours: Permissible working hours are 7:00 AM to 7:00 PM Monday through Saturday, excluding holidays. Working hours are enforced by the Town of Prosper Police Department. Any variance to these working hours must be requested by the CONTRACTOR in writing at least two weeks in advance and will require approval from the OWNER upon positive recommendation of the ENGINEER. (c) Extension of Time: Should the CONTRACTOR be delayed in the completion of the work by any act or neglect of the OWNER or ENGINEER, or of any employee of either, or by other contractors employed by the OWNER, or by changes ordered in the work, or by strikes, lockouts, fires, and unusual delays by common carriers, or uncontrollable cause or causes beyond the CONTRACTOR'S control, and the OWNER and ENGINEER decides such cause justifies the delay, then an extension of time sufficient to compensate for the delay as determined by the OWNER or ENGINEER shall be allowed for completing the work; provided, however, that the CONTRACTOR shall give the OWNER or ENGINEER prompt notice in writing of the cause of such delay. (d) Hindrances and Delays: No claims shall be made by the CONTRACTOR for damages resulting from hindrances or delays from any cause (except where the work is stopped by order of the OWNER) during the progress of any portion of the work embraced in this contract. In case said work shall be stopped by the act of the OWNER, then such expense as in the judgment of the ENGINEER is caused by such stoppage of said work shall be paid by the OWNER to the CONTRACTOR. (e) Liquidated Damages: The time of completion is of the essence for this Contract. For each day that any work shall remain uncompleted after the time specified in the Contract or in an executed Change Order, including milestone completion dates, substantial completion, and final completion, the OWNER may deduct the following sum from monies due to the CONTRACTOR for each day the work remains uncompleted: GC.07 Amount of Contract Amount of Liquidated Damages Less than $50,000 $100 per day $50,000 to $100,000 $150 per day $100,000 to $500,000 $200 per day $500,000 to $1,000,000 $250 per day $1,000,000 to $5,000,000 $500 per day Greater than $5,000,000 $750 per day GC.08 CONTROL OF WORK AND MATERIAL: (a) Shop Drawings and Submittals: The CONTRACTOR shall submit to the OWNER or ENGINEER, with such promptness as to cause no delay in his own work or in that of any other contractor, four (4) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules required for the work of the various trades, and the OWNER or ENGINEER shall pass upon them with reasonable promptness, noting desired corrections. The CONTRACTOR shall make any corrections required by the OWNER or ENGINEER, file with him two corrected copies and furnish such other copies as may be needed. The OWNER’S or ENGINEER'S approval of such drawings or schedules shall not relieve the Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 43 CONTRACTOR from responsibility for deviations from drawings or specifications, unless he has in writing called the OWNER’S or ENGINEER'S attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the CONTRACTOR'S responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required contract work in accordance with the plans and specifications and within the contract time. Such review by the OWNER or ENGINEER shall be for the sole purpose of determining the sufficiency of said drawings or schedules to result in finished improvements in conformity with the plans and specifications, and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the OWNER or ENGINEER does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during CONTRACTOR'S performance hereunder. (b) Temporary Traffic Control: Where the Work is carried on, in or adjacent to any road, alley, sidewalk, trail, or other public space, the CONTRACTOR shall at his own cost and expense furnish, erect and maintain temporary traffic control devices and shall take such other precautionary measures for the protection of persons or property and of the Work as are necessary. A sufficient number and arrangement of temporary traffic control devices shall be erected to keep vehicles and persons from entering on or into any work under construction. The CONTRACTOR's responsibility for the maintenance of barricades, signs and lights, and for providing watchmen, shall not cease until the project has been accepted by the Owner. All temporary traffic control devices shall be clearly visible at all times of day and night. Signs and barricades shall constructed of retro-reflective sheeting, and cones and other channelizing devices shall have retro-reflective banding. All temporary traffic control devices shall comply with and have the meanings prescribed by the Texas Manual of Uniform Traffic Control Devices. The Contractor shall at all times coordinate the closing of any section of road, alley, sidewalk, trail, or other public space with the OWNER or ENGINEER. When such a closing is anticipated to have a duration longer than one (1) hour, the CONTRACTOR shall submit a traffic control plan at least 72 hours in advance to the OWNER or ENGINEER for review and approval. The CONTRACTOR shall be held responsible for all damage to the Work due to failure of barricades, signs, to protect it, and whenever evidence is found of such damage, the OWNER or ENGINEER may order the damaged portion immediately removed and replaced by the CONTRACTOR at his cost and expense. (c) Public Convenience: Materials stored about the Work shall be so placed, and the Work shall at all times to be so conducted, as to cause no greater obstruction to the traveling public than is considered necessary by the OWNER. The CONTRACTOR shall make provisions at all roads, alleys, sidewalks, trails, and private driveways for the free passage of pedestrians and vehicles provided that where free passage is impractical or unnecessary in the opinion of the OWNER, the CONTRACTOR may make arrangements satisfactory to the OWNER for the diversion of traffic and shall, at his own expense, provide all material and perform Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 44 all work necessary for the construction and maintenance of such diversions. The materials excavated, and the construction materials or plant used in the construction of the Work, shall be placed so as not to endanger the Work or prevent free access to all public and private utilities and related appurtenances. The OWNER reserves the right to remedy any neglect on the part of the CONTRACTOR as regards to the public convenience and safety which may come to its attention after twenty-four (24) hours notice in writing the CONTRACTOR, save in cases of emergency, when it shall have the right to remedy any neglect without notice; and in either case, the cost of such work done by the OWNER shall be deducted from monies due or to become due to the Contractor. (d) Testing of Materials: Testing and inspection of materials required by the specifications shall be performed by a commercial testing laboratory selected by the CONTRACTOR and approved by the OWNER. Except as otherwise noted, the costs of laboratory tests will be paid by the CONTRACTOR, including any materials or specimens for testing. Any testing of material or workmanship required due to failure will be paid for by the CONTRACTOR. This payment will be made direct to the testing laboratory by the CONTRACTOR. The CONTRACTOR shall furnish at his own expense, suitable evidence that the materials he proposes to incorporate into the work are in accordance with the specifications. Mill tests for reinforcing steel and cement will be acceptable if it is definite that the test sheets apply to the material being furnished. Manufacturer's or supplier's test results will be acceptable for such items as pipe, valves, hydrants when it is definite that the material being furnished is in accordance with the manufacturer's or supplier's specifications to which the test results apply. Supplier's evidence of quality and gradation of asphaltic material will be acceptable as long as the material is secured from the sources to which the evidence applies. Should the CONTRACTOR fail to provide the above information, or should the validity of the above information be called into question, the OWNER shall have the right to require tests to be made by the OWNER's laboratory to obtain this information and the cost therefore shall be borne by the CONTRACTOR or deducted from monies owed by the OWNER to the CONTRACTOR. (e) Trench Excavation Protection: It is the sole duty, responsibility, and prerogative of the CONTRACTOR, not the OWNER or ENGINEER, to determine the specific applicability of a trench safety system to each field condition encountered on the project as required by Part 1926, Sub-part P-Excavations, Trenching, and Shoring of the Occupational Safety and Health Administration's Standards and Interpretations. It will be the Contractor's responsibility to identify the soil type and to accurately adjust his trench safety methods according to the OSHA requirements. (f) Explosives: The use of explosives shall not be permitted. GC.09 INSPECTION AND ACCEPTANCE: (a) Inspection of Work: Inspection will be performed by representatives of the OWNER, ENGINEER, other reviewing agencies, and their designees. It is the intent of the OWNER to inspect all work on this project. The CONTRACTOR is responsible for verifying with the OWNER, ENGINEER, or other reviewing agencies when an inspector is and is not required. The CONTRACTOR shall Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 45 furnish the OWNER, ENGINEER, other reviewing agencies, and their designees reasonable access and facilities for inspecting the Work and determining whether or not the Work is in accordance with the Contract Documents The CONTRACTOR shall be responsible for all costs associated with verifying the acceptability of work completed without proper inspection, as directed by the OWNER, ENGINEER, or other reviewing agency. If deemed to be unacceptable, the work may be ordered removed at the CONTRACTOR's expense. (b) Inspection Overtime: The OWNER and ENGINEER will provide inspection staff on weekdays between 8:00 AM and 5:00 PM. Inspection performed outside these hours or on weekends or holidays may be subject to an inspection overtime fee determined by the OWNER and ENGINEER. The CONTRACTOR is responsible for determining inspection overtime rules of other reviewing agencies. (c) Use of Completed Portions: The OWNER shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions may not have expired. Such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents, nor shall the risk of loss change from CONTRACTOR to OWNER. If such prior use increases the cost of or delays the work, the CONTRACTOR shall be entitled to such extra compensation, or extension of time, or both, as the OWNER or ENGINEER may determine. (d) Defects and their Remedies: If the Work or any portion thereof, or any material brought on the site of the Work for use in the Work or selected for the same, shall be deemed by the OWNER or ENGINEER as unsuitable or not in conformity with the specifications, the CONTRACTOR shall, after receipt of written notice thereof from the OWNER or ENGINEER, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. (e) Preliminary Final Inspection: Upon substantial completion of the Work, the CONTRACTOR shall request a preliminary final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. The OWNER or ENGINEER will provide written notice of any defects to the CONTRACTOR and the CONTRACTOR shall promptly remedy such defects in accordance with the Contract Documents. (f) Final Inspection: Upon completion of all items identified on the punch list, the CONTRACTOR shall request a final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. If additional defects are noted, the CONTRACTOR shall promptly remedy such defects and repeat this process. If the Work is found to be acceptable, the OWNER or ENGINEER will provide written notice of Final Completion of the Work to the CONTRACTOR. Final Completion shall (g) Final Acceptance: Upon Final Completion, the CONTRACTOR shall submit to the OWNER or ENGINEER such documentation as is necessary to insure that the work has been completed, subcontractors and suppliers have been paid, any claims received have been settled, and other documentation as required by the OWNER or ENGINEER. If the documentation is found to be acceptable, the OWNER or ENGINEER will issue a written notice of Final Acceptance. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 46 GC.10 MEASUREMENT AND PAYMENT: (a) Estimated Quantities: The quantities of each item on the bid proposal blank represent the approximate amount of work to be done. Final quantities actually built will be determined and paid for by actual measurements on the ground of the final work completed. Bidders are especially notified that no incidental items of work will be paid for unless there appears an item in the proposal blank for such work. It must be strictly understood that the prices bid are for complete and acceptable work. (b) Measurement: Quantities of individual items of work shall be based on the final, in- place quantity of the item of work, measured or computed using the units specified in the Proposal. Where a discrepancy in measured or computed quantities occurs among the OWNER, ENGINEER, and CONTRACTOR, the parties attempt to reconcile the discrepancy. If no reconciliation is possible, the determination of the ENGINEER shall be used. (c) Partial Payments: On or before the 25th day of each month, the CONTRACTOR shall prepare and submit to the OWNER an application for payment showing as completely as practicable the total value of the work done by the CONTRACTOR up to and including the last day immediately preceding the date of such application and the value of all sound materials delivered on the site of the work that are to be fabricated into the work. In addition an updated construction schedule shall be submitted in an electronic format acceptable to the OWNER. The Contractor shall submit to the OWNER, copies of the material invoices with the application for payment. The CONTRACTOR may submit copies of material invoices of “Materials on Hand”. These “Materials on Hand” remain the responsibility of the CONTRACTOR to maintain and protect until such time as they are accepted by the OWNER. No payment will be made to the CONTRACTOR until the quantities of work submitted have been checked and verified by the OWNER or ENGINEER. The OWNER or ENGINEER shall verify CONTRACTOR'S application, shall either approve or modify the total value of the work done by CONTRACTOR and the value of materials delivered on the site, and shall submit to OWNER such application for payment as approved or modified with OWNER’S and/or ENGINEER'S recommendation affixed thereto on or before the 5th day of the month following the receipt of the application from CONTRACTOR. The OWNER shall pay the CONTRACTOR on or before the 20th day of the month in which the OWNER receives the approved application from the OWNER or ENGINEER the total amount of the approved and verified application, less any amount held for retainage or outstanding claims or defective work. (d) Retainage: As security for faithful completion of the Work by the CONTRACTOR, the OWNER shall retain five percent (5%) of the total dollar amount of work completed. Retainage shall be released upon Final Acceptance of the Work, less any amount necessary to cover claims, defective work, liquidated damages, or other sums due from the CONTRACTOR to the OWNER. Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 47 (e) Payment Withheld: The OWNER may withhold any payment otherwise due to the CONTRACTOR. The amount of any withheld payment shall be as necessary to protect the OWNER's interest in the following circumstances: (i) unsatisfactory progress of the Work within the CONTRACTOR's control; (ii) reasonable doubt that the Work can be completed for the unpaid balance; (iii) failure of the CONTRACTOR to carry out orders of the OWNER; (iv) defective work not remedied; (v) the filing of a claim against the CONTRACTOR or reasonable evidence that a claim will be filled against the CONTRACTOR; (vi) failure of the CONTRACTOR to make payment to subcontractors or suppliers for material and labor used in performance of the Work; (vii) unsafe working conditions or threats to persons or property allowed to persist by the CONTRACTOR; (viii) failure of the CONTRACTOR to provide work schedules, invoices, or other records requested by the OWNER; (ix) use of subcontractors without the consent of the ENGINEER or OWNER; (x) or, failure of the CONTRACTOR to keep current redline as-built drawings at the job site or to turn redline as-built drawings over to the OWNER. GC.11 EXTRA WORK AND CLAIMS: (a) Change Orders: Without invalidating this Agreement, the OWNER may, at any time or from time to time, order additions, deletions or revisions to the work; such changes will be authorized by written Change Order prepared by the OWNER for execution by the CONTRACTOR. The Change Order shall set forth the basis for any change in contract price, as hereinafter set forth for Extra Work, and any change in contract time which may result from the change. In the event the CONTRACTOR shall refuse to execute a Change Order which has been prepared by the OWNER, the OWNER may in writing instruct the CONTRACTOR to proceed with the work as set forth in the Change Order and the CONTRACTOR may make claim against the OWNER for Extra Work involved therein, as hereinafter provided. (b) Minor Changes: The OWNER or ENGINEER may authorize minor changes in the work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price. If the CONTRACTOR believes that any minor change or alteration authorized by the OWNER or ENGINEER involves Extra Work and entitles him to an increase in the Contract Price, the CONTRACTOR shall make written request to the OWNER or ENGINEER for a written Field Order. Any request by the CONTRACTOR for a change in Contract Price shall be made in writing in accordance with the provisions of this section prior to beginning the work covered by the proposed change. (c) Extra Work: It is agreed that the basis of compensation to the CONTRACTOR for work either added or deleted by a Change Order or for which a claim for Extra Work is made shall be determined by one or more of the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 48 \Method (C) - If neither Method (A) nor Method (B) be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "actual field cost" of the work, plus fifteen (15) percent. In the event said Extra Work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost to the CONTRACTOR of all workmen, such as foreman, timekeepers, mechanics and laborers, and materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such Extra Work, plus actual transportation charges necessarily incurred, together with all power, fuel, lubricants, water and similar operating expenses, also all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security Old Age Benefits and other payroll taxes, and, a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation, and all other insurance as may be required by any law or ordinance, or directed by the OWNER, or by them agreed to. The OWNER or ENGINEER may direct the form in which accounts of the "actual field cost" shall be kept and the records of these accounts shall be made available to the OWNER or ENGINEER. The OWNER or ENGINEER may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100 percent, unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America. Where practicable the terms and prices for the use of machinery and equipment shall be incorporated in the written Change Order. The fifteen percent (15%) of the "actual field cost" to be paid the CONTRACTOR shall cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the "actual field cost" as herein defined; save that where the CONTRACTOR'S Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for Extra Work of any kind will be allowed unless ordered in writing by the OWNER or ENGINEER. In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the OWNER or ENGINEER for written order authorizing such Extra Work. Should a difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment therefore, and the OWNER or ENGINEER insists upon its performance, the CONTRACTOR shall proceed with the work after making written request for written order and shall keep an accurate account of the "actual field cost" thereof, as provided under Method (C). The CONTRACTOR will thereby preserve the right to submit the matter of payment to a court of general jurisdiction to decide the matter, otherwise the CONTRACTOR shall waive all claims for payment for Extra Work. GC.12 CONTRACT TERMINATION Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 49 (a) Abandonment by CONTRACTOR: In case the CONTRACTOR should abandon and fail or refuse to resume work within ten (10) days after written notification from the OWNER or ENGINEER, or if the CONTRACTOR fails to comply with the orders of the OWNER or ENGINEER, when such orders are consistent with the Contract Documents, then, and in that case, where performance and payment bonds exist, the Sureties on these bonds shall be notified in writing and directed to complete the work, and a copy of said notice shall be delivered to the CONTRACTOR. After receiving said notice of abandonment, the CONTRACTOR shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under contract for the work, may be held for use on the work by the OWNER or the Surety on the performance bond, or another contractor in completion of the work; and the CONTRACTOR shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under Section 6, Extra Work and Claims), it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for, within ten (10) days after service of such notice, then the OWNER may provide for completion of the work in either of the following elective manners: The OWNER may employ such force of men and use such machinery, equipment, tools, materials and supplies as said OWNER may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such moneys as may be due, or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the CONTRACTOR, then said CONTRACTOR shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said CONTRACTOR, then the CONTRACTOR and/or his Surety shall pay the amount of such excess to the OWNER; or The OWNER under sealed bids, after five (5) days notice published one or more times in a newspaper having general circulation in the county of the location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In the case of any increase in cost to the OWNER under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the CONTRACTOR and the Surety shall be and remain bound therefore. However, should the cost to complete any such new contract prove to be less than what would have been the cost to complete under this contract, the CONTRACTOR and/his Surety shall be credited therewith. When the work shall have been substantially completed the CONTRACTOR and his Surety shall be so notified and Certificates of Completion and Acceptance shall be issued. A complete itemized statement of the contract accounts, certified to by Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 50 the OWNER or ENGINEER as being correct, shall then be prepared and delivered to the CONTRACTOR and his Surety, whereupon the CONTRACTOR and/or his Surety, or the OWNER as the case may be, shall pay the balance due as reflected by said statement, within fifteen (15) days after the date of such Certificate of Completion. After final completion of the work and in the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the OWNER had the work been completed by the CONTRACTOR under the terms of this contract; or when the CONTRACTOR and/or his Surety shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over the CONTRACTOR and/or his Surety. Should the cost to complete the work exceed the contract price, and the CONTRACTOR and/or his Surety fail to pay the amount due the OWNER within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his Surety at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his Surety subject only to the duty of the OWNER to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the OWNER may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the CONTRACTOR and his Surety. Such sale may be made at either public or private sale, with or without notice, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials, or supplies, which remain on the work, and belong to persons other than the CONTRACTOR or his Surety, to their proper owners. (b) Abandonment by OWNER: In case the OWNER shall fail to comply with the terms of this contract within ten (10) days after written notification by the CONTRACTOR, then the CONTRACTOR may suspend or wholly abandon the work, and may remove therefrom all machinery, tools and equipment, and all materials on the site of work that have not been included in payments to the CONTRACTOR and have not been wrought into the work. Thereupon the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR, which estimate shall include the value of all work actually completed by said CONTRACTOR, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the items of this contract, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole work to completion and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by the OWNER and all other sums that may be retained by the OWNER under the terms of this Agreement and shall certify same to the OWNER who shall pay to the CONTRACTOR on or before thirty (30) days after the date of delivery to OWNER of such certified final statement. (c) Termination of Contract in Case of National Emergency: Whenever, because of a national emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the Item 14 LOVERS LANE SEGMENT – 42” LOWER PRESSURE PLANE WATER 2016-67-B PAGE 51 necessary labor, material and equipment for the prosecution of the work with reasonable continuity for a period of two (2) months, the Contractor shall within seven (7) days notify the Owner in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, material and equipment not obtainable. If, after investigation, the Owner finds that such conditions exist and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty (30) days, the Contractor may request the Owner to terminate the contract and the Owner shall within thirty (30) days comply with the request, and the termination shall be based on a final settlement, which shall include, but not be limited to, the payment for all work executed. Item 14 LOWER PRESSURE PLANE PIPELINE 2016-67-B DIVISION 01 GENERAL REQUIREMENTS Item 14 Summary of Work 01 11 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 11 00 SUMMARY OF WORK 1.00 GENERAL 1.01 WORK INCLUDED A. Construct Work as described in the Contract Documents. 1. Provide the materials, equipment, and incidentals required to make the Project completely and fully operable. 2. Provide the labor, equipment, tools, and consumable supplies required for a complete Project. 3. Provide the civil, architectural, structural, mechanical, electrical, instrumentation and all other Work required for a complete and operable Project. 4. Test and place the completed Project in operation. 5. Provide the special tools, spare parts, lubricants, supplies, or other materials as indicated in Contract Documents for the operation and maintenance of the Project. 6. Install Owner provided products and place in operation. 7. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Engineer. 1.02 JOB CONDITIONS A. The General Conditions, the Supplementary Conditions, and General Requirements apply to each Section of the Specifications. B. Comply with all applicable state and local codes and regulations pertaining to the nature and character of the Work being performed. 1.03 DESCRIPTION OF WORK A. Work is described in general, non-inclusive terms as: 1. Construction of approximately 2,400 LF of 36” or 42” potable water pipeline. 2. Once pipeline has passed testing and been disinfected, it should be drained prior to completion of construction. 1.04 WORK UNDER OTHER CONTRACTS A. The following items of work are not included in this Contract, but may impact construction scheduling, testing, and startup: 1. Construction of Proposed Lovers Lane B. In the case of a disagreement between the above list and those specified elsewhere in the Contract Documents, the Contractor is to base his Bid on the most expensive listing. C. Completion of the Work described in this Contract may impact the construction and testing of the items listed above. Item 14 Summary of Work 01 11 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line 1. Coordinate construction activities through the Owner. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. 1.05 OCCUPANCY A. As soon as any portion of the structure and equipment are ready for use, the Owner shall have the right to occupy or operate that portion upon written notice to the Contractor. B. Testing of equipment and appurtenances including specified test periods, training, and startup does not constitute acceptance for operation. C. Owner may accept the facility for continued use after startup and testing at the option of the Owner. If acceptance is delayed at the option of the Owner, shut down facilities per approved Operation and Maintenance procedures. D. The execution of bonds is understood to indicate the consent of the surety to these provisions. E. Provide an endorsement from the insurance carrier permitting occupancy of the structures and use of equipment during the remaining period of construction. F. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials and products per the individual Sections of the Specifications. END OF SECTION Item 14 Payment Procedures 01 29 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 29 00 PAYMENT PROCEDURES 1.00 GENERAL 1.01 WORK INCLUDED A. Payments for Work shall conform to the provisions of the General Conditions, the Supplementary Conditions, the Agreement, and this Section. B. Submit Applications for Payment at the prices indicated in the Agreement 1. Prices for each item in the Agreement shall include but not be limited to cost for: a. Mobilization, demobilization, cleanup, bonds, and insurance. b. Professional services including but not limited to engineering and legal fees. c. The products to be permanently incorporated into the Project. d. The products consumed during the construction of the Project. e. The labor and supervision to complete the Project. f. The equipment, including tools, machinery, and appliances required to complete the Project. g. The field and home office administration and overhead costs related directly or indirectly to the Project. h. Any and all kinds, amount or class of excavation, backfilling, pumping or drainage, sheeting, shoring and bracing, disposal of any and all surplus materials, permanent protection of all overhead, surface or underground structures; removal and replacement of any poles, conduits, pipelines, fences, appurtenances and connections, cleaning up, overhead expense, bond, public liability and compensation and property damage insurance, patent fees, and royalties, risk due to the elements, and profits, unless otherwise specified. 2. Provide Work not specifically set forth as an individual payment item but required to provide a complete and functional system. These items are a subsidiary obligation of the Contractor and are to be included in the Contract Price. 3. Payment will be made for materials on hand. a. Store materials properly on-Site per Section 01 31 00 “Project Management and Coordination.” 1). Payment will be made for the invoice amount less the specified retainage. 2). Provide invoices at the time materials are included on the materials on hand tabulation. b. Provide documentation of payment for materials on hand with the next payment request. Adjust payment to the amount actually paid if this differs from the invoice amount. Remove items from the materials on hand tabulation if this documentation is not provided so payment will not be made. c. Payment for materials on hand is provided for the convenience of the Contractor and does not constitute acceptance of the product. Item 14 Payment Procedures 01 29 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line 4. The Work covered by progress payments becomes the property of the Owner at the time of payment. 1.02 SCHEDULE OF VALUES AND PAYMENTS A. Submit a detailed Schedule of Values for the Work to be performed on the Project. 1. Submit schedule within 10 days prior to submitting the first Application for Payment. 2. Line items in the Agreement are to be used as line items in the schedule. 3. Payment will be made on the quantity of Work completed per Contract Documents during the payment period and as measured per this Section. a. Payment amount is the Work quantity measured multiplied by the unit prices for that line item in the Agreement. b. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. c. Partial payments will be made for lump sum line items in the Agreement. 1). Lump sum line items in the Agreement are to be divided into smaller unit prices to allow more accurate determination of the percentage of the item that has been completed. a). Provide adequate detail to allow more accurate determination of the percentage of Work completed for each item. b). Provide prices for items that do not exceed $50,000.00. An exception may be made for equipment packages that cannot be subdivided into units or subassemblies. c). Separate product costs and installation costs. (1). Product costs include cost for product, delivery and unloading costs, royalties and patent fees, taxes, and other cost paid directly to the Subcontractor or Supplier. (2). Installation costs include cost for the supervision, labor and equipment for field fabrication, erection, installation, startup, initial operation and Contractor's overhead and profit. d). Lump sum items may be divided into an estimated number of units. (1). The estimated number of units times the cost per unit must equal the lump sum amount for that line item. (2). Contractor will receive payment for all of the lump sum line item. e). Include a directly proportional amount of Contractor's overhead and profit for each line item. f). Divide principal subcontract amounts into an adequate number of line items to allow determination of the percentage of Work completed for each item. 2). These line items may be used to establish the value of Work to be added or deleted from the Project. Item 14 Payment Procedures 01 29 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line 3). Correlate line items with other administrative schedules and forms: a). Progress Schedule. b). List of Subcontractors. c). Schedule of allowances. d). Schedule of alternatives. e). List of products and principal Suppliers. f). Schedule of Submittals. 4). Costs for mobilization shall be listed as a separate line item and shall be actual cost for: a). Bonds and insurance. b). Transportation and setup for equipment. c). Transportation and/or erection of all field offices, sheds and storage facilities. d). Salaries for preparation of submittals required before the first Application for Payment. e). Salaries for field personnel assigned to the Project related to the mobilization of the Project. (1). Mobilization may not exceed 3 percent of the total Contract amount. Cost for mobilization may be submitted only for Work completed. 5). The sum of all values listed in the schedule must equal the total Contract amount. 4. Submit a schedule indicating the anticipated schedule of payments to be made by the Owner. Schedule shall indicate: a. The Application for Payment number. b. Date the request is to be submitted. c. Anticipated amount of payment to be requested. 5. Update the Schedule of Values quarterly or more often if necessary to provide a reasonably accurate indication of the funds that the Owner will need to have available to make payment to the Contractor for the Work performed. B. Provide written approval of the Schedule of Values, Application for Payment form, and method of payment by the Surety Company providing performance and payment bonds prior to submitting the first Application for Payment. Payment will not be made without this approval. 1.03 PAYMENT PROCEDURES A. Submit Applications for Payment per the procedures indicated in Section 01 33 00 “Submittal Procedures.” Submit a Schedule of Values in the Application for Payment format to be used. Item 14 Payment Procedures 01 29 00 - 4 PRP15160 – Lower Pressure Plane Transmission Line B. Applications for Payment may be submitted on a pre-printed form as indicated in Section 01 31 13 13 “Forms” or may be generated by computer. Computer generated payment requests must have the same format and information indicated in the pre-printed form and be approved by the Engineer. 1. Indicate the total Contract amount and the Work completed to date on the Tabulation of Values for Original Contract Performed (Attachment "A".) 2. Include only approved Change Order items in the Tabulation of Extra Work on Approved Change Orders (Attachment "B".) 3. List all materials on hand that are presented for payment on the Tabulation of Materials on Hand (Attachment "C".) Once an item has been entered on the tabulation it is not to be removed. 4. Include the Project Summary Report (Attachment "D") with each Application for Payment. Data included in the Project Summary Report are to be taken from the other tabulations. Include a completed summary as indicated in with each Applications for Payment submitted. a. Number each application sequentially and indicate the payment period. b. Show the total amounts for value of original Contract performed, extra Work on approved Change Orders, and materials on hand on the Project Summary Report. Show total amounts that correspond to totals indicated on the attached tabulation for each. c. Note the number of pages in tabulations in the blank space on the Project Summary Report to allow a determination that all sheets have been submitted. d. Execute Contractor’s certification by the Contractor’s agent of authority and notarize for each Application for Payment. 5. Do not alter the Schedule of Values and the form for the submission of requests without the written approval of the Engineer once these have been approved by the Engineer. 6. Final payment requires additional procedures and documentation per Section 01 70 00 “Execution and Closeout Requirements.” C. Progress payments shall be made as the Work progresses on a monthly basis. 1. End the payment period on the day indicated in the Agreement and submit an Application for Payment for Work completed and materials received since the end of the last payment period. 2. At the end of the payment period, submit a draft copy of the Application for Payment for that month to the Owner. Agreement is to be reached on: a. The percentage of Work completed for each lump sum item. b. The quantity of Work completed for each unit price item. c. The percentage of Work completed for each approved Change Order item. d. The amount of materials on hand. 3. On the basis of these agreements the Contractor is to prepare a final copy of the Application for Payment and submit it to the Owner for approval. Item 14 Payment Procedures 01 29 00 - 5 PRP15160 – Lower Pressure Plane Transmission Line 4. The Engineer will review the payment request and if appropriate will recommend payment of the request to the Owner. D. Provide a revised and up-to-date Progress Schedule per Section 01 32 16 “Construction Progress Schedules” with each Application for Payment. E. Provide project photographs and video per Section 01 32 34 “Video and Photographic Documentation” with each Application for Payment. 1.04 ALTERNATES AND ALLOWANCES A. Include amounts for specified Alternate Work in the Agreement in accordance with Section 01 23 10 “Alternates and Allowances.” B. Include amounts for specified Allowances for Work in the Agreement in accordance with Section 01 23 10 “Alternates and Allowances.” 1.05 MEASUREMENT PROCEDURES A. Measure the Work described in the Agreement for payment. Payment will be made only for the actual measured and/or computed length, area, solid contents, number and weight, unless otherwise specifically provided. No extra or customary measurements of any kind will be allowed. 1.06 BASIS OF PAYMENT A. The Basis of Payment will be as established in the Contract Documents and as described below: BID ITEMS A, B, C, AND D – PIPELINE BID ITEM A1 AND B1 – AWWA C200 POLYURETHANE COATED STEEL PIPE AND BID ITEM C1 AND D1 – AWWA C303 BAR WRAPPED CONCRETE CYLINDER PIPE Measurement for bar wrapped concrete cylinder or polyurethane coated steel pipe shall be per linear foot of pipe installed for the nominal diameter and at the pressure classes listed in the Proposal and shown on the Contract Drawings measured horizontally from center of fitting to center of fitting or end of pipe without any deduction for the length of intermediate fittings, specials or valves. Payment made at the unit price bid for this item shall be for pipe and fittings as shown on the Contract Drawings. Payment for this bid item shall be made only for pipe having the pressure classes shown on the Contract Drawings. Payment will not be made for a different pressure class unless approved by the Owner. Payment shall include furnishing, hauling and laying of pipe and fittings; fittings required for filling, draining, and disinfecting the pipeline; 4” outlets for welding leads, as required; trench excavation, shoring and pumping where necessary; backfilling of trench, including embedment material; clay collars; dirt road or driveway replacement; replacement of topsoil; replacing landscaping to a condition as good or better than existed prior to construction; protecting or replacing existing structures and utilities; relocation of existing utilities, including but not limited to water service connections, power poles and guy wires, buried electric service, buried telephone cable, buried fiber optic cable, etc.; protecting or Item 14 Payment Procedures 01 29 00 - 6 PRP15160 – Lower Pressure Plane Transmission Line replacing existing irrigation and sprinkler systems; disposal of surplus materials; constructing, maintaining and removing temporary fencing; cleaning up and maintenance; removal and replacement of existing barbed wire, chain link, pipe rail, wood or other type of fence; removal and replacement of brick, masonry, wood, or any other type of driveway entrance; installing new pavement markings as required; sign removal and replacement; mailbox replacement; surveying and replacement of monuments; dust control; removal of mud from roadways; installation of pipeline markers; as-built top-of-pipe survey; hydrostatic testing, disinfection, and draining of line; temporary traffic control as required and any incidental work and materials not otherwise provided for in this Section, all in strict accordance with the Contract Drawings and Project Specifications. Construction and maintenance of required access roadways and driveways and test plugs used for testing the line shall also be included in the unit price bid for pipe. Payment for pipe shall include any and all extra precautions or construction requirements necessary to adequately protect and support existing utilities and relocate existing utilities as necessary for construction of main line pipe. The Contractor is responsible for all fees assessed by utility companies to provide utility support for existing utility lines, at no additional cost to the Owner. Payment shall include all costs required to have utility companies repair any damage to their lines caused by the Contractor’s activities and any cleanup, property damages, fines, etc., resulting from damage caused by the Contractor to any utility. Pipe installation will be paid for in accordance with Specification Section 00520, AGREEMENT, Article 6. No separate payment will be made for rock excavation, and the cost thereof shall be included in unit price bid. The Contractor is not responsible for crop damage inside the permanent and temporary easement. The Contractor is responsible for any crop or other property damage outside the easement, caused by his operation, and shall negotiate a settlement with the landowner that will ensure that no claim will be filed against the Owner. All special easement requirements as listed on the Contract Drawings or in the Project Specifications shall be made incidental to this bid item. If an existing utility, sidewalk or structure is damaged or must be relocated for construction, the cost of the repair or relocation shall be borne by the Contractor. BID ITEMS A2, B2, C2, AND D2 – BORED OR TUNNELED CROSSINGS Payment for tunneled crossings shall be made at the unit price bid per linear foot for each of the crossings identified in the Bid Proposal, in accordance with the details shown in the Contract Drawings. Payment for crossing shall include all costs for pits or shafts as required to construct the tunnel, bulkheads, liner plate, guide rails, casing spacers, special backfill, grouting, end seals, special insurance, flagmen, and all other items for the crossing as shown on the Contract Drawings and required for installation. Payment for the carrier pipe inside the casing is not included in this bid item. BID ITEM E – PIPELINE APPURTENANCES BID ITEM E1 – TRENCH SAFETY SYSTEM Item 14 Payment Procedures 01 29 00 - 7 PRP15160 – Lower Pressure Plane Transmission Line The price bid per linear foot for this item shall be full compensation for trench safety as outlined in the Specifications. The Contractor shall estimate the quantity for trench safety and include that estimate in the Proposal. In no case shall the estimated quantity be less than 2,306 linear feet. Partial payment for trench safety shall be based on the total linear footage of pipe installed and backfilled. BID ITEM E2 – 12” BLOWOFF VALVE ASSEMBLY & MANHOLE (TYPE B MH) Blowoff valves shall be measured by the number of units complete in place. Payment shall be at the unit price bid for the size shown, and shall be full compensation for the excavation, hauling, furnishing and jointing of valves, piping, fittings, blocking, concrete, manhole, etc., all as specified and shown on the Contract Drawings. Type B manholes shall be installed where designated on the Contract Drawings. Payment for all 12” ductile iron pipe and fittings outside of the concrete manhole, discharging into the nearest creek or ground surface at the elevation called for on the plans is paid for in this item. BID ITEM E3 – 4” COMBINATION AIR VALVE ASSEMBLY (TYPE B MH) Air valves shall be measured by the number of units complete in place. Payment shall be at the unit price bid for the size shown, and shall be full compensation for the assembly, including all appurtenances, access outlet on main line, shut-off valve, concrete, manhole, etc., all as specified and shown on the Contract Drawings. Type B manholes shall be installed where designated on the Contract Drawings. Payment for 4” ductile iron pipe and fittings outside of the concrete manhole is included in this bid item. BID ITEM E4 – ACCESS MANWAY (TYPE B MANHOLE) Access manholes shall be measured by the number of units complete in place. Payment shall be at the unit price bid for the size shown, and shall be full compensation for the assembly, including access outlet on main line, blind flange, concrete, manhole and lid, etc., all as specified and shown on the Contract Drawings. Type B manholes will be used where designated on the Contract Drawings. BID ITEM E5 – FLOWABLE FILL ENCASEMENT Flowable fill encasement as detailed in the typical section “Flowable Fill Encasement for Depth of Cover over 11 Feet” shall be paid for at the unit price bid per linear foot for the item “Flowable Fill Encasement” for areas specifically shown on the Contract Drawings. Measurement will be per horizontal linear foot of trench requiring flowable fill. The trench dimensions for the flowable fill payment shall be as detailed on the Contract Drawings and no additional compensation will be made for flowable fill quantities resulting from over-excavated trenches. Flowable Fill required within connection detail limits as called for in the Contract Drawings is paid for in the Connection Detail Bid Items. BID ITEM E6 – SEEDING Payment for seeding shall be made at the unit price bid per acre, and shall include all materials and labor necessary to furnish and install a mix in compliance with Section 31 25 13.13 in the areas indicated on the Contract Drawings and requested in writing by the Owner. Seeding and fertilizer shall be as specified in Section 31 25 13.13. Item 14 Payment Procedures 01 29 00 - 8 PRP15160 – Lower Pressure Plane Transmission Line BID ITEM E7 –TESTING OF PIPELINE There will be no measurement for testing of the pipeline. Payment shall be made at the lump sum price bid, and shall include all materials necessary for hydrostatic testing. BID ITEM E8 – STORMWATER POLLUTION PREVENTION PLAN Payment for SWPPP shall be made at the lump sum price bid, which cost shall include plan design and implementation for the duration of the project. Plan shall be prepared in accordance with Section 01 57 23, EROSION AND SEDIMENT CONTROL. Payment shall be allowed for 25% of the lump sum bid price upon receipt of the plan by the Owner. The remaining 75% of the lump sum bid price shall be paid in equal, monthly installments based on the time remaining to achieve substantial completion. BID ITEM E9 – MOBILIZATION Payment for mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 5% of total amount bid. The amount shown in the proposal is the amount allowed to assist the Contractor in defraying the initial cost of operations. Partial payment for mobilization will be made as follows. Fifty (50%) percent of the lump sum amount is payable when bonds are furnished; the contract is executed; the certificate of insurance and insurance policies are provided; and the notice to proceed is issued. One hundred (100%) percent of the lump sum amount is payable upon completion of the above; the Contractor has set up his field office; mobilized all equipment to the site necessary to begin pipeline construction; and submitted his schedules. It is not intended that the lump sum amount allowed will cover all costs for bonds, insurance, mobilization, utility investigations, and other costs associated with project start-up. Cost in excess of the amount shown shall be included in the unit price bid for pipeline construction. BID ITEM E10 – CATHODIC PROTECTION SYSTEMS Payment for cathodic protection system shall be at the lump sum price bid and shall be full compensation for all labor, materials and equipment required to provide a complete and functioning system as required by the Contract Drawings and Project Specifications, including but not limited to 48-lb magnesium anodes for polyurethane coated steel pipe as called for in the specifications and 9-lb magnesium anodes at appurtenances for polyurethane coated steel pipe and bar-wrapped concrete cylinder pipe complete with test stations, insulating connections, and test station connections at foreign line crossings. Testing for electrical isolation of tunnels from carrier pipe before and after grouting shall also be included in the lump sum bid for this item. END OF SECTION Item 14 Project Management and Coordination 01 31 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 31 00 PROJECT MANAGEMENT AND COORDINATION 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish equipment, manpower, products, and other items necessary to complete the Project with an acceptable standard of quality and within the Contract time. Construct Project in accordance with current safety practices. B. Manage Site to allow access to Site and control construction operations. C. Provide labor, materials, equipment and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. D. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. E. Provide temporary controls for pollutions, management of water and management of excess earth as required in Section 01 57 00 “Temporary Controls.” F. Cost for Project Management and Coordination as described in this section are to be included in the Contract Price. 1.02 QUALITY ASSURANCE A. Employ competent workmen, skilled in the occupation for which they are employed. Provide Work meeting quality requirements of the Contract Documents as determined by the Engineer and Owner. B. Remove defective Work from the Site immediately unless provisions have been made and approved by the Engineer to allow repair of the product at the Site. Clearly mark the Work as "defective" until it is removed or allowable repairs have been completed. 1.03 SUBMITTALS A. Provide submittals in accordance with Section 01 33 00 “Submittal Procedures.” 1. Provide copies of Supplier’s printed storage instructions prior to furnishing materials or products and installation instructions prior to beginning the installation. Maintain one copy of these documents at the Site until the Project is complete. Incorporate this information into submittals. 2. Incorporate field notes, sketches, recordings, and computations made by the Contractor in Record Drawings. 1.04 STANDARDS A. Perform Work to comply with local, State and Federal ordinances and regulations. B. Provide materials and equipment that has National Science Foundation 60/61 approval for use in potable water supply systems. Advise the Engineer of any material requirements in Item 14 Project Management and Coordination 01 31 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line these Contract Documents that conflict with National Science Foundation 60/61requirements. 1.05 PERMITS A. Obtain a building permit for the Project from the local authorities having jurisdiction. Building permit fees will be waived by the Owner. B. Retain copies of permits and licenses at the Site and observe and comply with all regulations and conditions of the permit or license, including additional insurance requirements. C. Obtain and pay for all other necessary permits including any and all necessary highway, street and road permits for transporting pipe and/or heavy equipment necessary for construction of the Project. D. Obtain and pay for other permits necessary to conduct any part of the Work. E. Arrange for inspections and certification by agencies having jurisdiction over the Work. F. Make arrangements with private utility companies and pay for fees associated with obtaining services, or for inspection fees. 1.06 SAFETY REQUIREMENTS A. Assume sole responsibility for safety at the Site. Protect the safety and welfare of persons at the Site. B. Provide safe access to move through the Site. Provide and maintain barricades, guard rails, covered walkways, and other protective devices to warn and protect from hazards at the Site. C. Comply with latest provisions of the Occupational Health and Safety Administration and other regulatory agencies in performing Work. D. Cooperate with accident investigations related to the Site. Provide two copies of all reports, including insurance company reports, if requested by the Owner, prepared concerning accidents, injury, or death on the Site to the Engineer as Record Data per Section 01 33 00 “Submittal Procedures.” 1.07 COORDINATION A. Coordinate the Work of various trades having interdependent responsibilities for installing, connecting to, and placing equipment in service. B. Coordinate requests for substitutions to provide compatibility of space, operating elements, effect on the Work of other trades, and on the Work scheduled for early completion. C. Coordinate the use of Project space and the sequence of installation of equipment, elevators, walks, mechanical, electrical, plumbing, or other Work that is indicated diagrammatically on the Drawings. 1. Follow routings shown for tubes, pipes, ducts, conduits, and other items as closely as practical, with due allowance for available physical space. 2. Utilize space efficiently to maximize accessibility for Owner’s maintenance and repairs. Item 14 Project Management and Coordination 01 31 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line 3. Schematics are diagrammatic in nature. Adjust routing of piping, ductwork, utilities, and location of equipment as needed to resolve spatial conflicts between the various trades. Document the actual routing on the Record Drawings. D. Conceal ducts, pipes, wiring, and other non-finish items in finished areas, except as otherwise shown. Coordinate locations of concealed items with finish elements. E. Coordinate with architectural reflected ceiling plans the exact location and dimensioning of items which occur within hung ceilings. Request clarification from the Engineer prior to proceeding with fabrication or installation if a conflict exists. F. Schedule construction activities in sequence required to obtain best results where installation of one part of the Work is dependent on installation of other components, either before or after its own installation. G. Make adequate provisions to accommodate items scheduled for later installation, including: 1. Accepted alternates. 2. Installation of products purchased with allowances. 3. Work by others. 4. Owner-supplied, Contractor-installed items. H. Sequence, coordinate, and integrate the various elements of mechanical, electrical, and other systems, materials, and equipment. Comply with the following requirements: 1. Coordinate mechanical and electrical systems, equipment, and materials installation with other building components. 2. Verify all dimensions by field measurements. 3. Arrange for chases, slots, and openings in other building components during progress of construction. 4. Coordinate the installation of required supporting devices and sleeves to be set in cast- in-place concrete and other structural components, as they are constructed. 5. Install systems, materials, and equipment as permitted by codes to provide the maximum headroom possible where mounting heights are not detailed or dimensioned. 6. Coordinate the connection of systems with exterior underground and overhead utilities and services. Comply with the requirements of governing regulations, franchised service companies, and controlling agencies. Provide required connection for each service. 7. Install systems, materials, and equipment to conform with approved submittal data, including coordination drawings, to the greatest extent possible. Conform to arrangements indicated by the Contract Documents, recognizing that portions of the Work are shown only in diagrammatic form. Adjust routing of piping, ductwork, utilities, and location of equipment as needed to resolve spatial conflicts between the various trades. Document changes in the indicated routings on the Record Drawings. 8. Install systems, materials, and equipment level and plumb, parallel and perpendicular to other building systems and components. Item 14 Project Management and Coordination 01 31 00 - 4 PRP15160 – Lower Pressure Plane Transmission Line 9. Install systems, materials, and equipment to facilitate servicing, maintenance, and repair or replacement of components. As much as practical, connect for ease of disconnecting, with minimum of interference with other installations. Extend grease fittings to accessible locations. 10. Install access panel or doors where units are concealed behind finished surfaces. 11. Install systems, materials, and equipment giving right-of-way priority to systems required to be installed at a specified slope. 1.08 CONTRACTOR’S USE OF SITE A. Limit the use of Site for Work and storage to those areas designated on the Drawings or approved by the Engineer. Coordinate the use of the premises with the Engineer. B. Repair or correct any damage to existing facilities, including contamination, caused by the Contractor’s personnel, visitors, materials, or equipment. C. Do not permit alcoholic beverages or illegal substances on the Site. Do not allow persons under the influence of alcoholic beverages or illegal substances to enter or remain on the Site at any time. Persons on Site under the influence of alcoholic beverages or illegal substances will be permanently prohibited from returning to the Site. Criminal or civil penalties may also apply. D. Park construction equipment in designated areas only and provide spill control measures as discussed in Section 01 57 00 “Temporary Controls.” E. Park employees’ vehicles in designated areas only. F. Obtain written permission of the Owner before entering privately-owned land outside of the Owner’s property, rights-of-way, or easements. G. Do not allow the use of audio devices, obnoxious, vulgar or abusive language, or sexual harassment in any form. These actions will cause immediate and permanent removal of the offender from the premises. Criminal or civil penalties may apply. H. Require Workers to wear clothing that is inoffensive and meets safety requirements. Do not allow sleeveless shirts, shorts, exceedingly torn, ripped or soiled clothing to be worn on the project. I. Do not allow firearms or weapons of any sort to be brought on to the Site under any conditions. No exception is to be made for persons with concealed handgun permits. Remove any firearms or weapons and the person possessing these firearms or weapons permanently and immediately from the Site. 1.09 ACCESS TO THE SITE A. Maintain access to the facilities at all times. Do not obstruct roads, pedestrian walks, or access to the various buildings, structures, stairways, or entrances. Provide safe temporary walks or other structures to allow access for normal operations during construction. B. Provide adequate and safe access for inspections. Leave ladders, bridges, scaffolding and protective equipment in place until inspections have been completed. Construct additional safe access if required for inspections. Item 14 Project Management and Coordination 01 31 00 - 5 PRP15160 – Lower Pressure Plane Transmission Line C. Provide security at the Site as necessary to protect against vandalism and loss by theft. D. Use State, County, or City roadways for construction traffic only with written approval of the appropriate representatives of each entity. State, County, or City roadways may not all be approved for construction traffic. Obtain written approval to use State, County, City or private roads to deliver pipe and/or heavy equipment to the Site. Copies of the written approvals must be furnished to the Owner as Record Data before Work begins. No additional compensation will be paid because the Contractor is unable to gain access to the easement from public roadways. 1.10 PROPERTY PROVISIONS A. Make adequate provisions to maintain the flow of storm sewers, sanitary sewers, drains and water courses encountered during the construction. Provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not curtailed. Restore structures which may have been disturbed during construction to their original position as soon as construction in the area is completed. B. Protect trees, fences, signs, poles, guy wires, and all other property unless their removal is authorized. Restore any property damaged to equal or better condition per Paragraph 1.11 of this Section. 1.11 PROTECTION OF EXISTING STRUCTURES AND UTILITIES A. Examine the Site and review the available information concerning the Site. Locate utilities, streets, driveways, fences, drainage structures, sidewalks, curbs, and gutters. Verify the elevations of the structures adjacent to excavations. Report these to the Engineer before beginning construction. B. Determine if existing structures, poles, piping, or other utilities at excavations will require relocation or replacement. Prepare a Plan of Action per Section 01 35 00 “Special Procedures.” Coordinate Work with Contractor, local utility company and others. Include cost of demolition and replacement, restoration or relocation of these structures in the Cost of Work. C. Protect buildings, utilities, street surfaces, driveways, sidewalks, curb and gutter, fences, wells, drainage structures, piping, valves, manholes, electrical conduits, and other systems or structures unless they are shown to be replaced or relocated on the Drawings. Restore damage to items to be protected to the satisfaction of the Engineer, utility owner and Owner without additional compensation from the Owner. D. Carefully support and protect all structures and/or utilities so that there will be no failure or settlement where excavation or demolition endangers adjacent structures and utilities. Do not take existing utilities out of service unless shown in the Contract Documents or approved by the Engineer. Notify and cooperate with the utility owner if it is necessary to move services, poles, guy wires, pipelines or other obstructions. Include the cost of relocation and permits required to move existing utilities in the Cost of Work. E. Protect existing trees and landscaping at the site. 1. Visit the Site with Engineer to identify trees that may be removed during construction. 2. Mark trees to be removed with paint. Item 14 Project Management and Coordination 01 31 00 - 6 PRP15160 – Lower Pressure Plane Transmission Line 3. Protect trees to remain from damage by wrapping trunks with 2 x 4 timbers around the perimeter, securely wired in place, where machinery must operate around existing trees. Protect branches and limbs from damage by equipment. F. Protect buildings from damage when handling material or equipment. Protect finished surfaces, including floors, doors, and jambs. Remove doors and install temporary wood protective coverings over jambs. 1.12 DISRUPTION TO SERVICES / CONTINUED OPERATIONS A. Existing facilities are to continue in service as usual during the construction unless noted otherwise. Owner or utilities must be able to operate and maintain the facilities. Disruptions to existing utilities, piping, process piping, or electrical services shall be kept to a minimum. 1. Do not restrict access to critical valves, operators, or electrical panels. 2. Do not store material or products inside structures. 3. Limit operations to the minimum amount of space needed to complete the specified Work. 4. Maintain storm sewers and sanitary sewers in service at all times. Provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not restricted. B. Provide a Plan of Action in accordance with Section 01 35 00 “Special Procedures” if facilities must be taken out of operation. 1.13 FIELD MEASUREMENTS A. Perform complete field measurements for products required to fit existing conditions prior to purchasing products or beginning construction. B. Verify property lines, control lines, grades, and levels indicated on the Drawings. C. Verify pipe class, equipment capacities, existing electrical systems and power sources for existing conditions. D. Check Shop Drawings and indicate the actual dimensions available where products are to be installed. E. Include field measurements in Record Drawings as required in Section 01 31 13 “Project Coordination.” 1.14 REFERENCE DATA AND CONTROL POINTS A. The Engineer will provide the following control points: 1. Base line or grid reference points for horizontal control. 2. Benchmarks for vertical control. 3. Designated control points may be on an existing structure or monument. B. Locate and protect control points prior to starting the Work and preserve permanent reference points during construction. Do not change or relocate points without prior Item 14 Project Management and Coordination 01 31 00 - 7 PRP15160 – Lower Pressure Plane Transmission Line approval of the Engineer. Notify Engineer when the reference point is lost, destroyed, or requires relocation. Replace Project control points on the basis of the original survey. C. Provide complete engineering layout of the Work needed for construction. 1. Provide competent personnel. Provide equipment including accurate surveying instruments, stakes, platforms, tools, and materials. 2. Provide surveying with accuracy meeting the requirements established for Category 5 Construction Surveying as established in the Manual of Practice of Land Surveying in Texas published by the Texas Society of Professional Surveyors, latest revision. 3. Record data and measurements per standards. 1.15 DELIVERY AND STORAGE A. Deliver products and materials to the Site in time to prevent delays in construction. B. Deliver packaged products to Site in original undamaged containers with identifying labels attached. Open cartons as necessary to check for damage and to verify invoices. Reseal cartons and store properly until used. Leave products in packages or other containers until installed. C. Assume full responsibility for the protection and safekeeping of products stored at the Site. D. Store products at locations acceptable to the Engineer and to allow Owner access to maintain and operate existing facilities. E. Store products in accordance with the Supplier’s storage instructions immediately upon delivery. Leave seals and labels intact. Arrange storage to allow access for maintenance of stored items and for inspection. Store unpacked and loose products on shelves, in bins, or in neat groups of like items. F. Obtain and pay for the use of any additional storage areas as needed for construction. Store products subject to damage by elements in substantial weather-tight enclosures or storage sheds. Provide and maintain storage sheds as required for the protection of products. Provide temperature, humidity control and ventilation within the ranges stated in the Supplier’s instructions. Remove storage facilities at the completion of the Project. G. Protect the pipe interior. Keep all foreign materials such as dirt, debris, animals, or other objects out of the pipe during the Work. Cap or plug ends of installed pipe in an approved manner when pipe is not being installed. Clean or wash out pipe sections that become contaminated before continuing with installation. Take precautions to prevent the pipe from floating or moving out of the proper position during or after laying operations. Immediately correct any pipe that moves from its correct position. H. Provide adequate exterior storage for products that may be stored out-of-doors. 1. Provide substantial platforms, blocking, or skids to support materials and products above ground; slope to provide drainage. Protect products from soiling or staining. 2. Cover products subject to dislocation or deterioration from exposure to the elements, with impervious sheet materials. Provide ventilation to prevent condensation below covering. Item 14 Project Management and Coordination 01 31 00 - 8 PRP15160 – Lower Pressure Plane Transmission Line 3. Store loose, granular materials on clean, solid surfaces, or on rigid sheet materials, to prevent mixing with foreign matter. 4. Provide surface drainage to prevent erosion and ponding of water. 5. Prevent mixing of refuse or chemically injurious materials or liquids with stored materials. 6. Pipes and conduits stored outdoors are to have open ends sealed to prevent the entrance of dirt, moisture, and other injurious materials. Protect PVC pipe from ultraviolet light exposure. 7. Store light weight products to prevent wind damage. I. Maintain storage facilities. Inspect stored products on a weekly basis and after periods of severe weather to verify that: 1. Storage facilities continue to meet specified requirements. 2. Supplier’s required environmental conditions are continually maintained. 3. Surfaces of products exposed to the elements are not adversely affected. J. Replace any stored item damaged by inadequate protection or environmental controls. K. Payment may be withheld for any products not properly stored. 1.16 CLEANING DURING CONSTRUCTION A. Provide positive methods to minimize raising dust from construction operations and provide positive means to prevent air-borne dust from disbursing into the atmosphere. Control dust and dirt from demolition, cutting, and patching operations. B. Clean the Project as Work progresses and dispose of waste materials, keeping the Site free from accumulations of waste or rubbish. Provide containers on Site for waste collection. Do not allow waste materials or debris to blow around or off of the Site. Control dust from waste materials. Transport waste materials with as few handlings as possible. C. Comply with codes, ordinances, regulations, and anti-pollution laws. Do not burn or bury waste materials. Remove waste materials, rubbish and debris from the Site and legally dispose of these at public or private dumping areas. 1.17 MAINTENANCE OF ROADS, DRIVEWAYS, AND ACCESS A. Maintain roads and streets in a manner that is suitable for safe operations of public vehicle during all phases of construction unless the Owner approves a street closing. Submit a written request for Owner’s approval of a street closing. The request shall state: 1. The reason for closing the street. 2. How long the street will remain closed. 3. Procedures to be taken to maintain the flow of traffic. 4. Do not close public roads overnight. Item 14 Project Management and Coordination 01 31 00 - 9 PRP15160 – Lower Pressure Plane Transmission Line B. Construct temporary detours, including by-pass roads around construction, with adequately clear width to maintain the free flow of traffic at all times. Maintain barricades, signs, and safety features around the detour and excavations. C. Maintain barricades, signs, and safety features around the Work in accordance with all provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). D. Assume responsibility for any damage resulting from construction along roads or drives. 1.18 BLASTING A. Blasting is not allowed for any purpose. 1.19 ARCHAEOLOGICAL REQUIREMENTS A. Cease operations immediately and contact the Owner for instructions if an historical or archaeological find is made during construction. B. Conduct all construction activities to avoid adverse impact on the Sites where significant historical or archaeological Sites have been identified at the Site. 1. Obtain details for Working in these areas. 2. Maintain confidentiality regarding the Site. 3. Adhere to the requirements of the Texas Historical Commission. 4. Notify the Owner, Texas Water Development Board and the Texas Historical Commission. C. Do not disturb Archaeological Sites. 1. Obtain the services of a qualified archaeological specialist to instruct construction personnel on how to identify and protect archaeological finds on an emergency basis. 2. Coordinate activities to permit Archaeological Work to take place within the area. a. Attempt to archaeologically clear areas needed for construction as soon as possible. b. Provide a determination of priority for such areas. D. Assume responsibility for any unauthorized destruction that might result to such Sites by construction personnel, and pay all penalties assessed by the State or Federal agencies for non-compliance with these requirements. E. Contract time will be modified to compensate for delays caused by such archaeological finds. No additional compensation shall be paid for delays. 1.20 CUTTING AND PATCHING A. Perform cutting, fitting, and patching required to complete the Work or to: 1. Uncover Work to provide for installation of new Work or the correction of defective Work. 2. Provide routine penetrations of non-structural surfaces for installation of mechanical, electrical, and plumbing Work. 3. Uncover Work that has been covered prior to observation by the Engineer. Item 14 Project Management and Coordination 01 31 00 - 10 PRP15160 – Lower Pressure Plane Transmission Line B. Submit written notification to the Engineer in advance of performing any cutting which affects: 1. Work of any other Contractor or the Owner. 2. Structural integrity of any structure or system of the project. 3. Integrity or effectiveness of weather exposed or moisture resistant structure or systems. 4. Efficiency, operational life, maintenance, or safety of any structure or system. 5. Appearance of any structure or surfaces exposed occasionally or constantly to view. C. The notification shall include: 1. Identification of the Project. 2. Location and description of affected Work. 3. Reason for cutting, alteration, or excavation. 4. Effect on the Work of any separate contractor or Owner. 5. Effect on the structural or weatherproof integrity of the project. 6. Description of proposed Work, including: a. Scope of cutting, patching, or alteration. b. Trades that will perform the Work. c. Products proposed for use. d. Extent of refinishing to be performed. e. Cost proposal, when applicable. 7. Alternatives to cutting and patching. 8. Written authorization from any separate Contractor whose Work would be affected. 9. Date and time Work will be uncovered or altered. D. Examine the existing conditions, including structures subject to damage or to movement during cutting or patching. 1. Inspect conditions affecting installation of products or performance of the Work after uncovering the Work. 2. Provide a written report of unacceptable or questionable conditions to the Engineer. The Contractor shall not proceed with Work until Engineer has provided further instructions. Beginning Work will constitute acceptance of existing conditions by the Contractor. E. Protect the structure and other parts of the Work and provide adequate support to maintain the structural integrity of the affected portions of the Work. Provide devices and methods to protect adjacent Work and other portions of the Project from damage. Provide protection from the weather for portions of the Project that may be exposed by cutting and patching Work. F. Execute cutting and demolition by methods which will prevent damage to other Work, and will provide proper surfaces to receive installation of repairs. Item 14 Project Management and Coordination 01 31 00 - 11 PRP15160 – Lower Pressure Plane Transmission Line G. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances, and finishes. H. Cut, remove, and legally dispose of selected mechanical equipment, components, and materials as indicated, including but not limited to, the removal of mechanical piping, heating units, plumbing fixtures and trim, and other mechanical items made obsolete by the modified Work. I. Restore Work which has been cut or removed. Install new products to provide completed Work per the Contract Documents. J. Fit Work air-tight to pipes, sleeves, ducts, conduit, and other penetrations through the surfaces. Where fire rated separations are penetrated, fill the space around the pipe or insert with materials with physical characteristics equivalent to fire resistance requirements of penetrated surface. K. Patch finished surfaces and building components using new products specified for the original installation. L. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to the nearest intersection. 2. For an assembly, refinish the entire unit. 1.21 PRELIMINARY OCCUPANCY A. Owner may deliver, install and connect equipment, furnishings, or other apparatus in buildings or other structures. These actions do not indicate acceptance of any part of the building or structure and does not affect the start of warranties or correction periods. B. Protect the Owner’s property after installation is complete. C. Owner or Engineer may use any product for testing or determine that the product meets the requirements of the Contract Documents. This use does not constitute acceptance by either the Owner or Engineer. These actions do not indicate acceptance of any part of the product and does not affect the start of warranties or correction periods. 1.22 ENDANGERED SPECIES RESOURCES A. No activity is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. B. If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease Work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the Texas Water Development Board, the U. S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary approvals or permits to enable the Work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. Item 14 Project Management and Coordination 01 31 00 - 12 PRP15160 – Lower Pressure Plane Transmission Line 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials in accordance with the requirements of the individual Sections. 3.00 EXECUTION 3.01 PERFORMANCE OF WORK A. Perform the Work per the Supplier’s published instructions. Do not omit any preparatory step or installation procedure unless specifically exempted or modified by Field Order. END OF SECTION Item 14 Project Coordination 01 31 13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 31 13 PROJECT COORDINATION 1.00 GENERAL 1.01 WORK INCLUDED A. Administer Contract requirements to construct the Project. Provide documentation per the requirements of this Section. Provide information as requested by the Engineer or Owner. 1.02 SUBMITTALS A. Provide submittals in accordance with Section 01 33 00 “Submittal Procedures.” 1.03 COMMUNICATION DURING THE PROJECT A. The Owner is to be the first point of contact for all parties on matters concerning this Project. B. The Owner or Engineer will coordinate correspondence concerning: 1. Submittals, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract modifications. 4. Observation of Work and testing. 5. Claims. C. The Owner and Engineer will normally communicate only with the Contractor. Any required communication with Subcontractors or Suppliers will only be with the direct involvement of the Contractor. D. Direct written communications to the Engineer at the address indicated at the Pre- construction Conference. Include the following with communications as a minimum: 1. Name of the Owner. 2. Project name. 3. Contract title. 4. Project number. 5. Date. 6. A reference statement. E. Submit communications on the forms referenced in this Section or in Section 01 33 00 “Submittal Procedures.” 1.04 PROJECT MEETINGS A. Pre-construction Conference: 1. Attend a pre-construction meeting. 2. The location of the conference will be determined by the Owner. Item 14 Project Coordination 01 31 13 - 2 PRP15160 – Lower Pressure Plane Transmission Line 3. The time of the meeting will be determined by the Owner but will be after the Notice of Award is issued and not later than 15 days after the Notice to Proceed is issued. 4. The Owner, Engineer, representatives of utility companies, the Contractor's project manager and superintendent, and representatives from major Subcontractors and Suppliers may attend the meeting. 5. Provide and be prepared to discuss: a. Preliminary construction schedule per Section 01 32 16 “Construction Progress Schedule.” b. Preliminary submittal schedule per Section 01 33 00 “Submittal Procedures.” c. Schedule of values and anticipated schedule of payments per Section 01 29 00 “Payment Procedures.” d. List of Subcontractors and Suppliers. e. Contractor's organizational chart as it relates to this project. f. Letter indicating the agents of authority for the Contractor and the limit of that authority with respect to the execution of legal documents, contract modifications and payment requests. B. Progress Meetings 1. Attend meetings with the Engineer and Owner. a. Meet on a monthly basis or as requested by the Owner to discuss the Project. b. Meet at the Site or other location as designated by the Owner. c. Contractor's superintendent and other key personnel are to attend the meeting. Other individuals may be requested to attend to discuss specific matters. 2. Provide information as requested by the Engineer or Owner concerning this Project. a. Prepare to discuss: 1). Status of overall Project schedule. 2). Contractor's detailed schedule for the next month. 3). Anticipated delivery dates for equipment. 4). Coordination with the Owner. 5). Status of submittals. 6). Information or clarification of the Contract Documents. 7). Claims and proposed modifications to the Contract. 8). Field observations, problems, or conflicts. 9). Maintenance of quality standards. b. Notify the Engineer of any specific items to be discussed a minimum of 1 week prior to the meeting. Item 14 Project Coordination 01 31 13 - 3 PRP15160 – Lower Pressure Plane Transmission Line 3. Review minutes of meetings and notify the Owner of any discrepancies within ten days of the date of the memorandum. a. Following that date, the minutes will stand as shown or as corrected. b. Corrections will be reflected in the minutes of the following meeting. Issues discussed will be documented and old issues will remain on minutes of subsequent meetings until the issue is resolved. C. Pre-submittal and Pre-installation Meetings 1. Attend pre-submittal and pre-installation meetings as required in the individual technical Specification Sections or as determined necessary by the Owner (for example, instrumentation, roofing, concrete mix design, etc.). 2. The location of the meeting will be determined by the Owner. 3. The time of the meeting will be determined by the Contractor when ready to proceed with the associated Work, subject to submission of a Notification by Contractor (NBC) on the form shown in Section 01 31 13.13 “Forms” and acceptance by the Engineer and Owner of the proposed time. 4. The Owner, Engineer, the Contractor's project manager and superintendent, and representatives from affected Subcontractors and Suppliers shall attend the meeting. 1.05 REQUESTS FOR INFORMATION A. Submit Request for Information (RFI) to the Owner to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form shown in Section 01 31 13.13 “Forms.” 2. Attach adequate information to permit a written response without further clarification. Engineer will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Engineer will initiate a Contract Modification Request per Paragraph 1.07 if the RFI indicates that a Contract modification is required. 1.06 NOTIFICATION BY CONTRACTOR A. Notify the Owner of: 1. Need for testing. 2. Intent to work outside regular working hours. 3. Request to shut down facilities or utilities. 4. Proposed utility connections. Item 14 Project Coordination 01 31 13 - 4 PRP15160 – Lower Pressure Plane Transmission Line 5. Required observation by Engineer or inspection agencies prior to covering Work. 6. Training. B. Provide notification a minimum of 2 weeks in advance in order to allow Owner and / or Engineer time to respond appropriately to the notification. C. Use "Notification by Contractor" form shown in Section 01 31 13.13 “Forms.” 1.07 REQUESTS FOR MODIFICATIONS A. Submit a request to the Engineer for any change in the Contract Documents. 1. Use the "Contract Modification Request" (Contract Modification Request) form shown in Section 01 31 13.13 “Forms.” 2. Assign a number to the Contract Modification Request when issued. 3. Include with the Contract Modification Request: a. A complete description of the proposed modification. b. The reason the modification is requested. c. A detailed breakdown of the cost of the change (necessary only if the modification requires a change in Contract Price). The itemized breakdown is to include: 1). List of materials and equipment to be installed. 2). Man hours for labor by classification. 3). Equipment used in construction. 4). Consumable supplies, fuels, and materials. 5). Royalties and patent fees. 6). Bonds and insurance. 7). Overhead and profit. 8). Field office costs. 9). Home office cost. 10).Other items of cost. d. Provide the level of detail outline in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark ups for Work provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self-performed Work. e. Provide a revised schedule indicating the effect on the critical path for the Project and a statement of the number of days the Project may be delayed by the modification. 4. Submit a Contract Modification Request to the Owner to request a field change. 5. A Contract Modification Request is required for all substitutions or deviations from the Contract Documents. Item 14 Project Coordination 01 31 13 - 5 PRP15160 – Lower Pressure Plane Transmission Line 6. Engineer will evaluate the request for a Contract modification. B. Owner will initiate changes through the Engineer. 1. Engineer will prepare a description of proposed modifications to the Contract Documents. 2. Engineer will use the Contract Modification Request form. Engineer will assign a number to the Contract Modification Request when issued. 3. Return Contract Modification Request with a proposal to incorporate the requested change. Include a breakdown of costs into materials and labor in the detail outline above to allow evaluation by the Engineer. C. Engineer will issue a Field Order or a Change Order per the General Conditions if a contract modification is appropriate. 1. Modifications to the Contract can only be made by a Field Order or a Change Order. 2. Changes in the Project will be documented by a Field Order or by a Change Order. 3. Field Orders may be issued by the Engineer for Contract modifications that do not change the Contract Price or Contract Time. 4. Any modifications that require a change in Contract Price or Contract Time can only be approved by Change Order. a. Proposals issued by the Contractor in response to a Contract Modification Request will be evaluated by the Engineer. b. If a Change Order is recommended, the Engineer will prepare the Change Order. c. The Change Order will be sent to the Contractor for execution with a copy to the Owner recommending approval. d. Change Orders can only be approved by the Owner. 1). Work performed on the proposed contract modifications prior to the approval of the Change Order will be performed at the Contractor's risk. 2). No payment will be made for Work on Change Orders until approved by the Owner. D. The Contractor may be informed that the Contract Modification Request is not approved and construction is to proceed in accordance with the Contract Documents. 1.08 RECORD DRAWINGS A. Maintain at the Site one complete record copy of: 1. Drawings. 2. Specifications. 3. Addenda. 4. Contract modifications. 5. Approved Shop Drawings and Record Data. Item 14 Project Coordination 01 31 13 - 6 PRP15160 – Lower Pressure Plane Transmission Line 6. One set of construction photographs. 7. Test records. 8. Clarifications and other information provided in Request for Information responses. 9. Reference standards. B. Store documents and Samples in the Contractor's field office. 1. Documents are to remain separate from documents used for construction. Do not use these documents for construction. 2. Provide files and racks for the storage of documents. 3. Provide a secure storage space for the storage of Samples. 4. Maintain documents in clean, dry, legible conditions, and in good order. 5. Make documents and Samples available at all times for inspection by the Engineer and Owner. C. Marking Drawings: 1. Label each document as "Project Record" in large printed letters. 2. Record information as construction is being performed. a. Do not conceal any Work until the required information is recorded. b. Mark drawings to record actual construction, including the following: 1). Depths of various elements of the foundation in relation to finished first floor datum or the top of walls. 2). Horizontal and vertical locations of underground utilities and appurtenances constructed and existing utilities encountered during construction. 3). Location of internal utilities and appurtenances concealed in the construction. Refer measurements to permanent structure on the surface. Include the following equipment: a). Piping. b). Ductwork. c). Equipment and control devices requiring periodic maintenance or repair. d). Valves, unions, traps, and tanks. e). Services entrance. f). Feeders. g). Outlets. 4). Changes of dimension and detail. 5). Changes made by Field Order and Change Order. 6). Details not on the original Drawings. Include field verified dimensions and clarifications, interpretations, and additional information issued in response to Requests for Information. Item 14 Project Coordination 01 31 13 - 7 PRP15160 – Lower Pressure Plane Transmission Line c. Mark Specifications and Addenda to identify products provided. 1). Record product name, trade name, catalog number, and each Supplier (with address and phone number) of each product and item of equipment actually installed. 2). Record changes made by Field Order and Change Order. d. Mark additional Work or information in erasable pencil. 1). Use red for new or revised indication. 2). Use purple for Work deleted or not installed (lines to be removed). 3). Highlight items constructed per the Contract Documents in yellow. e. Submit record documents to Engineer for review and acceptance 30 days prior to final completion of the Project. 1). Provide one set of marked up drawings. D. Applications for Payment will not be recommended for payment if record documents are found to be incomplete or not in order. Final payment will not be recommended without complete record documents. END OF SECTION Item 14 Forms 01 31 13.13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 31 13.13 FORMS 1.00 GENERAL 1.01 WORK INCLUDED A. Use the forms shown in this Section for Contract administration, submittals and documentation of test results. A disk with these forms in Microsoft Word or Excel will be provided to the Contractor before or at the pre-construction conference. Forms included are listed below: B. Contract administration forms: 1. Request for Information. 2. Notification by Contractor. 3. Contractor's Modification Request. C. Application for Payment forms: 1. Consent of Surety Company to Payment Procedures. 2. Application for Payment forms. D. Submittal forms: 1. Submittal Transmittal. 2. Shop Drawing Deviation Request. 3. Concrete Mix Design. a. Attachment “A” – Basis for Mix Design – Field Strength Test Record. b. Attachment “B” – Basis for Mix Design – Trial Mixture. E. Testing forms: 1. Pressure Pipe Test Report. 2. Protective Coating Test Report. F. Project closeout forms: 1. Consent of Surety Company to Final Payment. 2. Consent of Surety Company to Reduction of or Partial Release of Retainage. 3. Contractor's Affidavit of Payment of Debts and Claims. 4. Contractor's Affidavit of Release of Liens. END OF SECTION Item 14 PRP15160 – Lower Pressure Plane Transmission Line REQUEST FOR INFORMATION (4.14 / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. REFERENCE DATA: Specification Section No._________ Page No._____ Paragraph No._____ Drawing No._____ Detail description: CONTRACTOR REQUESTS:฀ Information ฀ Interpretation ฀ Clarification for the items described below or in the attached material referenced below: CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: ENGINEER'S RESPONSE: ฀ Information ฀ Interpretation ฀ Clarification for the items described above or in the attached material referenced: RESPONSE BY: DATE: Item 14 PRP15160 – Lower Pressure Plane Transmission Line NOTIFICATION BY CONTRACTOR (4.15 / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. DESCRIPTION: NO.: NOTIFICATION IS GIVEN OF THE FOLLOWING: ฀ Concrete Placement Notice ฀ Electrical Observation Request ฀ Concrete Testing Request ฀ Mechanical Observation Request ฀ Soils Testing Request ฀ Facility Shutdown Request ฀ Mechanical Testing Request ฀ Request to Work Outside Regular Hours ฀ Structural Observation Request ฀ Other (See Below) Date When Work is to be Accomplished: Description: Requested by: Date: RESPONSE TO NOTIFICATION: Response by: Date: Item 14 PRP15160 – Lower Pressure Plane Transmission Line CONTRACT MODIFICATION REQUEST (4.42 / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. DESCRIPTION:NO. __________ NOTIFICATION BY CONTRACTOR The Contractor proposes to make the additions, modifications, or deletions to the Work described in the Contract Documents, as shown in Attachment "A" and requests that you take the following action: Notify us that you concur that this change does not require a change in Contract time or amount and issue a Field Order. Issue a Work Change Directive to authorize us to proceed with the described change with payment at the Contract unit prices. Issue a Work Change Directive to authorize us to proceed with the change under the time and materials provisions of the Contract Documents. Issue a Work Change Directive or Change Order for performing the described change. Proposed change in Contract amount is indicated in the attached detailed cost breakdown of labor, materials, equipment and all other costs associated with this change. Impacts on Contract time are shown in the attached revised schedule. By: Date: CONSTRUCTION MANAGER'S RESPONSE We concur that this change does not require a change in Contract time or amount. A Field Order will be issued. We concur that you proceed with the change with payment to be made at the Contract unit prices. A Work Change Directive will be issued. We concur that you proceed with the change under the time and materials provisions of the Contract Documents. A Work Change Directive will be issued. A Change Order will be issued based on the attached proposal. Additional information is required to evaluate this request. Provide information as described in the attached comments and resubmit. Contract Modification Request is not accepted. By: Date: Item 14 PRP15160 – Lower Pressure Plane Transmission Line For Contractors Use: Field Order ______ issued. Change Order ______ issued. Work Change Directive ______issued. Contract Modification cancelled for the following reasons: ____________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Item 14 PRP15160 – Lower Pressure Plane Transmission Line CONTRACT MODIFICATION REQUEST ATTACHMENT A (4.42 / ) Item 14 PRP15160 – Lower Pressure Plane Transmission Line CONSENT OF SURETY COMPANY TO PAYMENT PROCEDURES (4.86 / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. The Surety Company, on bond of the Contractor listed above for the referenced project, in accordance with the Contract Documents, hereby approves schedule of values, payment request form and method of payment for the referenced project. In witness whereof, the Surety Company has hereunto set its hand this day of 20 . Surety Company By Authorized Representative Title Address: Attach Power of Attorney Item 14 CONTRACTOR'S APPLICATION FOR PAYMENT PAY REQUEST NO: DATE: PERIOD FROM: TO: PROJECT: ENGINEER: FREESE & NICHOLS, INC. 6136 FRISCO SQUARE BLVD, SUITE 200 FRICSO, TEXAS 75034 OWNER: TOWN OF PROSPER CONTRACTOR: P.O. BOX 307 121 W. BROADWAY PROSPER, TEXAS 75078 BIDS RECEIVED:CONTRACT DATE:NOTICE TO PROCEED: CONTRACT AMOUNT: CALENDAR DAYS:COMPLETION DATE: ADJUSTMENTS:EXTENSIONS: REVISED AMOUNT:REVISED DAYS:REVISED DATE: SUMMARY OF JOB STATUS:SUBMITTED BY: Total Work Completed By:__________________________________ Name Title Material Stored on Site Date: ________________________________ Subtotal Less 5% Retained VERIFIED BY: TOWN OF PROSPER ENGINEERING Subtotal By:__________________________________ Name Construction Mgr. Less Previous Payments Date: ________________________________ Amount Due This Period REVIEWED BY: FREESE & NICHOLS By:__________________________________ Name Project Engineer Date: ________________________________ APPROVED FOR PAYMENT BY: TOWN OF PROSPER By:__________________________________ Name Executive Director WORK COMPLETED % Date: ________________________________ TIME:% Item 14 PRP15160 – Lower Pressure Plane Transmission Line SUBMITTAL TRANSMITTAL (4. / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ARCHITECT/ENGINEER: Freese & Nichols, Inc. REFERENCE DATA: Contractor's Submittal No. Specification Section: Plan Sheet No.: Description: CONTRACTOR'S CERTIFICATION: I hereby certify that this submittal has been reviewed by the Contractor and is in strict conformance with the Contract Documents as modified by Addenda, Change Orders and Field Orders. CERTIFIED BY: DATE: TYPE #DESCRIPTION #SENT #RET'D STATUS CMR Contractor's Modification Request ฀ Approved CTR Certified Test Report ฀ Approved As Noted EIR Equipment Installation Report ฀ Not Approved O&M Operation & Maintenance Manual ฀ Revise & Resubmit NBC Notification By Contractor ฀ Filed As Received PCM Proposed Contract Modification ฀ Final Distribution PR Payment Request ฀ Change Order Issued PP Project Photographs ฀ Field Order Issued RD Record Data ฀ Recommended For Approval RFI Request For Information ฀ Returned W/O Review SAM Sample ฀ Add'l Information Required SCH Schedule Of Progress ฀ Cancelled SD Shop Drawing ฀ See Review Comments ฀ Pending Change Order FOR ARCHITECT / ENGINEER'S USE ONLY DATE RECEIVED_______________ BY________ DATE RETURNED_______________BY________ COMMENTS: DISTRIBUTION REVIEW NO.SENT TO.NO.SENT TO.DEPT.BY DATE SENT DATE RET=D Item 14 PRP15160 – Lower Pressure Plane Transmission Line SHOP DRAWING DEVIATION REQUEST (4.31 / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. Shop Drawing No. SD- . Reference Specification/Drawing: Description: For Engineer’s Use Only When executed here by the Engineer, this form becomes Field Order: FO - on this project, and it is issued to document the deviations approved below by the Engineer. With the exception of the deviations noted below, this Shop Drawing was reviewed by the Contractor and was determined to be in strict compliance with the Contract Documents. The Contractor requests that the following specific deviations to the Contract Documents be permitted. Contractor’s Signature Date To Be Completed By Contractor . Engineer’s Signature Date Deviation Item No. Specification No.Description Not Approved Approved By (signature)Date Change Order Required ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ ฀ Item 14 PRP15160 – Lower Pressure Plane Transmission Line The deviations to the Contract Documents listed above that are signed by the Engineer are approved. It is the Engineer’s opinion that this approval supplements the Contract Documents pursuant to the provision of General Condition 3.04B in the Contract Documents and does not alter the Contract Price or Contract Time. The Contractor shall notify the Engineer prior to commencing the work should he disagree with the Engineer’s opinion and a change order should be requested. Item 14 PRP15160 – Lower Pressure Plane Transmission Line Concrete Mix Design PROJECT NAME: FNI PROJECT NUMBER: PROJECT LOCATION: OWNER: GENERAL CONTRACTOR: MIX NUMBER / CLASS: A. Mix Design Cement =lb/yd3 Fly Ash =lb/yd3 Other Cementitious Material: _________________________=lb/yd3 Fine Aggregate (Dry Weight)=lb/yd3 Coarse Aggregate (Dry Weight)=lb/yd3 Water =lb/yd3 Water Reducing Admixture =oz/yd3 High Range Water Reducer =oz/yd3 Air Entraining Admixture =oz/yd3 Other Admixture: _________________________=oz/yd3 Slump =inches Gross Weight =lb/yd3 Air Content =% Water/Cement Ratio = B. Materials SOURCE ASTM TYPE REMARKS Cement Fly Ash Other Cementitious Material: ___________ Fine Aggregate Coarse Aggregate Water Water Reducer High Range Water Reducer Air Entraining Other Admixture: ___________ Item 14 PRP15160 – Lower Pressure Plane Transmission Line C. Determination of Average Strength Required (f’cr) 1. Test Records Available: A. Summary of Test Records: (Provide supporting documentation.) Test Group No. No. of Consecutive Tests Specified Strength (psi) Standard Deviation (psi) Average Standard Deviation: B. Standard Deviation Modification Factor (ACI 301, Table 4.2.3.3.a) ________ C. Standard Deviation Used ________ Average Compressive Strength Required ________ 2. Test Records Not Available: A. Average Compressive Strength Required (ACI 301, 4.2.3.3.b, if required) ________ D. Documentation of Required Average Compressive Strength (Check One) 1. Field Strength Test Record (ACI 301, 4.2.3.4.a) ________ Complete Attachment A. 2. Trial Mixtures (ACI 301, 4.2.3.4.b) ________ Complete Attachment B. I, __________________________ certify that the above information is correct and all gradations, cement certifications and test results are located at our place of business for review by the Engineer. NAME:DATE: TITLE: COMPANY: Item 14 PRP15160 – Lower Pressure Plane Transmission Line Attachment A Documentation of Average Strength – Field Strength Test Record (ACI 301, 4.2.3.4.a) A.Summary of test records: (Provide supporting documentation.) Test Record No. No. of Tests in Record Duration of Record (days) Water- Cementitious Materials Ratio Average Strength (psi) B.Interpolation used?________ Provide an interpolation calculation or plot of strength versus proportions. C.Submit the following data for each mix: 1. Brand, type and amount of cement. 2. Brand, type and amount of each admixture. 3. Source of each material used. 4. Amount of water. 5. Proportions of each aggregate material per cubic yard. 6. Gross weight per cubic yard. 7. Measured slump. 8. Measured air content. 9. Results of consecutive strength tests. Item 14 PRP15160 – Lower Pressure Plane Transmission Line Attachment B Documentation of Average Strength – Trial Mixtures (ACI 301, 4.2.3.4.b) A.Summary of test record(s): 7-day Tests 28-day Tests Trial Mix No.No. of Test Cylinders Strength (psi) No. of Test Cylinders Strength (psi) Water- Cementitiou s Materials Ratio Slump (in) Air Content (%) Temp- erature (°F) B.Maximum water-cementitious materials ratio ________ Provide an interpolation calculation or plot of strength versus water-cementitious materials ratio. C.Submit the following data for each mix: 1. Brand, type and amount of cement. 2. Brand, type and amount of each admixture. 3. Amount of water used in trial mixes. 4. Proportions of each aggregate material per cubic yard. 5. Gross weight per cubic yard. 6. Measured slump. 7. Measured air content. 8. Compressive strength developed at 7 days and 28 days, from not less than three test cylinders cast for each 7 and 28 day test. Item 14 PRP15160 – Lower Pressure Plane Transmission Line PRESSURE PIPE TEST REPORT (4. / ) PROJECT: Lower Pressure Plane 42-inch Transmission Line PROJECT NUMBER: OWNER:Town of Prosper CONTRACTOR: ENGINEER: Freese and Nichols, Inc.PRP15160 DATE: REFERENCE DATA: No.: Description: Specification Section No.: Page No.: Par. No.: Sheet No.: Entitled: Detail Designation: Drawing Attached: ฀ Yes ฀ No PIPELINE IDENTIFICATION: System Fluid: Identification No.: Pipe Size: Pipe Material: LOCATION: Structure: N/S Coord.: E/W Coord.: Station: Elev.: Test Section: From: To: Test Fluid Test Pressure Test Time Required Allowable Pressure Loss/Fluid Make-up Test No. Test Time Initial Pressure Final Pressure Pressure Change Fluid Added Test Pass/Fail Tested By Date Item 14 PRP15160 – Lower Pressure Plane Transmission Line PROTECTIVE COATING TEST REPORT (4. / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. DATE: REFERENCE DATA: Report No.: Description: APPLICATION AREA: Item coated (from drawings): Identification No.: Unit No.: LOCATION: Structure: N/S Coord.: E/W Coord.: Station: Elev.: SURFACE PREPARATION: ฀ Shop Primer ฀ Field Blast-Commercial Gray ฀ Field Blast- Near White ฀ Brush Blast ฀ Power Tool & Solvent Cleaning ฀ Field Blast-White Metal COATING APPLICATION: DRY FILM THICKNESS Coat Type Description (Brand, Series, Name/No.)Color Req’d Test Retest Primer Interim Interim Finish CHECKED FOR HOLIDAYS ฀ Not Required ฀ Tested and Defects Marked Date: ฀ Tested and No Defects Discovered Date: Testing By: With: Witnessed by: With: Item 14 PRP15160 – Lower Pressure Plane Transmission Line CONSENT OF SURETY COMPANY TO FINAL PAYMENT (4.86 / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. The Surety Company, on bond of the Contractor listed above for the referenced project, in accordance with the Contract Documents, hereby approves final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to the Owner under the terms of the Contract and as set forth in said Surety Company's bond. In witness whereof, the Surety Company has hereunto set its hand this day of 20 . Surety Company By Authorized Representative Title Address: Attach Power of Attorney Item 14 PRP15160 – Lower Pressure Plane Transmission Line CONSENT OF SURETY COMPANY TO REDUCTION OF OR PARTIAL RELEASE OF RETAINAGE (4.86 / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. The Surety Company, on bond of the Contractor listed above for the referenced project, in accordance with the Contract Documents, hereby approves a reduction of or partial release of retainage to the Contractor in the amount of and agrees that payment of this amount to the Contractor shall not relieve the Surety Company of any of its obligations to the Owner under the terms of the Contract, and as set forth in said Surety Company's bond. In witness whereof, the Surety Company has hereunto set its hand this day of 20 . Surety Company By: Authorized Representative Title: Address: Attach Power of Attorney Item 14 PRP15160 – Lower Pressure Plane Transmission Line CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS (4. / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. The Contractor, in accordance with the Contract Documents, hereby certifies that, except as listed below, all obligations for all materials and equipment furnished, for all work labor, and services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner or his property might in any way be held responsible have been paid in full or have otherwise been satisfied in full. EXCEPTIONS: (If none, write “NONE”. The Contractor shall furnish a bond, acceptable to the Owner, for each exception.) CONTRACTOR BY TITLE Subscribed and sworn to before me this day of , 20 . Notary Public: My Commission Expires: Item 14 PRP15160 – Lower Pressure Plane Transmission Line CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS (4. / ) PROJECT: PROJECT NUMBER: OWNER: CONTRACTOR: ENGINEER: Freese & Nichols, Inc. The Contractor, in accordance with the Contract Documents, and in consideration for the full and final payment to the Contractor for all services in connection with the project, does hereby waive and release any and all liens, or any and all claims to liens which the Contractor may have on or affecting the project as a result of its contract(s) for the Project or for performing labor and/or furnishing materials in any way connected with the construction of any aspect of the project. The Contractor further certifies and warrants that all subcontractors of labor and/or materials for the Project, except as listed below, have been paid in full for all labor and/or materials supplied to, for, through or at the direct or indirect request of the Contractor prior to, through and including the date of this affidavit. EXCEPTIONS: (If none, write “NONE”. The Contractor shall furnish a bond, acceptable to the Owner, for each exception.) CONTRACTOR By Title Subscribed and sworn to before me this day of , 20 Notary Public: My Commission Expires: Item 14 Construction Progress Schedule 01 32 16 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 32 16 CONSTRUCTION PROGRESS SCHEDULE 1.00 GENERAL 1.01 REQUIREMENTS A. Prepare and submit a Progress Schedule for the Work and update the schedule on a monthly basis for the duration of the Project. B. Provide schedule in adequate detail to allow Owner to monitor the Work progress, to anticipate the time and amount of Applications for Payment, and to relate submittal processing to sequential activities of the Work. C. Incorporate and specifically designate the dates of anticipated submission of submittals and the dates when submittals must be returned to the Contractor into the schedule. D. Assume complete responsibility for maintaining the progress of the Work per the submitted schedule. E. Take all requirements of Section 01 35 00 “Special Procedures” into consideration when preparing schedule. 1.02 SUBMITTALS A. Submit Progress Schedules in accordance with Section 01 33 00 “Submittal Procedures.” Submit schedules within the following times: 1. Preliminary schedule within 10 days after the Notice of Award. The schedule is to be available at the pre-construction conference. 2. Detailed schedule at least 10 days prior to the first payment request. B. Submit Progress Schedules with Applications for Payment. Schedules may be used to evaluate the Applications for Payment. Failure to submit the schedule may cause delay in the review and approval of Applications for Payment. 1.03 SCHEDULE REQUIREMENTS A. Schedule is to be in adequate detail to: 1. Assure adequate planning, scheduling, and reporting during the execution of the Work. 2. Assure the coordination of the Work of the Contractor and the various Subcontractors and Suppliers. 3. Assist in monitoring the progress of the Work. 4. Assist in evaluating proposed changes to Contract Time and Project schedule. 5. Assist the Owner in review of Contractor's Application for Payment. B. Provide personnel with 5 years minimum experience in scheduling construction work comparable to this Project. C. Provide the schedule in the form of a time scaled horizontal bar chart which indicates graphically the Work scheduled at any time during the Project. The graph is to indicate: Item 14 Construction Progress Schedule 01 32 16 - 2 PRP15160 – Lower Pressure Plane Transmission Line 1. Complete sequence of construction by activity. 2. Identification of the activity by structure, location, and type of Work. 3. Chronological order of the start of each item of Work. 4. The activity start and stop dates. 5. The activity duration. 6. Successor and predecessor relationships for each activity. Group related activities or use lines to indicate relationships. 7. A clearly indicated critical path. Indicate only one critical path on the schedule. The subsystem with the longest time of completion is the critical path where several subsystems each have a critical path. Float time is to be assigned to other subsystems. 8. Projected percentage of completion, based on dollar value of the Work included in each activity as of the day Applications for Payment are due of each month. D. Submit a separate submittal schedule indicating the dates when the submittals are to be sent to the Engineer. 1. List specific dates submittal is to be sent to the Engineer. 2. List specific dates submittal must be processed in order to meet the proposed schedule. 3. Allow a reasonable time to review submittals, taking into consideration the size and complexity of the submittal, the submission of other submittals, and other factors that may affect review time. 4. Allow time for re-submission of the submittals for each item. Contractor is responsible for delays associated with additional time required to review incomplete or erroneous submittals and for the time lost when submittals are submitted for products that do not meet the requirements of the Specifications. E. Update the schedule at the end of each monthly partial payment period to indicate the progress made on the Project to that date. 1.04 SCHEDULE REVISIONS A. Submit a written report if the schedule indicates that the Project is more than 30 days behind schedule. The report is to include: 1. Number of days Project is behind schedule. 2. Narrative description of the steps to be taken to bring the Project back on schedule. 3. Anticipated time required to bring the Project back on schedule. B. Submit a revised schedule indicating the action that the Contractor proposes to take to bring the Project back on schedule. C. Revise the schedule to indicate any adjustments in Contract Time approved by Change Order. 1. Revised schedule is to be included with Contract Modification Request for which an extension of time is requested. Item 14 Construction Progress Schedule 01 32 16 - 3 PRP15160 – Lower Pressure Plane Transmission Line 2. Failure to submit a revised schedule indicates that the modification shall have no impact on the ability of the Contractor to complete the Project on time and that the cost associated with the change of additional plant or work force have been included in the cost proposed for the modification. D. Updating the Project schedule to reflect actual progress is not considered a revision to the Project schedule. E. Applications for Payment will not be recommended for payment without a revised schedule and if required, the report indicating the Contractor's plan for bringing the Project back on schedule. 1.05 FLOAT TIME A. Define float time as the amount of time between the earliest start date and the latest start date of a chain of activities on the construction schedule. B. Float time is not for the exclusive use or benefit of either the Contractor or Owner. C. Contract Time cannot be changed by the submission of this schedule. Contract Time can only be modified by approved Change Order. D. Schedule completion date must be the same as the Contract completion date. Time between the end of construction and the Contract completion date is to be indicated as float time. END OF SECTION Item 14 Video and Photographic Documentation 01 32 34 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 32 34 VIDEO AND PHOTOGRAPHIC DOCUMENTATION 1.00 GENERAL 1.01 WORK INCLUDED A. Provide a video recording of the Site prior to the beginning of construction. 1. Record the condition of all existing facilities in or abutting the construction area (right-of- way) including but not limited to streets, curb and gutter, utilities, driveways, fencing, landscaping, etc. per Paragraph 2.02. 2. Record after construction staking is complete but prior to any clearing. 3. Provide one copy of the recording, dated and labeled to the Owner before the start of construction. Provide additional recording as directed by the Owner if the recording provided is not considered suitable for the purpose of recording pre-existing conditions. The submitted video must be approved by the Owner prior to start of any clearing operations. B. Furnish an adequate number of photographs of the Site to clearly depict the completed Project. 1. Provide a minimum of ten different views. 2. Photograph a panoramic view of the entire Site. 3. Photograph all significant areas of completed construction. 4. Completion photographs are not to be taken until all construction trailers, excess materials, trash and debris have been removed. 5. Employ a professional photographer approved by the Owner to photograph the Project. 6. Provide one aerial photograph of the Site from an angle and height to include the entire Site while providing adequate detail. C. All photographs, video recordings and a digital copy of this media are to become the property of the Owner. Photographs or recordings may not be used for publication, or public or private display without the written consent of the Owner. 1.02 QUALITY ASSURANCE A. Provide clear photographs and recordings taken with proper exposure. View photographs and recordings in the field and take new photographs or recordings immediately if photos of an adequate print quality cannot be produced or video quality is not adequate. Provide photographs with adequate quality and resolution to permit enlargements. 1.03 SUBMITTALS A. Submit two DVDs of the video recording as Record Data in accordance with Section 01 33 00 “Submittal Procedures.” B. Submit Photographic Documentation as Record Data in accordance with Section 01 33 00 “Submittal Procedures.” 2.00 PRODUCTS Item 14 Video and Photographic Documentation 01 32 34 - 2 PRP15160 – Lower Pressure Plane Transmission Line 2.01 PHOTOGRAPHS A. Provide photographs in digital format with a minimum resolution of 1280 x 960, accomplished without a digital zoom. B. Take photographs at locations acceptable to the Owner. C. Provide a digital copy on a DVD of the photographs taken. 2.02 VIDEO RECORDING A. Provide digital format on DVD that can be played with Windows Media Player in common format in full screen mode. B. Identify Project on video by audio or visual means. C. Video file size should not exceed 400 MB. D. Video resolution shall be 1080p. E. The quality of the video must be sufficient to determine the existing conditions of the construction area. Camera panning must be performed while at rest, do not pan the camera while walking or driving. Camera pans should be performed at intervals sufficient to clearly view the entire construction area (100-foot maximum interval). F. DVD shall be labeled with construction stationing and stationing should be called out, voice recorded, in the video. G. The entire construction area recording shall be submitted at once. Sections submitted separately will not be accepted. H. Pipeline projects should be recorded linearly from beginning to end. I. Pump Stations, Ground Storage tanks, water treatment plants and other Site components shall be video recorded in an organized sequential order with major components identified. J. Submit DVD in a hard plastic case, clearly label the date(s) the DVD was made, the project name and Owner’s project number. If more than one DVD then indicate number as 1 of 2, 2 of 2, etc. END OF SECTION Item 14 Submittal Procedures 01 33 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 33 00 SUBMITTAL PROCEDURES 1.00 GENERAL 1.01 WORK INCLUDED A. Submit documentation as required by the Contract Documents and as reasonably requested by the Owner and Engineer to: 1. Record the products incorporated into the Project for the Owner. 2. Provide information for operation and maintenance of the Project. 3. Provide information for the administration of the Contract. 4. Allow the Engineer to advise the Owner if products proposed for the Project by the Contractor conform, in general, to the design concepts of the Contract Documents. B. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the Engineer's review of submittals. Contract modifications may only be approved by Change Order or Field Order. 1.02 CONTRACTOR'S RESPONSIBILITIES A. Review all submittals prior to submission. B. Determine and verify: 1. Field measurements. 2. Field construction requirements. 3. Location of all existing structures, utilities and equipment related to the submittals. 4. Submittals are complete for their intended purpose. 5. Conflicts between the submittals related to the various Subcontractors and Suppliers have been resolved. 6. Quantities and dimensions shown on the submittals. C. Submit information per the procedures described in this Section and the detailed Specifications. D. Furnish the following submittals: 1. As specified in the attached Submittal Schedule. 2. Schedules, data and other documentation as described in detail in this Section or referenced in the General Conditions. 3. Documentation required for the administration of the Contract per Section 01 31 13 “Project Coordination.” 4. Shop Drawings required for consideration of a Contract modification per Paragraph 1.08. 5. Submittals as required in the Specifications. 6. Submittals not required will be returned without Engineer's review. Item 14 Submittal Procedures 01 33 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line E. Submit a schedule indicating the date submittals will be sent to the Engineer and proposed dates that the product will be incorporated into the Project. Make submittals promptly in accordance with the schedule so as to cause no delay in the Project. 1. Send submittals to the Engineer allowing a reasonable time for delivery, review and marking submittals. Include time for review of a resubmission if necessary. Allow adequate time for the submittal review process, ordering, fabrication, and delivery of the product so as to not delay progress on the Project. 2. Schedule submittal to provide all information for interrelated Work at one time. No review will be performed on submittals requiring coordination with other submittals. Engineer will return submittals for resubmission as a complete package. F. Submit information for all of the components and related equipment required for a complete and operational system in the same submittal. 1. Include electrical, mechanical, and other information required to indicate how the various components of the system function. 2. Provide certifications, warranties, and written guarantees with the submittal package for review when they are required. 3. Fabrication or installation of any products prior to the approval of Shop Drawings is done at the Contractor's risk. Products not meeting the requirements of Contract Documents are defective and may be rejected at the Owner's option. G. Payment will not be made for products for which submittals are required until the submittals have been received. Payment will not be made for products for which Shop Drawings or Samples are required until these are approved by the Engineer. 1.03 QUALITY ASSURANCE A. Submit legible, accurate, complete documents presented in a clear, easily understood manner. Submittals not meeting these criteria will be returned without review. B. Demonstrate that the proposed products are in full and complete compliance with the design criteria and requirements of the Contract Documents including Drawings and Specifications as modified by Addenda, Field Orders, and Change Orders. C. Furnish and install products that fully comply with the information included in the submittal. D. Review and approve submittals prior to submitting them to the Engineer for review. Submittals will not be accepted from anyone other than the Contractor. 1.04 SUBMITTAL PROCEDURES A. Submit an electronic copy of each submittal through the project portal (website) provided by the Engineer. The Contractor will be provided access to log onto the website to post submittal documents and check the status of submittals. 1. The complete contents of each submittal, including associated drawings, Product Data, etc., shall be submitted in Portable Document Format (PDF.) Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 papers. Item 14 Submittal Procedures 01 33 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line 2. Create and submit color PDF documents where color is important to the evaluation of the submittal and / or where comments will be lost if only black and white PDF documents are provided. Submit Sample and color charts per Paragraph 1.04.H. B. Transmit all submittals, with a properly completed Submittal Transmittal Form as indicated in Section 01 31 13.13 “Forms.” 1. Use a separate transmittal form for each specific product, class of material, and equipment system. 2. Submit items specified in different Sections of the Specifications separately unless they are part of an integrated system. C. Assign a submittal number to the documents originated to allow tracking of the submittal during the review process. 1. Assign the number consisting of a prefix, a sequence number, and a letter suffix. Prefixes shall be as follows: Prefix Description Originator PR Payment Request Contractor CO Change Order Engineer CMR Contract Modification Request Contractor CTR Certified Test Report Contractor EIR Equipment Installation Report Contractor FO Field Order Engineer NBC Notification by Contractor Contractor O&M Operation & Maintenance Manuals Contractor PD Photographic Documentation Contractor RD Record Data Contractor RFI Request for Information Contractor SAM Sample Contractor SD Shop Drawing Contractor SCH Schedule of Progress Contractor 2. Issue sequence numbers in chronological order for each type of submittal. 3. Issue numbers for resubmittals that have the same number as the original submittal followed by an alphabetical suffix indicating the number of times the same submittal has been sent to the Engineer for processing. For example: SD 025 A represents shop drawing number 25 and the letter “A” designates this is the second time this submittal has been sent for review. 4. Clearly note the submittal number on each page or sheet of the submittal. Item 14 Submittal Procedures 01 33 00 - 4 PRP15160 – Lower Pressure Plane Transmission Line 5. Correct assignment of numbers is essential since different submittal types are processed in different ways. D. Submit documents with uniform markings. 1. Mark submittals to: a. Highlight Contractor’s corrections in green. b. Highlight items pertinent to the products being furnished in yellow and delete items that are not when the Supplier’s standard drawings or information sheets are provided. c. Cloud items and highlight in yellow where selections by the Engineer or Owner are required. d. Mark dimensions with the prefix FD to indicate field verified dimensions on the Shop Drawings. e. Provide an 8-by-3-inch blank space for Contractor’s and Engineer’s stamp. Contractor may use a digital certification if this is preferred. The certification must bear a digital signature. 2. Define abbreviations and symbols used in Shop Drawings. a. Use terms and symbols in Shop Drawings consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Shop Drawings. c. Provide a legend for symbols used on Shop Drawings. E. Mark submittals to reference the Drawing number and/or Section of the Specifications, detail designation, schedule or location that corresponds with the data submitted. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to determine where a particular product is to be used. F. Deliver Samples required by the Specifications to the Site. Provide a minimum of two Samples. G. Construct mock-ups from the actual products to be used in construction per the Specifications. H. Submit color charts and Samples for every product requiring color, texture or finish selection. 1. Submit all color charts and Samples at one time. 2. Do not submit color charts and Samples until all Record Data have been submitted or Shop Drawings for the products have been approved. 3. Submit color charts and Samples not less than 30 days prior to when these products are to be ordered or released for fabrication to comply with the schedule for construction of the Project. I. Submit Contract Modification Request per Section 01 31 13 “Project Coordination” to request modifications to the Contract Documents. J. For non-electronic submittals, the number of copies of each submittal to be sent by the Contractor and the number of copies of each submittal to be returned are: Item 14 Submittal Procedures 01 33 00 - 5 PRP15160 – Lower Pressure Plane Transmission Line Prefix Description No. of Copies Sent No. of Copies Returned PR Payment Request 4 1 O&M Final O&M Manuals 4 0 SAM Sample 2 0 K. Submit an electronic copy of each submittal to the Owner. The complete contents of each submittal, including associated drawings, Product Data, etc., shall be submitted in Adobe Acrobat PDF format, or other format approved by Engineer. 1.05 REVIEW PROCEDURES A. Shop Drawings are reviewed in the order received, unless Contractor request that a different priority be assigned. B. Mark a submittal as "Priority" to place the review for this submittal ahead of submittals previously delivered. Priority submittals will be reviewed before other submittals for this Project which have been received but not reviewed. Use discretion in the use of "Priority" submittals as this may delay the review of submittals previously submitted. Revise the Schedule of Contractor's Submittals for substantial deviations from the previous schedule. C. Review procedures vary with the type of submittal as described in Paragraph 1.06. 1.06 SUBMITTAL REQUIREMENTS A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection or installation of the product without additional detailed information from the Supplier. 1. Shop Drawings are requested so that the Engineer can: a. Assist the Owner in selecting colors, textures or other aesthetic features. b. Compare the proposed features of the product with the specified features so as to advise the Owner that the product does, in general, conform to the Contract Documents. c. Compare the performance features of the proposed product with those specified so as to advise the Owner that it appears that the product will meet the designed performance criteria. d. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. 2. Certify that Contractor has reviewed the Shop Drawings and made all necessary corrections such that the products, when installed, will be in full compliance with the Contract Documents. Shop Drawings submitted without this certification will be returned without review. 3. Submit Shop Drawings for: a. Products indicated in the submittal schedule following this section. Item 14 Submittal Procedures 01 33 00 - 6 PRP15160 – Lower Pressure Plane Transmission Line b. When a substitution or equal product is proposed in accordance with Paragraph 1.10. 4. Include a complete description of the material or equipment to be furnished. Information is to include: a. Type, dimensions, size, arrangement, model number, and operational parameters of the components. b. Weights, gauges, materials of construction, external connections, anchors, and supports required. c. Performance characteristics, capacities, engineering data, motor curves, and other information necessary to allow a complete evaluation of mechanical components. d. All applicable standards such as ASTM or Federal Specification numbers. e. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings. f. Wiring and piping diagrams and related controls. g. Mix designs for concrete, asphalt, or other materials proportioned for the Project. h. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the submittal that the measurements represent actual dimensions obtained at the Site. 5. Provide all required statements of certification, guarantees, Extended Service Agreements, and other related documents with the Shop Drawing. The effective date of these documents shall be the date of acceptance of the Work by the Owner. 6. Comments will be made on items called to the attention of the Engineer for review and comment. Any marks made by the Engineer do not constitute a blanket review of the submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. a. Submittals that are reviewed will be returned with one or more of the following designations: 1). Approved: Submittal is found to be acceptable as submitted. 2). Approved as Noted: Submittal is acceptable with corrections or notations made by Engineer and may be used as corrected. 3). Revise and Resubmit: Submittal has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. 4). Not Approved: Products are not acceptable. b. Drawings with a significant or substantial number of markings by the Contractor may be marked "Approved as Noted" and "Revise and Resubmit". These drawings are to be revised to provide a clean record of the submittal. c. Dimensions or other data that do not appear to conform to the Contract Documents will be marked as "At Variance With" (AVW) the Contract Documents or other Item 14 Submittal Procedures 01 33 00 - 7 PRP15160 – Lower Pressure Plane Transmission Line information provided. The Contractor is to make revisions as appropriate to comply with Contract Documents. B. Certifications, Warranties and Service Agreements include documents as specified in the detailed Specifications, as shown in the submittal schedule or as follows: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the specifications (refer to Section 01 40 00 “Quality Requirements”). 2. Certification of Local Field Service (CLS): A certified letter stating that field service is available from a factory or Supplier approved service organization located within a 300 mile radius of the Site. List names, addresses, and telephone numbers of approved service organizations on or attach to the certificate. 3. Extended Warranty (EW): A guarantee of performance for the product or system beyond the normal 1 year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. 4. Extended Service Agreement (ESA): A Contract to provide maintenance beyond that required to fulfill requirements for warranty repairs, or to perform routine maintenance for a definite period of time beyond the warranty period. Issue the service agreement in the name of the Owner. 5. Certification of Adequacy of Design (CAD): A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable and to withstand all imposed loads without deformation, failure, or adverse effects to the performance and operational requirements of the unit. The letter shall state that mechanical and electrical equipment is adequately sized to be fully operational for the conditions specified or normally encountered by the product's intended use. 6. Certification of Applicator/Subcontractor (CSQ): A certified letter stating that the Subcontractor or Supplier proposed to perform a specified function is duly designated as factory authorized and trained for the application of the specified product. C. Submit Record Data to provide information to allow the Owner to adequately identify the products incorporated into the Project and allow replacement or repair at some future date. 1. Provide Record Data for all products. Record Data is not required for items for which Shop Drawings and/or operations and maintenance manuals are required. 2. Provide information only on the specified products. Submit a Contract Modification Request for approval of deviations or substitutions and obtain approval by Field Order or Change Order prior to submitting Record Data. 3. Provide the same information required for Shop Drawings. 4. Record Data will be received by the Engineer, logged, and provided to Owner for the project record. a. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Inadequate drawings will be returned as unacceptable. b. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. Item 14 Submittal Procedures 01 33 00 - 8 PRP15160 – Lower Pressure Plane Transmission Line D. Provide Samples for comparison with products delivered to the Site for use on the Project. 1. Samples shall be of sufficient size and quantity to clearly illustrate the functional characteristics of the product, with integrally related parts and attachment devices. 2. Indicate the full range of color, texture, and patterns. 3. Dispose of Samples when related Work has been completed and approved, and disposal is requested by the Engineer. At Owner's option Samples will become the property of the Owner. E. Construct mock-ups for comparison with the Work being performed. 1. Construct mock-ups of the size or area indicated in the detailed Specifications. 2. Construct mock-ups complete with texture and finish to represent the finished product. 3. Protect mock-ups until Work has been completed and accepted by the Owner. 4. Dispose of mock-ups when related Work has been completed and disposal is approved by the Engineer. F. Submit Operation and Maintenance Manuals (O&M) for all equipment, mechanical devices, or components described in the Contract Documents per Section 01 78 23 “Operation and Maintenance Data.” Include copies of approved Shop Drawings in the manual. G. Submit Request for Information (RFI) in accordance with Section 01 31 13 “Project Coordination.” H. Submit a Schedule of Values and Payment Request (PR) in accordance with Section 01 29 00 “Payment Procedures.” I. Submit Progress Schedules (SCH) in accordance with Section 01 32 16 “Construction Progress Schedule.” J. Submit Certified Test Reports (CTR) from independent testing laboratories in accordance with Section 01 40 00 “Quality Requirements.” 1. Submit test reports for material fabricated for this Project with Shop Drawings for that product. 2. Submit test reports produced at the point of production for standard production products with the Record Data for that product. K. Submit a list of Suppliers and Subcontractors as Record Data in accordance with Section 01 31 13 “Project Coordination.” L. Submit Notifications by Contractor (NBC) in accordance with Section 01 31 13 “Project Coordination.” M. Submit Photographic Documentation (PD) in accordance with Section 01 32 34 “Video and Photographic Documentation.” 1.07 SUBMITTALS REQUIRED FOR THIS PROJECT A. Furnish the following Submittals: 1. Products as indicated in Section 01 33 00.01 “Table of Required Submittals.” Item 14 Submittal Procedures 01 33 00 - 9 PRP15160 – Lower Pressure Plane Transmission Line 2. When a substitution or equal product is proposed in accordance with Paragraph 1.10 of this Section. 1.08 REQUESTS FOR DEVIATION A. Submit requests for deviations from the Contract Documents for any product that does not fully comply with the Contract Documents. B. Submit request for deviations by Contract Modification Request (CMR) per Section 01 31 13 “Project Coordination.” Identify the deviations and the reason the change is requested. C. Include the amount if cost savings to the Owner for deviations that result in a reduction in cost. D. A Change Order or Field Order will be issued by the Engineer for deviations approved by the Owner. Deviations from the Contract Documents may only be approved by Change Order or Field Order. 1.09 SUBMITTALS FOR EQUAL NON SPECIFIED PRODUCTS A. The products of the listed Suppliers are to be furnished where detailed Specifications list several manufacturers but do not specifically list "or equal" or "or approved equal" products. Use of any products other than those specifically listed is a substitution and must be approved per Paragraph 1.10. B. Contractor may submit other manufacturers' products that are in full compliance with the Specifications where the detailed specifications list one or more manufacturers followed by the phase "or equal" or "or approved equal". 1. Submit Shop Drawings of adequate detail to document that the proposed product is equal or superior to the specified product. 2. Prove that the product is equal. It is not the Engineer's responsibility to prove the product is not equal. a. Indicate on a point by point basis for each specified feature that the product is equal to the Contract Document requirements. b. Make a direct comparison with the specified manufacturer's published data sheets and available information. Provide this printed material with the submittal. c. The decision of the Engineer regarding the acceptability of the proposed product is final. 3. Provide a typewritten certification that, in furnishing the proposed product as an equal, the Contractor: a. Has thoroughly examined the proposed product and has determined that it is equal or superior in all respects to the product specified. b. Has determined that the product will perform in the same manner as the specified product. c. Will provide the same warranties and/or bonds as for the product specified. Item 14 Submittal Procedures 01 33 00 - 10 PRP15160 – Lower Pressure Plane Transmission Line d. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the product into the Work and will waive all claims for additional materials or effort which may be necessary to incorporate the product into the Project. e. Will maintain or improve the delivery and installation schedule as for the specified product. 4. A modification request is not required for any product that is in complete compliance with the Contract Documents. 1.10 SUBMITTALS FOR SUBSTITUTIONS A. Substitutions are defined as any product that the Contractor proposes to provide for the Project in lieu of the specified product. B. Submit the following for consideration of approval of a Supplier or product which is not specified: 1. Contract Modification Request for deviation from the Contract Documents per Paragraph 1.08. 2. Prove that the product is acceptable as a substitute. It is not the Engineer's responsibility to prove the product is not acceptable as a substitute. a. Indicate on a point by point basis for each specified feature that the product is acceptable to meet Contract Documents requirements. b. Make a direct comparison with the specified Supplier's published data sheets and available information. Provide this printed material with the submittal. c. The decision of the Engineer regarding the acceptability of the proposed substitute product is final. 3. Provide a typewritten certification that, in making the substitution request, the Contractor: a. Has determined that the substituted product will perform in substantially the same manner and result in the same ability to meet the specified performance as the specified product. b. Will provide the same warranties and/or bonds for the substituted product as specified or as would be provided by the manufacturer of the specified product. c. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the substituted product into the Project and will waive all claims for additional Work which may be necessary to incorporate the substituted product into the Project which may subsequently become apparent. d. Will maintain the same time schedule as for the specified product. C. Pay engineering cost for review of substitutions. 1. Cost for additional review time will be billed to the Owner by the Engineer for the actual hours required for the review and marking of Shop Drawings by Engineer. Item 14 Submittal Procedures 01 33 00 - 11 PRP15160 – Lower Pressure Plane Transmission Line 2. Cost for the additional review shall be paid to the Owner by the Contractor on a monthly basis. 1.11 WARRANTIES AND GUARANTEES A. Submit warranties and guarantees required by the Contract Documents with the Shop Drawings or Record Data. B. Provide additional copies for equipment and include this additional copy in the Operation and Maintenance Manuals. Refer to Section 01 78 23 “Operation and Maintenance Data.” C. Provide a separate manual for warranties and guarantees. 1. Provide a log of all products for which warranties or guarantees are provided, and for all equipment. Index the log by Specification Section number on forms provided by the Engineer. 2. Indicate the start date, warranty or guarantee period and the date upon which the Warranty or guarantee expires for product or equipment which a warranty or guarantee is required. 3. Indicate the date for the start of the correction period specified in the General Conditions for each piece of equipment and the date on which the specified correction period expires. 4. Provide a copy of the warrantee or guarantee under a tab indexed to the log. 1.12 RESUBMISSION REQUIREMENTS A. Make all corrections or changes in the submittals required by the Engineer and resubmit until approved. B. For Shop Drawings: 1. Revise initial drawings or data and resubmit as specified for the original submittal. 2. Highlight in yellow those revisions which have been made in response to the first review by the Engineer. 3. Highlight in blue any new revisions which have been made or additional details of information that has been added since the previous review by the Engineer. C. For Samples: 1. Submit new Samples as required for the initial Sample. 2. Remove Samples which have been rejected. D. For mock ups: 1. Construct a new mock up as initially required. 2. Dispose of mock ups which have been rejected. E. Engineering cost for excessive review of Shop Drawings will be paid by the Contractor. 1. Excessive review of Shop Drawings is defined as any review required after the original review has been made and the first resubmittal has been checked to see that corrections have been made. Item 14 Submittal Procedures 01 33 00 - 12 PRP15160 – Lower Pressure Plane Transmission Line 2. Cost for additional review time will be billed to the Owner by the Engineer for the actual hours required for the review and marking of Shop Drawings by Engineer and in accordance with the rates listed in Item SC-14.02, Section 00 73 00 “Supplementary Conditions.” 3. Pay cost for the additional review to the Owner on a monthly basis as billed by the Owner. 4. Need for more than one resubmission or any other delay of obtaining Engineer's review of submittals, will not entitle the Contractor to an extension of Contract Time. All costs associated with such delays shall be at the Contractor's expense. 1.13 ENGINEER'S DUTIES A. Review the submittals and return with reasonable promptness. B. Affix stamp, indicate approval, rejection, and the need for resubmittal. C. Distribute documents END OF SECTION Item 14 Table of Required Submittals 01 33 00.01 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 33 00.01 TABLE OF REQUIRED SUBMITTALS 1.00 GENERAL 1.01 REQUIRED SUBMITTALS A. The following table lists the submittals required for each Section of the Specifications. Each Section may provide more detailed information regarding the data to be provided for each product, materials, equipment or component required by the Specifications. Provide additional documentation as required by the Contract Documents in accordance with Section 01 33 00 “Submittal Procedures” and each Section and as reasonably requested by the Owner, Construction Manager and Engineer. B. Incorporate each submittal in the Construction Schedule and indicate the date each submittal is anticipated to be submitted. Item 14 Table of Required Submittals 01 33 00.01 - 2 PRP15160 – Lower Pressure Plane 42-inch Transmission Line SUBMITTAL SCHEDULE Spec Number Description Sh o p D r a w i n g Sa m p l e Ce r t i f i e d T e s t R e p o r t Ce r t i f i c a t i o n o f L o c a l F i e l d S e r v i c e Ex t e n d e d W a r r a n t y Ex t e n d e d S e r v i c e A g r e e m e n t Ce r t i f i c a t e o f A d e q u a c y o f D e s i g n Ce r t i f i c a t i o n o f A p p l i c a t o r / S u b c o n t r a c t o r Re c o r d D a t a Op e r a t i o n a n d M a i n t e n a n c e M a n u a l s Eq u i p m e n t I n s t a l l a t i o n R e p o r t Pr o c e s s P e r f o r m a n c e B o n d 03 30 00 Cast-In-Place Concrete X X X 09 97 16 Pipeline Coatings and Linings X X X 31 05 13 Soils for Earthwork X 31 23 23.33 Flowable Fill X X 31 23 33.14 Trench Safety X 31 23 33.16 Trenching and Backfill X X 31 25 13.13 Seeding for Erosion Control X 33 05 01.02 Ductile Iron Pipe and Fittings X X X 33 05 01.05 Bar-Wrapped Concrete Cylinder Pipe Fittings X X 33 05 23.33 Pipeline Crossing X 33 10 13 Disinfecting of Water Utility Distribution X 33 11 13.13 Steel Pipe and Fittings X X 33 12 16.13 Miscellaneous Valves and Appurtenances X X 33 12 16.16 Air Release and Air and Vacuum Valves X X X 33 12 16.23 Gate Valves X X Item 14 Table of Required Submittals 01 33 00.01 - 3 PRP15160 – Lower Pressure Plane 42-inch Transmission Line END OF SECTION Item 14 Quality Requirements 01 40 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 40 00 QUALITY REQUIREMENTS 1.00 GENERAL 1.01 CONTRACTOR’S RESPONSIBILITIES A. Control the quality of the Work and verify that the Work meets the standards of quality established in the Contract Documents. 1. Inspect the Work of the Contractor, Subcontractors and Suppliers. Correct defective Work. 2. Inspect products and materials to be incorporated into the Project. Ensure that Suppliers of raw materials, parts, components, assemblies, and other products have adequate quality control system to ensure that quality products are produced. Provide only products that comply with the Contract Documents. 3. Provide and pay for the services of an approved professional materials testing laboratory acceptable to the Owner to insure that products proposed for use fully comply with the Contract Documents. 4. Provide all facilities and calibrated equipment required for quality control tests. 5. Provide consumable construction materials of adequate quality to provide a finished product that complies with the Contract Documents. 6. Perform tests as indicated in this and other sections of the Specifications. Schedule the time and sequence of testing with the Construction Manager. All quality control testing is to be observed by the Construction Manager or designated representative. 7. Maintain complete inspection and testing records at the Site and make them available to Owner, Engineer and Construction Manager. B. Provide and pay for the services of an approved professional materials testing laboratory acceptable to the Owner to insure that Work fully complies with the Contract Documents. Provide services of a testing laboratory capable of performing a full range of testing procedures complying with the standards for testing procedures specified. Provide personnel certified to perform the test required. Obtain Owners’ approval for the testing laboratory before testing is performed. C. Technical specifications govern if any requirements of this section conflicts with the requirements of the technical specifications. 1.02 QUALITY ASSURANCE ACTIVITIES BY THE OWNER A. Owner may perform its own quality assurance test independent of the Contractor’s Quality Control Program or as otherwise described in the Contract Documents. Provide labor, materials, tools, equipment, and related items for testing by the Owner including, but not limited to temporary construction required for testing and operation of new and existing utilities. Assist the Owner, Engineer, Construction Manager, and testing organizations in performing quality assurance activities. 1. Provide access to the Work and to the Supplier’s operations at all times Work is in progress. Item 14 Quality Requirements 01 40 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line 2. Cooperate fully in the performance of sampling, inspection, and testing. 3. Furnish labor and facilities to: a. Provide access to the Work to be tested. b. Obtain and handle Samples for testing at the Site or at the source of the product to be tested. c. Provide calibrated scales and measuring devices for the Owner’s use. d. Facilitate inspections and tests. e. Provide adequate lighting to allow Owner observations. f. Store and cure test Samples. 4. Furnish copies of the tests performed on materials and products. 5. Provide adequate quantities of representative product to be tested to the laboratory at the designated location. 6. Give the Construction Manager adequate notice before proceeding with Work that would interfere with testing. 7. Notify the Construction Manager and the testing laboratory prior to the time that testing is required. Lead time is to be adequate to allow arrangements to be made for testing. 8. Do not proceed with any Work until testing services have been performed and results of tests indicate that the Work is acceptable. 9. Provide complete access to the Site and make Contract Documents available. 10. Provide personnel and equipment needed to perform sampling or to assist in making the field tests. 11. Quality assurance testing performed by the Owner will be paid for by the Owner, except for verification testing performed by the Owner, which shall be paid for by the Contractor as described in Paragraph 1.06. B. Quality assurance activities of the Owner, Engineer or Construction Manager through their own forces or through contracts with materials testing laboratories and survey crews are for the purpose of monitoring the results of the Contractor’s Work to see that it is in compliance with the requirements of the Contract Documents. C. Quality assurance activities of the Owner and Engineer or non-performance of quality assurance activities: 1. Do not relieve the Contractor of its responsibility to perform Work and furnish materials and products and constructed Work conforming to the requirements of the Contract Documents. 2. Do not relieve the Contractor of its responsibility for providing adequate quality control measures. 3. Do not relieve the Contractor of its responsibility for damage to or loss of the material, product or Work before Owner’s acceptance. Item 14 Quality Requirements 01 40 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line 4. Do not constitute or imply Owner’s acceptance. 5. Do not affect the continuing rights of the Owner after Owner’s acceptance of the completed Work. D. The presence or absence of the Owner’s Resident Representative or Engineer does not relieve the Contractor from any contract requirement, nor is the Owner’s Resident Representative or Engineer authorized to change any term or condition of the Contract Documents without the Owner’s written authorization in a Field Order or Change Order. E. Failure on the part of the Owner, Engineer or Construction Manager to perform or test products or constructed Works in no way relieves the Contractor of the obligation to perform Work and furnish materials conforming to the Contract Documents. F. All materials and products are subject to Owner’s quality assurance observations or testing at any time during preparation or use. Material or products which have been tested or observed or approved by Owner at a supply source or staging area may be re-observed or re-tested by Owner before or during or after incorporation into the Work, and rejected if they do not comply with the Contract Documents. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. A written Quality Management Plan that establishes the methods of assuring compliance with the Contract Documents. Submit this program as Record Data. 2. A Statement of Qualifications for the proposed testing laboratory. The statement of qualifications is to include a list of the engineers and technical staff that will provide testing services on the Project, descriptions of the qualifications of these individuals, list of tests that can be performed, equipment used with date of last certification and a list of recent projects for which testing has been performed with references for those projects. 3. Test reports per Paragraph 1.07 of this Specification. Reports are to certify that products or constructed Works are in full compliance with the Contract Documents or indicate that they are not in compliance and describe how they are not in compliance. 4. Provide Certified Test Reports on materials or products to be incorporated into the Project. Reports are to indicate that material or products are in full compliance with the Contract Documents or indicate that they are not in compliance and describe how they are not in compliance. 1.04 STANDARDS A. Provide a testing laboratory that complies with the ACIL (American Council of Independent Laboratories) “Recommended Requirements for Independent Laboratory Qualifications.” B. Perform testing per recognized test procedures as listed in the various sections of the Specifications, standards of the State Department of Highways and Public Transportation, American Society of Testing Materials (ASTM), or other testing associations. Perform tests in accordance with published procedures for testing issued by these organizations. Item 14 Quality Requirements 01 40 00 - 4 PRP15160 – Lower Pressure Plane Transmission Line 1.05 DELIVERY AND STORAGE A. Handle and protect test specimens of products and construction materials at the Site in accordance with recognized test procedures. 1.06 VERIFICATION TESTING A. Provide verification testing when tests indicate that materials or the results of construction activities are not in conformance with Contract Documents. B. Verification testing is to be provided at the Contractor’s expense to verify products or constructed works are in compliance after corrections have been made. C. Tests must comply with recognized methods or with methods recommended by the testing laboratory and approved by the Engineer. 1.07 TEST REPORTS A. Test reports are to be prepared for all tests. 1. Tests performed by testing laboratories may be submitted on their standard test report forms. These reports must include the following: a. Name of the Owner, project title and number, equipment installer and general contractor. b. Name of the laboratory, address, and telephone number. c. Name and signature of the laboratory personnel performing the test. d. Description of the product being sampled or tested. e. Date and time of sampling, inspection, and testing. f. Date the report was issued. g. Description of the test performed. h. Weather conditions and temperature at time of test or sampling. i. Location at the Site or structure where the test was taken. j. Standard or test procedure used in making the test. k. A description of the results of the test. l. Statement of compliance or non-compliance with the Contract Documents. m. Interpretations of test results, if appropriate. 2. Submit reports on tests performed by Contractor or his suppliers or vendors on the forms provided by the Engineer. 3. Engineer will prepare test reports on test performed by the Engineer. B. Distribute copies of the test reports to the Construction Manager within 24 hours of completing the test. Flag tests reports with results that do not comply with Contract Documents for immediate attention. Hard copies of test reports are to be distributed to individuals designated at the pre-construction conference: Item 14 Quality Requirements 01 40 00 - 5 PRP15160 – Lower Pressure Plane Transmission Line Recipient No. of Copies Owner 2 Engineer 1 Construction Manager 1 Contractor 1 C. Payment for Work subject to testing may be withheld until the Contractor’s quality control test reports of the Work are submitted to the Engineer or the Owner’s Resident Representative. 1.08 NON-CONFORMING WORK A. Immediately correct any Work that does not comply with the Contract Documents or submit a written explanation of why the Work is not to be corrected immediately and when corrective action to the Work will be performed. B. Payment for non-conforming Work shall be withheld until Work is brought into compliance with the Contract Documents. 1.09 LIMITATION OF AUTHORITY OF THE TESTING LABORATORY A. The testing laboratory representatives are limited to providing consultation on the test performed and to an advisory capacity. B. The testing laboratory is not authorized to: 1. Alter the requirements of the Contract Documents. 2. Accept or reject any portion of the Work. 3. Perform any of the duties of the Contractor. 4. Stop the Work. 1.10 QUALITY CONTROL PLAN A. Submit Contractor’s Quality Control Plan that identifies personnel, procedures, control, instructions, tests, records, and forms to be used. Construction will be permitted to begin only after acceptance of the Quality Control Plan or acceptance of an interim plan applicable to the particular feature of Work to be started. Work outside of the features of Work included in an accepted interim plan will not be permitted to begin until acceptance of a Quality Control Plan or another interim plan containing the additional features of Work to be started. B. Content of the Quality Control Plan. The Quality Control Plan shall include, as a minimum, the following to address all construction operations, both on-site and off-site, including work by Subcontractors and Suppliers: 1. A description of the quality control organization, including a chart showing lines of authority and acknowledgement that the quality control staff shall implement the quality control program for all aspects of the Work specified. Item 14 Quality Requirements 01 40 00 - 6 PRP15160 – Lower Pressure Plane Transmission Line 2. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a quality control function. 3. A copy of the letter to the Quality Control Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the Quality Control Manager, including authority to stop Work which does not comply with the Contract Documents or will result in Work that does not comply with the Contract Documents. The Quality Control Manager shall issue letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities. Copies of these letters shall also be furnished to the Construction Manager. 4. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of Subcontractors and Suppliers. 5. Control, verification, and acceptance testing procedures for each specific test is to include the test name, specification paragraph requiring test, feature of Work to be tested, test frequency, person responsible for each test, applicable industry testing standards and laboratory facilities to be used for the test. 6. Procedures for tracking phases of quality control, verification, and acceptance tests including documentation. 7. Procedures for tracking construction deficiencies from identification through acceptable corrective action. Indicate how documentation of the verification process for deficiencies will be made. 8. Reporting procedures, including proposed reporting formats. 9. The name of the proposed testing laboratory along with documentation of qualifications, a list of tests that can be performed, and a list of recent projects for which similar testing has been performed with references from those projects. C. Notification of Changes. After submittal of the Quality Control Plan, the Contractor shall notify the Owner in writing of any proposed changes. D. Coordination Meeting. After the Pre-construction Meeting and before start of construction, the Contractor shall meet with the Owner, Engineer and Construction Manager to discuss the Contractor’s Quality Control Plan. The Quality Control Plan shall be submitted a minimum of 14 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the Quality Control operations, testing, administration of the system for both on- site and off-site Work, and the interrelationship of Contractor’s management and control with the Owner’s Quality Assurance. Revise the Quality Management Plan to reflect comments and recommended changes resulting from this meeting. 2.00 PRODUCTS 2.01 TESTING APPARATUS A. Furnish testing apparatus and related accessories necessary to perform the tests. 3.00 EXECUTION Item 14 Quality Requirements 01 40 00 - 7 PRP15160 – Lower Pressure Plane Transmission Line 3.01 QUALITY CONTROL PROGRAM A. Perform quality control observations and testing as required in each section of the Specifications and where indicated on the Drawings. B. Provide a quality control program that includes the following phases for each definable Work task. A definable Work task is one which is separate and distinct from other tasks, has separate control requirements, may be provided by different trades or disciplines, or may be Work by the same trade in a different environment. 1. Planning Phase: Perform the following before beginning each definable Work task: a. Review the contract drawings. b. Review submittals and determine that they are complete in accordance with the Contract Documents. c. Check to assure that all materials and/or equipment have been tested, submitted, and approved. d. Examine the work area to assure that all required preliminary Work has been completed and complies with the Contract Documents. e. Examine required materials, equipment, and sample Work to assure that they are on hand, conform to submittals, and are properly stored. f. Review requirements for quality control inspection and testing. g. Discuss procedures for controlling quality of the Work. Document construction tolerances and workmanship standards for the Work task. h. Check that the portion of the plan for the Work to be performed incorporates submittal comments. i. Discuss results of planning phase with the Construction Manager. Conduct a meeting attended by the Quality Control Manager, the Construction Manager, superintendent, other quality control personnel as applicable, and the foreman responsible for the Work task. Instruct applicable workers as to the acceptable level of workmanship required in order to meet the requirements of the Contract Documents. Document the results of the preparatory phase actions by separate meeting minutes prepared by the Quality Control Manager and attached to the quality control report. j. Do not move to the next phase unless results of investigations required for the planning phase indicate that requirements have been met. 2. Work Phase: Complete this phase after the Planning Phase: a. Notify the Construction Manager at least 24 hours in advance of beginning the Work and discuss the review of the planning effort to indicate that requirements have been met. b. Check the Work to ensure that it is in full compliance with the Contract Documents. c. Verify adequacy of controls to ensure full compliance with Contract Documents. Verify required control inspection and testing is performed. Item 14 Quality Requirements 01 40 00 - 8 PRP15160 – Lower Pressure Plane Transmission Line d. Verify that established levels of workmanship meet acceptable workmanship standards. Compare with required sample panels as appropriate. e. Repeat the Work phase for each new crew to work on-site, or any time acceptable specified quality standards are not being met. 3. Follow-up Phase: Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements: a. Make checks daily and record observations in the quality control documentation. b. Conduct follow-up checks and correct all deficiencies prior to the start of additional Work tasks that may be affected by the defective Work. Do not build upon nor conceal non-conforming Work. c. Conduct a review of the Work 1 month prior to the expiration of the correction period prescribed in the General Conditions with the Owner and Construction Manager. Correct defects as noted during the review. C. Conduct additional planning and Work phases if: 1. The quality of on-going Work is unacceptable. 2. Changes are made in applicable quality control staff, on-site production supervision or work crew. 3. Work on a task is resumed after a substantial period of inactivity. 4. Other quality problems develop. 3.02 CAST-IN-PLACE CONCRETE TESTING A. Test cast-in-place concrete in accordance with Section 03 30 53 “Miscellaneous Cast-In- Place Concrete.” 3.03 PROTECTIVE COATINGS A. Test protective coatings per Section 09 96 00 “High-Performance Coatings”. END OF SECTION Item 14 Hydrostatic Testing 01 45 16.16 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 45 16.16 HYDROSTATIC TESTING 1.00 GENERAL 1.01 WORK INCLUDED A. Perform a hydrostatic pressure test on each valved or plugged section of newly laid pipe after the pipe has been backfilled. Perform hydrostatic pressure test by raising the pressure in the pipe section to the required test pressure for the duration defined in Paragraph 2.02. B. Plugs may be installed in concrete cylinder or steel pipe at intermediate locations for the purpose of testing shorter lengths of pipe at the Contractor’s option. No additional compensation will be paid to the Contractor for testing at intermediate locations if Contractor uses this option. C. Obtain water from the Owner for filling the pipeline for the hydrostatic test. Provide the necessary piping, connection, pressure reducing and backflow prevention equipment required to conduct the test. Fill the new pipeline through a backflow prevention device. Leave the pipeline full of water upon completion of the hydrostatic test, unless internal test plugs must be removed to allow construction to continue or where pipe will gravity drain. D. Purchase water required for re-testing of the pipeline from the Owner. Water will be sold to the Contractor at published rates. 1.02 SUBMTTALS A. Submit Hydrostatic Pipe Test Reports per Section 01 33 00 “Submittal Procedures.” 1.03 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Water Works Association (AWWA): a. AWWA M9 – Concrete Pressure Pipe. b. AWWA M11 – Steel Pipe - A Guide for Design and Installation. 2.00 EXECUTION 2.01 GENERAL A. Perform hydrostatic test on bar-wrapped, concrete cylinder pipe in accordance with AWWA M9 and the Supplier’s recommendations. B. Perform hydrostatic test on steel pipe in accordance with AWWA M11 and the Supplier’s recommendations. 2.02 TEST CONDITIONS A. Test pipe at the test pressure for the duration as indicated below for the various pipe materials: Item 14 Hydrostatic Testing 01 45 16.16 - 2 PRP15160 – Lower Pressure Plane Transmission Line Pipe Type Duration (hours) Test Pressure (psi) Bar-wrapped concrete cylinder pipe 8 Equal to pipe rating Steel Pipe 8 Equal to pipe rating PVC Pipe 2 Equal to pipe rating 2.03 PROCEDURE A.Bar-Wrapped Concrete Cylinder Pipe and Steel Pipe: 1. Hydrostatically test the pipe after backfill over the test section of pipe has been completed for 7 days. Slowly fill the line with water and vent all air from the pipeline during filling. 2. Allow the pipe to stand under a slight pressure for at least 48 hours to allow the mortar lining to become saturated and/or to allow the escape of remaining air trapped in the line. Examine bulkheads, valves, manholes, flanges, and connections for leaks during this period. 3. Stop leaks before continuing with the test. 4. Measure water volume during the test if existing valves in the main line leak during the test. Measure the water volume leaking from the valve through a meter or by other means approved by the Construction Manager. Furnish all necessary equipment and include the cost for this effort in the Contract Price. 5. Expel all air from the pipe before applying the specified test pressure. Provide taps in the line to expel air from high points where air valves are not provided. These taps must be made by the pipe manufacturer and approved by the Engineer. Tightly plug the tap after tests are complete. Include the cost for these taps in the Contract Price. 2.04 EXAMINATION UNDER PRESSURE A. Inspect the pipe during the test to locate any leaks or breaks, defective joints, cracked or defective pipe, fittings, or valves. Correct defective Work identified during the pressure test. B. Correct all identified leaks even if leakage is within the parameters for permissible make up water per Paragraph 2.05. C. Test the pipe again after defective Work has been corrected. Repeat the test and correction of defective Work until satisfactory test results are obtained. 2.05 PERMISSIBLE MAKEUP WATER A. Measure make up water required for the section of pipe being tested. Makeup water is the volume of water pumped into the test section of pipe necessary to maintain the specified test pressure after the pipe has been filled with water and the air expelled. B. The maximum acceptable volume of makeup water for steel or bar-wrapped pipe installations is 10 gallons per inch of pipe diameter per mile of pipe tested per 24 hours. Calculate the maximum acceptable volume of makeup water using the following equation: Item 14 Hydrostatic Testing 01 45 16.16 - 3 PRP15160 – Lower Pressure Plane Transmission Line ��=10�� 5280 Where: Vm is the maximum acceptable volume of makeup water in gallons for 24 hours D is the nominal pipe diameter in inches L is the length of the pipe test section in feet As an example the allowable amount of makeup water for a test section of 2500 feet of 60 inch diameter pipe would be: 10 x 60 x 2500 / 5280= 284 gallons END OF SECTION Item 14 Temporary Controls 01 57 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 57 00 TEMPORARY CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. B. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. C. Provide a Storm Water Pollution Prevention Plan in accordance with TCEQ General Permit TXR150000, file required legal notices and obtain required permits prior to beginning any construction activity. D. Provide labor, materials, equipment, and incidentals necessary to prevent storm water pollution for the duration of the Project. Provide and maintain erosion and sediment control structures as required to preventive sediment and other pollutants from the Site from entering any storm water system, including open channels. Remove pollution control structures when no longer required to prevent storm water pollution. 1.02 QUALITY ASSURANCE A. Construct storm water pollution prevention measures prior to the beginning of construction and maintain these during construction until final stabilization has been achieved for the area protected. B. Plan and conduct all land-disturbing activities to minimize the area to be exposed at any one time. Minimize the time of exposure, off-site erosion, sedimentation, and adverse water quality impacts. C. Manage surface water runoff originating upgrade of an exposed area to minimize erosion and sediment loss during the period of exposure. D. Install measures to control both the velocity and rate of release so as to minimize erosion and sedimentation of the receiving water body (i.e., ditch, channel, stream) in accordance with regulatory requirements and as directed by the Owner, Construction Manager or the Engineer. E. Periodically clean out and dispose of all sediment and other pollutants as necessary to maintain the treatment capacity of each pollution control feature. Clean out and properly dispose of all sediment and other storm water pollutants at the time of completion of the Work. 1.03 SUBMITTALS A. Provide copies of notices, records and reports required by Paragraph 1.05 as Record Data in accordance with Section 01 33 00 “Submittal Procedures.” 1.04 STANDARDS A. Provide a storm water pollution prevention plan that complies with Local, State, and Federal requirements. Comply with all requirements of the Texas Commission on Environmental Quality Item 14 Temporary Controls 01 57 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line General Permit (TXR150000) for storm water discharges from construction activities under the Texas Pollutant Discharge Elimination System (TPDES) program. B. Perform Work to comply with “Best Practice” as established by the North Central Texas Council Of Governments (NCTCOG) integrated Storm Water Management (iSWM) Design Manual for Construction or the local agency of jurisdiction. 1.05 PERMITS A. Submit a copy of the Construction Site Notice to the Operator of any Municipal Separate Storm Sewer System (MS4) receiving construction site discharge prior to beginning construction activity. B. Post a copy of the Construction Site Notice at the construction site in a location where it is readily available for viewing by the general public and Local, State, and Federal authorities prior to starting construction activities and maintain the posting until completion of the construction activities. C. Maintain copies of a schedule of major construction activities, inspection reports, and revision documentation with the storm water pollution prevention plan (SWPPP) required under the TPDES General Permit (TXR150000) for Storm Water Discharges from Construction Activities for all projects. 1.06 POLLUTION CONTROL A. Prevent the contamination of soil, water or atmosphere by the discharge of noxious substances from construction operations. Provide adequate measures to prevent the creation of noxious air-borne pollutants. Prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or sewers, nor allow noxious liquids to contaminate public waterways in any manner. B. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. C. Contain chemicals in protective areas and do not dump on soil. Dispose of such materials at off- site locations in an acceptable manner. D. Excavate contaminated soil and dispose at an off-site location if contamination of the soil does occur. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil. E. Provide documentation to the Owner which states the nature and strength of the contaminant, method of disposal, and the location of the disposal site. F. Comply with local, State and Federal regulations regarding the disposal of pollutants. G. Groundwater or run-off water which has come into contact with noxious chemicals, sludge, or sludge-contaminated soil is considered contaminated. Contaminated water must not be allowed to enter streams or water courses, leave the Site in a non-contained form or enter non- contaminated areas of the Site. H. Pump contaminated water to holding ponds constructed by the Contractor for this purpose, or discharge to areas on the interior of the Site, as designated by the Engineer. Item 14 Temporary Controls 01 57 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line I. Construct temporary earthen dikes or take other precautions and measures as required to contain the contaminated water and pump to a designated storage area. J. Wash any equipment used for handling contaminated water or soil within contaminated areas three times with uncontaminated water prior to using such equipment in an uncontaminated area. Dispose of wash water used to wash such equipment as contaminated water. 1.07 EARTH CONTROL A. Remove excess soil, spoil materials and other earth not required for backfill at the time of generation within 4 weeks of completing excavation Work. Control stock pile material to eliminate interference with Contractor and Owner's operations. B. Dispose of excess earth off the Site. Pay cost for disposal unless otherwise noted. Provide written approval by the property owner for all disposal on private property, and approval by the Owner if such disposal affects the use of Site or other easements. C. Place excess excavated material and neatly spread on tracts of land on which the pipeline is being constructed and where the property owner requests such material and the Construction Manager approves. 1.08 MAINTENANCE OF WATER A. Manage water resulting from rains or ground water at the Site. Maintain trenches and excavations free of water at all times. Provide and maintain pumps as necessary to remove excess water. Direct water away from the Site to prevent damage to surrounding property. 1.09 WATER MAINTENANCE AT BORROW AREAS A. Maintain the borrow areas in a drainable condition or provide means for removal of accumulations of surface water. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials meeting regulatory requirements. 3.00 EXECUTION 3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS A. Construct temporary controls in accordance with regulatory requirements. B. Maintain controls in accordance with regulatory requirements were applicable, or in accordance with the requirements of the Contract Documents. C. Remove temporary control when no longer required, but before the Project is complete. Correct any damage or pollution that occurs as the result of removing controls before the point where they are no longer required. END OF SECTION Item 14 Execution and Closeout Requirements 01 70 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS 1.00 GENERAL 1.01 WORK INCLUDED A. Comply with requirements of the General Conditions and specified administrative procedures in closing out the Construction Contract. 1.02 SUBMITTALS A. Submit affidavits and releases on forms shown in Section 01 31 13.13 “Forms.” 1.03 SUBSTANTIAL COMPLETION A. Submit written notification that the Work or designated portion of the Work is substantially complete to the Construction Manager when the Work is considered to be substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. B. Construction Manager and Engineer shall visit the Site to observe the Work within a reasonable time after notification is received to determine the status of completion. C. Engineer shall issue notification to the Contractor that the Work is either substantially complete or that additional Work must be performed before the Project may be considered substantially complete. 1. Engineer shall notify the Contractor in writing of items that must be completed before the Project can be considered substantially complete. a. Correct the noted deficiencies in the Work. b. Issue a second written notice with a revised list of deficiencies when Work has been completed. c. Construction Manager and Engineer shall revisit the Site and the procedure shall begin again. 2. Engineer shall issue a tentative Certificate of Substantial Completion to the Owner when the Project is considered to be substantially complete. Certificate shall include a tentative list of items to be corrected before final payment. a. Owner will review and revise the list of items and notify the Engineer of any objections or other items that are to be included in the list. b. Engineer shall prepare and send to the Contractor a definite Certificate of Substantial Completion with a revised tentative list of items to be corrected or completed. c. Review the list and notify the Engineer in writing of any objections within 10 days of receipt of Certificate of Substantial Completion. 1.04 FINAL INSPECTION Item 14 Execution and Closeout Requirements 01 70 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line A. Submit written certification in the form indicated in Section 01 31 13.13 “Forms” when the Project is complete and: 1. Contract Documents have been reviewed. 2. Work has been completed in compliance with the Contract Documents. 3. Equipment and systems have been tested per Contract Documents and are fully operational. 4. Final Operations and Maintenance Manuals have been provided to the Owner and all operators training has been completed. 5. Specified spare parts and special tools have been provided. 6. Work is complete and ready for final inspection. B. Construction Manager and Engineer shall make an inspection with the Owner and appropriate regulatory agencies to determine the status of completeness within a reasonable time after the receipt of the Certificate. C. Engineer shall issue notice that the Project is complete or notify the Contractor that Work is not complete or is defective. 1. Submit the request for final payment with Closeout submittals described in Paragraph 1.07 if notified that the Project is complete and the Work is acceptable. 2. Upon receipt of notification from the Engineer that Work is incomplete or defective, take immediate steps to remedy the stated deficiencies. Send a second certification to the Engineer when Work has been completed or corrected. 3. Construction Manager and Engineer shall re-visit the Site and the procedure will begin again. 1.05 RE-INSPECTION FEES A. Pay fees to the Owner to compensate the Construction Manager and Engineer for re- inspection of the Work required by the failure of the Work to comply with the claims of status of completion made by the Contractor. B. Owner may withhold the amount of these fees from the Contractor's final payment. C. Cost for additional inspections will be billed to the Owner by the Construction Manager and Engineer for the actual hours required for the inspection and preparation of related reports in accordance with the rates in the Supplemental Conditions 1.06 CLOSEOUT SUBMITTALS TO THE ENGINEER A. Record drawings per Section 01 31 00 “Project Coordination.” B. Keys and keying schedule. C. Warranties and bonds. D. Evidence of payment or release of liens on the form indicated in Section 01 31 13.13 “Forms” and as required by the General Conditions. Item 14 Execution and Closeout Requirements 01 70 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line E. Releases from property owners of land outside the easement which were used by the Contractor. F. Consent from Surety to Final Payment. G. Equipment Installation Reports on equipment. H. Shop Drawings, Record Data, Operations and Maintenance Manuals, and other submittals as required by the Contract Documents. I. Specified spare parts and special tools. J. Certificates of Occupancy, operating certificates, or other similar releases required to allow the Owner unrestricted use of the Work and access to services and utilities. K. Evidence of final, continuing insurance, and bond coverage as required by the Contract Documents. L. Compile Equipment List on compact disc in Microsoft Excel format containing information indicated in Section 01 78 23.2.01.E Operations and Maintenance Data for all equipment included in the Contract Documents. Equipment List shall be developed using Equipment List Form provided in Section 01 31 13.13 Forms. 1.07 FINAL PAYMENT REQUEST A. Submit a preliminary final payment request. This request is to include adjustments to the Contract Amount for: 1. Approved Change Orders. 2. Allowances not previously adjusted by Change Order. 3. Unit prices. 4. Deductions for defective Work that has been accepted by the Owner. 5. Penalties and bonuses. 6. Deductions for liquidated damages. 7. Deductions for re-inspection payments per Paragraph 1.05. 8. Other adjustments. B. Engineer shall prepare a final Change Order, reflecting the approved adjustments to the Contract amount which have not been covered by previously approved Change Orders. C. Submit the final Application for Payment per the General Conditions, including the final Change Order. 1.08 TRANSFER OF UTILITIES A. Transfer utilities to the Owner when the Substantial Completion has been issued, final cleaning has been completed and the Work has been accepted by the Owner. B. Submit final meter readings for utilities and similar data as of the date the Owner occupied the Work. 1.09 WARRANTIES, BONDS, AND SERVICES AGREEMENTS Item 14 Execution and Closeout Requirements 01 70 00 - 4 PRP15160 – Lower Pressure Plane Transmission Line A. Provide warranties, bonds, and service agreements required by Section 01 33 00 “Submittal Procedures” or by the individual Sections of the Specifications. B. The date for the start of warranties, bonds, and service agreements is established per the General Conditions. C. Compile warranties, bonds, and service agreements and review these documents for compliance with the Contract Documents. 1. Each document is to be signed by the respective manufacturer, Supplier, and Subcontractor. 2. Each document is to include: a. The product or Work item description. b. The firm, with the name of the principal, address, and telephone number. c. Scope of warranty, bond or services agreement. d. Date, duration, and expiration date for each warranty bond and service agreement. e. Procedures to be followed in the event of a failure. f. Specific instances that might invalidate the warranty or bond. D. Submit two copies of each document to the Engineer for review and transmittal to the Owner. 1. Submit duplicate sets. 2. Documents are to be submitted on 8-1/2 x 11 paper, punched for a standard three-ring binder. 3. Submit each set in a commercial quality three-ring binder with a durable and cleanable plastic cover. The title "Warranties, Bonds, and Services Agreements", the Project name and the name of the Contractor are to be typed and affixed to the cover. E. Submit warranties, bonds and services agreements: 1. At the time of final completion and before final payment. 2. Within 10 days after inspection and acceptance for equipment or components placed in service during the progress of construction. 1.10 CLAIMS AND DISPUTES A. Claims and disputes must be resolved prior to recommendations of final payment. Acceptance and final payment by the Contractor will indicate that any outstanding Claims or disputed issues have been resolved to the full satisfaction of the Contractor. END OF SECTION Item 14 Operation and Maintenance Data 01 78 23 - 1 PRP15160 – Lower Pressure Plane Transmission Line 01 78 23 OPERATION AND MAINTENANCE DATA 1.00 GENERAL 1.01 WORK INCLUDED A. Prepare a complete and detailed Operation and Maintenance Manual for each type and model of equipment or product furnished and installed under this Contract. B. Prepare the manuals in the form of an instruction manual for the Owner. The manual is to be suitable for use in providing operation and maintenance instruction as required by Section 01 75 00 “Starting and Adjusting.” C. Provide complete and detailed information specifically for the products or systems provided for this Project. Include the information required to operate and maintain the product or system. D. Manuals are to be in addition to any information packed with or attached to the product when delivered. This information is to be taken from the product and provided as an attachment to the manual. 1.02 SUBMITTALS A. Submit manuals in accordance with Section 01 33 00 “Submittal Procedures.” Attach to each manual a copy of the Operation and Maintenance Manual Review Form as shown in Section 01 31 13.13 “Forms” with pertinent information completed. 1.03 GUARANTEES A. Provide copies of the manufacturer's warranties, guarantees, or service agreements in accordance with Section 01 70 00 “Execution and Closeout Requirements.” 2.00 PRODUCTS 2.01 MATERIALS A. Print manuals on heavy, first quality paper. 1. Paper shall be 8-1/2 x 11 paper. a. Reduce drawings and diagrams to 8-1/2 x 11 paper size. b. When reduction is not practical, fold drawings and place each separately in a clear, super heavy weight, top loading polypropylene sheet protector designed for ring binder use. Provide a typed identification label on each sheet protector. 2. Punch paper for standard three-ring binders. B. Place manuals in Wilson Jones 385 Line D-Ring Dubllock Presentation Binders. 1. Binders are to have clear front, back, and spine covers. 2. Sheet lifters are to be provided. 3. Minimum size is 2-inch capacity. Maximum size is 3-inch capacity. Item 14 Operation and Maintenance Data 01 78 23 - 2 PRP15160 – Lower Pressure Plane Transmission Line C. Provide tab indexes for each section of the manual. 1. Indexes are to be constructed of heavy-duty paper with a reinforced binding edge and punched with 9/32-inch holes to fit the binders. 2. Index is to have clear insertable tabs for a typed insert. D. Provide indexed PDF version of manual on a CD. E. Provide an Equipment List using Equipment List form, Section 01 31 13.13 Forms, on compact disc in Microsoft Excel format which includes all information required by Paragraph 3.03. 3.00 EXECUTION 3.01 MANUAL ORGANIZATION AND CONTENTS A. Provide a Table of Contents listing each section of the manual for each product or system. 1. Identify each product or system using the nomenclature shown in the Contract Documents. 2. Assign a number and letter to each section in the manual. a. Assign a number to each product or system. The number is to correspond to the Owner's equipment numbering system or other system designated by the Engineer. b. A cross reference is to be provided for the Owner's numbering system and designations for equipment indicated in the Contract Documents. c. The letter assigned will represent the part of the manual, consistent with the manual contents as required by Paragraph 3.02, 3.03, and 3.04. 3. Provide index tabs for each section in the manual. 4. The designation on each index tab is to correspond to the number and letter assigned in the Table of Contents. B. Include only the information that pertains to the product described. Annotate each sheet to: 1. Clearly identify the specific product or component installed. 2. Clearly identify the data applicable to the installation. 3. Delete reference to inapplicable information. C. Supplement manual information with drawings as necessary to clearly illustrate relations of component parts of equipment and systems, and control and flow diagrams. D. Identify each manual by placing a printed cover sheet in the front cover of the binder and as the first page in the manual. The first page is to be placed in a clear polypropylene sheet protector. The information on first page and the cover page are to include: 1. Name of Owner. 2. Project name. 3. Volume number. Item 14 Operation and Maintenance Data 01 78 23 - 3 PRP15160 – Lower Pressure Plane Transmission Line 4. The Table of Contents for that volume. E. Insert the Table of Contents into the spine of each manual. F. Manuals for several products or systems may be provided in the same binder. 1. Sections for each product or system must be included in the same binder. 2. Sections must be in numerical order from volume to volume. G. Correlate the data into related groups when multiple binders are used. H. Fill binders to only three/fourths of its indicated capacity to allow for addition of materials to each binder by the Owner. 3.02 EQUIPMENT AND SYSTEMS MANUAL CONTENT A. Manual shall provide the following information: 1. A description of the unit and component parts. 2. Operating instructions for startup, normal operations, regulation, control, shutdown, emergency conditions, and limiting operating conditions. 3. Maintenance instructions including assembly, installation, alignment, adjustment, and checking instructions. 4. Lubrication schedule and lubrication procedures. Include a cross reference for recommended lubrication products. 5. Troubleshooting guide. 6. Schedule of routine maintenance requirements. 7. Description of sequence of operation by the control manufacturer. 8. Warnings for detrimental maintenance practices. 9. Parts lists including: a. Outline cross-section and assembly drawings, engineering data, test data, and performance curves. b. Control schematics and point to point wiring diagrams prepared for field installation, including circuit directories of panel boards and terminal strips. c. Other information as may be required by the individual sections of the Specifications. 3.03 EQUIPMENT LIST A. Provide Equipment List Form, Section 01 31 13.13 Forms, on compact disc in Microsoft Excel format containing the following information for all equipment included in the Contract Documents. 1. Equipment Number complying with Owner’s Labeling Standard referenced in Paragraph 3.05. 2. Description of Equipment including type, location, model number and serial number. Item 14 Operation and Maintenance Data 01 78 23 - 4 PRP15160 – Lower Pressure Plane Transmission Line 3. Routine Maintenance: a. Lubrication Schedule. b. Maintenance Schedule. 4. Warranty Period start and end dates. 3.04 LIST OF SERVICE ORGANIZATIONS A. Provide a directory of authorized service organizations with company name, address, telephone number, and the contact person for warranty repair. END OF SECTION Item 14 LOWER PRESSURE PLANE PIPELINE 2016-67-B DIVISION 03 CONCRETE Item 14 Miscellaneous Cast-In-Place Concrete 03 30 53 - 1 PRP15160 – Lower Pressure Plane Transmission Line 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment, and incidentals necessary to place and mix concrete, consisting of portland cement, fine aggregate, coarse aggregate, admixtures, and water in the proper proportions as specified hereinafter. Reinforced concrete shall have a minimum strength of 3500 psi at 28 days; concrete for blocking, cradle, or encasement shall have a minimum strength of 2000 psi at 28 days. 1.02 QUALITY ASSURANCE A. Design Criteria; Concrete Proportions and Consistency: 1. Concrete shall be proportioned to give the necessary workability and strength and shall conform to the following governing requirements: Class Min. 28 Day Compressive Strength-psi Min. Cement Bags Per Cu. Yd. Max. Size of Coarse Aggregate Max. Water Gals. Per Bag Slump (Inches)Use A 3500 5.5 1-1/2”5.50 4-6 Manholes B 2000 4.0 1-1/2”7.0 4 Blocking etc. * Slump with HRWR shall be 6-9 inches. 2. In no case shall the amount of coarse material be such as to produce harshness in placing and honeycombing in the structure when forms are removed. The proportions of fine and coarse aggregate shall be such that the requirements of the following table are complied with: Ratio of Coarse Aggregate to Fine Aggregate on Basis of Dry and Rodded Volumes Maximum Size of Coarse Aggregate Minimum Maximum 1” and Over 1.0 2.0 B. Factory Testing: The Contractor shall be responsible for the design of the concrete. A trial mix shall be designed by an independent testing laboratory, retained by the Contractor and approved by the Owner. The testing laboratory shall submit verification that the materials and proportions of the trial mix design meets the requirement of the Specifications. In lieu of trial mix design, the Contractor may submit a mix design used successfully in previous similar work, for similar materials for approval by Engineer. The Contractor shall not make changes in materials, either gradation, source, or brand, or proportions of the mixture after having been approved, except by specific approval of the Engineer. C. Class A and B Concrete: The Contractor may submit a mix design used successfully in previous similar work, for similar materials for approval by Engineer. The Contractor shall Item 14 Miscellaneous Cast-In-Place Concrete 03 30 53 - 2 PRP15160 – Lower Pressure Plane Transmission Line not make changes in materials, either gradation, source, or brand, or proportions of the mixture after having been approved, except by specific approval of the Engineer. D. Owner Testing: It is the responsibility of the Contractor to achieve and maintain the quality of concrete required by this Section. However, the Owner may, at his option and at his expense, secure the services of an independent testing laboratory to verify the quality of the concrete. The Owner shall have the right to require additional testing, strengthening, or replacement of concrete which has failed to meet the minimum requirements of this Section. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Shop Drawings for: a. Trial mix design. b. Manufacturer’s literature on “approved equal” materials. 2. Certified Test Reports for: a. Materials used in the trial mix design. b. 7-day and 28-day compressive strength tests results for Class A and B concrete. 3. Record Data of manufacturer’s literature on specified materials. 2.00 PRODUCTS 2.01 MATERIALS A. Cement: Portland cement conforming to the Specifications and tests for Type II Portland Cement as designated in ASTM C150. B. Fine Aggregate: Fine aggregate consisting of natural, washed and screened sand having clean, hard, strong, durable, uncoated grains complying with the requirements for ASTM C33. The sand shall generally be of such size that all will pass a 3/8-inch sieve, at least 95 percent pass a 1/4-inch screen and at least 80 percent pass a No. 8 sieve. Aggregate shall not contain strong alkali, or organic material which gives a color darker than the standard color when tested in accordance with ASTM C40. C. Coarse Aggregate: Evenly graded and consisting of sound, washed and screened gravel, free of clay balls, or clean, crushed stone, having clean, hard, strong, durable, uncoated particles free from dust, clay balls, injurious amounts of soft, friable, thin, elongated, or laminated pieces, alkali, organic, or other deleterious matter. Coarse aggregates shall comply with ASTM C33, Size 467. D. Reinforcing Steel: New billet steel, deformed bars, conforming to ASTM A615, Grade 60. E. Admixtures: Concrete of 3000 psi or stronger shall contain air-entraining admixtures and when job conditions require, water reducing and set controlling admixtures may be used. Only admixtures specified herein may be used. Item 14 Miscellaneous Cast-In-Place Concrete 03 30 53 - 3 PRP15160 – Lower Pressure Plane Transmission Line 1. Air-Entraining Admixture: Comply with ASTM C260. The total average air content shall be in accordance with recommendations ACI 211.1; 4.5 percent + 1.0 percent for 1-1/2- inch maximum size aggregate. 2. Water Reducing Admixture: Comply with ASTM C494, Types A and D only. Accurately measure and add to the mix in accordance with the manufacturer’s recommendations. 3. Set Retarding Admixtures: Retarding agents may be used if approved by the Engineer. Comply with ASTM C494, Types B and D only. Accurately measure and add to the mix in accordance with the manufacturer’s recommendations. F. Water: Water for concrete shall be clean and free from oil, acid, alkali, organic matter or other harmful impurities. Water which is suitable for drinking or for ordinary household use will be acceptable for concrete. Where available, water shall be obtained from mains of a waterworks system. G. Expansion Joints: Bituminous type preformed expansion joint filler complying with ASTM D994, in the thickness specified. H. Expansion Joint Sealant: Two component non-sag polysulfide base elastomeric sealing compound conforming to Fed. Spec. TT-S-00227E, Type II, Class B. 2.02 MIXES A. In the determination of the amount of water required for mix, consideration shall be given to the moisture content of the aggregate. The net amount of water in the mix will be the amount added at the mixer; plus the free water in the aggregate; and minus the absorption of the aggregate, based on a 30 minute absorption period. No water allowance shall be made for evaporation after batching. B. The methods of measurement of materials shall be such that the proportions of water to cement can be closely controlled during the progress of the Work and easily checked at any time by the Engineer or his representative. To avoid unnecessary or haphazard changes in consistency, the aggregate shall be obtained from sources which will insure a uniform quality and grading during any single day’s operation and they shall be delivered to the Work and handled in such a manner that the variation in moisture content will not interfere with the steady production of concrete of reasonable degree of uniformity. Sources of supply shall be approved by the Owner’s representative. C. All material shall be separately and accurately measured. Measurement may be made by weight or by volume, as may be elected by the Contractor; however, all equipment for measurement of materials shall be subject to approval by the Owner’s representative. D. The proportions of the mix shall be such as to produce concrete that can be puddled readily into the corners and angles of the forms and around the reinforcing without excessive spading or vibrating, and without segregation or undue accumulation of water or laitance on the surface. 2.03 FORM TIES A. Metal form ties shall be used to hold forms in place and to provide easy metal removal. The use of wire for ties shall not be permitted. Item 14 Miscellaneous Cast-In-Place Concrete 03 30 53 - 4 PRP15160 – Lower Pressure Plane Transmission Line B. Leave no metal or other material within 1-1/2 inches of the surface, when removing form tie assemblies which are used inside the forms to hold the forms in correct alignment. The assembly shall provide cone-shaped depressions in the concrete surface at least 1 inch in diameter and a 1-1/2 inches deep to allow filling and patching. Such devices, when removed, shall leave a smooth depression in the concrete surface without undue injury to the surface from chipping or spalling. C. Burning off rods, bolts, or ties shall not be permitted. D. Metal ties shall be held in place by devices attached to wales. Each device shall be capable of developing the strength of the tie. E. Metal and wooden spreaders which are separate from the forms shall be wired to top of form and shall be entirely removed as the concrete is placed. F. In the construction of basement or water bearing walls, the portion of a single rod tie that is to remain in the concrete shall be provided with a tightly fitted washer at midpoint to control seepage. Multi-rod ties do not require washers. The use of form ties which are tapered on encased in paper or other material to allow the removal of complete tie, and which leave a hole through the concrete structure, shall not be permitted. 2.04 PVC WATERSTOPS A. Joints with waterstops shall be made with a polyvinylchloride waterstop incorporating galvanized steel wire along both edges; Paul Murphy Plastics Company’s Wirestop, 6 inches wide; Wirestop Type FR-6380, for construction joints. Expansion joints shall have a 9-inch wide, 3/8-inch thick, center bulb; Wirestop Type ACR-9380 (Special Profile); extruded PCV in the size and type specified; conforming to the U.S. Army Corps of Engineers’ Waterstop Specification CRD-C572-74. 3.00 EXECUTION 3.01 PREPARATION; ALUMINUM AND STEEL ITEMS A. Where aluminum anchors, aluminum shapes, or aluminum electrical conduits are embedded in concrete, contact surfaces shall be painted with zinc chromate primer. The paint shall be allowed to thoroughly dry before the aluminum is placed in contact with the concrete. B. Aluminum surfaces to be placed in contact with concrete, wood, or masonry construction, except where the aluminum is to be embedded in concrete, shall be given a heavy coat of an alkali resistant paint before installation. The paint shall be applied as it is received from the manufacturer without the addition of any thinner. C. Steel or other ferrous metal to be mounted on or placed in contact with dry/cured concrete such as piping, access manholes, electrical switchgear, etc., shall have contact surfaces coated with bituminous paint in accordance with previous paragraph. 3.02 INSTALLATION; PLACING CONCRETE A. Remove mill scale before placing reinforcing steel and keep bars clean until concrete is placed. Place the steel in the forms as specified and maintain in place. Item 14 Miscellaneous Cast-In-Place Concrete 03 30 53 - 5 PRP15160 – Lower Pressure Plane Transmission Line B. Give the Owner’s representative sufficient advance notice before starting to place concrete in any unit of the structure to permit inspection of the forms, the reinforcing steel placement, and preparation for pouring. Unless authorized by the Owner’s representative, no concrete shall be placed in any unit prior to the completion of the formwork and the placement of the reinforcement for that unit. C. The sequence of placing concrete shall be as provided in the Contract Documents. Conduct the operation of depositing and compacting the concrete so as to form a compact, dense, impervious mass of uniform texture, which will show smooth faces on surfaces. Regulate the placing so that the pressures caused by the plastic concrete shall not exceed the loads used in the design of forms. 3.03 CURING CONCRETE A. Careful attention shall be given by the Contractor to the proper curing of the concrete. The curing methods shall use sheet materials conforming to ASTM C171 or membrane curing compound conforming to ASTM C309. Membrane curing is not permitted on surfaces to be rubbed or on surfaces on which additional concrete or mortar is to be applied. B. Unless the curing method is otherwise noted or specified, the curing method shall be selected by the Contractor and submitted to the Owner’s representative for approval. 3.04 SCHEDULES; FINISHING A. Exterior exposed surfaces shall be given a smooth finish. END OF SECTION Item 14 Precast Concrete 03 40 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 03 40 00 PRECAST CONCRETE MANHOLES 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install precast concrete manholes. 1.02 QUALITY ASSURANCE A. Acceptable Manufacturers: Precast concrete products meeting the requirements of the Contract Documents as manufactured by the following companies: 1. American Industrial PreCast Products, Inc., Alvarado, Texas. 2. Brooks Products, Arlington, Texas. 3. Dalworth Quickset Co. 4. Texas Industries, Inc., Dallas, Texas. 5. Hanson Pipe & Precast. B. Design Criteria: Concrete for precast concrete shall be the manufacturer's standard mix for obtaining a minimum 28 day compressive strength of 4000 psi. Concrete shall be air entrained. C. Certification: Submit concrete design mix along with the test results for concrete made from the mix, as prepared by an independent testing laboratory approved by the Engineer. 1.03 SUBMITTALS A. A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Manufacturer's Product Data sheets. 2. Concrete mix and test results. 3. Product Data on rings for manhole cover. 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society of Testing and Materials (ASTM): American Society of Testing and Materials (ASTM) ASTM A48 Gray Iron Castings ASTM C443 Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets ASTM C478 Precast Reinforced Concrete Manhole Sections Item 14 Precast Concrete 03 40 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line American Society of Testing and Materials (ASTM) ASTM C923 Resilient Connectors between Reinforced Concrete Manhole Structures and Pipes 2. Texas Department of Public Health (TDPH): a.Construction Standards for On Site Sewage Facilities. 1.05 DELIVERY AND STORAGE A. Ship precast concrete products to the Site, unload and handle in a manner to prevent damage. Promptly remove any unit which is damaged from the Site and replace with an undamaged unit. 2.00 PRODUCTS 2.01 MATERIALS A. Cement: Portland cement conforming to ASTM C150, Type I or III. B. Reinforcement: New billet steel conforming to ASTM A615, Grade 60. C. Aggregate: Aggregate free of deleterious substances conforming to ASTM C33; or ASTM C330 for light weight aggregate. D. Cast Iron Castings: Castings shall be gray cast iron conforming to ASTM A48, Class 30 for cast iron. E. Manhole Steps: Unless specifically approved by the Owner, manhole steps shall not be provided. 2.02 MANUFACTURED PRODUCTS A. Precast Concrete Manholes 1. Pipe Sections: Pipe sections shall conform to current specifications for Precast Reinforced Manhole Sections, ASTM C478, with the following additions: a. Pipe shall be machine made by a process which will provide for uniform placement of zero slump concrete in the form and compaction by mechanical devices which will assure a dense concrete in the finished product. b. Aggregates for the concrete shall consist of limestone aggregates in the proportion of at least 75 percent by weight of the total aggregates. c. Minimum wall thickness for the manhole risers shall be as listed under Wall “B” in the “Class Tables” of ASTM C76 for Class III pipe. d. Reinforced Concrete pipe conforming to ASTM C76, Class III, Wall “B” may be used in lieu of C478 type pipe, at the Contractor’s option. 2. Joints: Joints shall conform to the joint specifications in ASTM C478, ASTM C76, and ASTM C443. All manhole sections, including the bottom section, shall be furnished with “O-ring” type rubber gasket joints. The joints shall be furnished and installed with the bell down to resist groundwater infiltration. All joints shall be sealed with mortar or an Item 14 Precast Concrete 03 40 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line approved non-shrink grout on the inside and the outside of the manhole. Grade rings shall be mortared to each other and on the inside and outside to provide a waterproof seal. 3. Lift Holes: Manhole cones may have two lift holes, 180 degrees apart, 2 to 3 inches in diameter; holes shall be cast or drilled in the wall of each section for the purpose of handling and installing. These holes shall be patched full depth with high strength non- shrink grout after the manhole has been installed. 4. Manhole Cover: Manhole cover shall be as manufactured by CertianTeed Pamrex. Covers for traffic-rated manholes shall not weigh more than 300 pounds. Type “A” manhole covers shall be as detailed in the Drawings. 3.00 EXECUTION 3.01 INSTALLATION A. The manhole riser shall be set in a vertical, plumb position. O-ring rubber gasket joints shall be made in accordance with ASTM C443. Mortar or non-shrink grout shall be placed on the inside and outside of the joints after the pipe sections are in place. END OF SECTION Item 14 LOWER PRESSURE PLANE PIPELINE 2016-67-B DIVISION 09 FINISHES Item 14 High-Performance Coatings 09 96 00 - 1 PRP15160 – Lower Pressure Plane Transmission Line 09 96 00 HIGH PERFORMANCE COATINGS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment, and incidentals necessary to apply protective coatings to material and equipment as specified herein, including the preparation of surfaces prior to application of coatings. 1.02 ABBREVIATIONS A. The following abbreviations are used in this Section: Abbreviations ANSI American National Standards Institute AWWA American Water Works Association FRP Fiberglass Reinforced Plastic MDFT Minimum Dry Film Thickness MDFTPC Minimum Dry Film Thickness Per Coat mil Thousandths of an Inch MIL-P Military Specification - Paint OSHA Occupational Safety and Health Act PSDS Paint System Data Sheet SFPG Square Feet Per Gallon SFPGPC Square Feet Per Gallon Per Coat SP Surface Preparation SSPC Steel Structures Painting Council 1.03 SUBMITTALS A. Product Data: Furnish the following Data Sheets: 1. For each paint system used herein, furnish a Paint System Data Sheet (PSDS), Technical Data Sheets, and paint colors available (where applicable) for each product used in the paint system, except for products applied by equipment manufacturers. A sample PSDS form is appended at the end of this Section. 2. The required information shall be submitted on a system-by-system basis. 3. The Coatings Contractor shall also provide copies of the paint system submittals to the coating applicator. 4. Indiscriminate submittal of manufacturer's literature only is not acceptable. B. Where ANSI/NSF Standard 60 and 61 approval is required, submit ANSI/NSF certification letter for each coating in the system indicating product application limits on size of tank or Item 14 High-Performance Coatings 09 96 00 - 2 PRP15160 – Lower Pressure Plane Transmission Line piping, dry film thickness, number of coats, specific product tested, colors certified, and approved additives. C. Provide TCLP test data for lead and other regulated heavy metals in non-recyclable, slag type abrasive blast media to be used on the Project. Acceptable abrasive test data shall indicate the abrasive manufacturer, location of manufacture, and media gradation and type. Surface preparation will not be permitted to begin until acceptable test data has been submitted. D. Colors charts of each paint system. E. Quality Control Submittals: Furnish the following: 1. Applicator's Experience: List of references substantiating the requirements as specified. 2. Factory Applied Coatings: Manufacturer's certification stating factory applied coating systems meets or exceeds requirements specified herein. 3. If the manufacturer of finish coating differs from that of shop primer, provide both manufacturers’ written confirmation that materials are compatible. 1.04 QUALITY ASSURANCE A. The paint manufacturer shall provide a representative to visit the jobsite at intervals during surface preparation and painting as may be required for product application quality assurance, and to determine compliance with manufacturer's instructions and the Contract Documents, and as may be necessary to resolve field problems attributable to, or associated with, the manufacturer's products furnished under this Contract. B. Applicator's Experience: Minimum of 5 years practical experience in application of specified products. Submit a list of recent projects and names of references for those projects. The Engineer will waive the requirement for 5 years’ experience, when at the discretion of the Engineer, the applicators’ experience and capabilities meet the intent of the experience requirement. C. Continuity of Contractor: Coatings Contractor's Site supervisor shall be coordinated with the Engineer. Any replacement of the supervisor on site will require notification of Engineer 72 hours in advance, and will be subject to approval by the Owner. D. Inspection: 1. Inspect and provide substrate surfaces prepared in accordance with the Contract Documents and the printed directions and recommendations of paint manufacturer whose product is to be applied. 2. Provide Engineer minimum 3 days' advance notice prior to start of surface preparation work or coating application work. 3. Perform work only in the presence of Engineer, unless Engineer grants prior approval to perform such work in Engineer’s absence. Approval to perform work in the Engineer’s absence is limited to the current day unless specifically noted to extend beyond the completion of the work day. Item 14 High-Performance Coatings 09 96 00 - 3 PRP15160 – Lower Pressure Plane Transmission Line 4. Inspection by the Engineer, or the waiver of inspection of any particular portion of the Work, shall not be construed to relieve the Coatings Contractor of responsibility to perform the Work in accordance with the Contract Documents. 1.05 PAINT DELIVERY, STORAGE, AND HANDLING A. Deliver paint to the Site in unopened containers that plainly show, at the time of use, the designated name, manufacturer date, color, and name of manufacturer. B. Store paints in a suitable protected area that is heated or cooled as required to maintain temperatures within the range recommended by the paint manufacturer. C. Shipping: 1. Where precoated items are to be shipped to the jobsite, protect coating from damage. Batten coated items to prevent abrasion. 2. Use nonmetallic or padded slings and straps in handling. 3. Items will be rejected for excessive damage. 1.06 WARRANTY A. The Coatings Contractor and coating manufacturer shall jointly and severally warrant to the Owner and guarantee the Work under this Section against defective workmanship and materials for a period of 2 years commencing on the date of final acceptance of the Work. B. A warranty inspection shall be conducted 1 month prior to expiration of the warranty period. Any defective Work discovered at this date shall be corrected by the Coatings Contractor in accordance with the Contract Documents at no additional cost to the Owner. Other corrective measures may be required during the 2 year warranty period. 1.07 PAINT AND COATINGS MANUFACTURERS A. A manufacturer letter code as follows will be found following the generic descriptions of materials outlined in this Section. Address is that of the general offices. Contact these offices for information regarding the location of representative nearest the project site. B. Manufacturer Code A – Coatings manufacturers (able to supply most heavy-duty industrial coatings and architectural paints): 1. Ameron Protective Coatings, Brea, CA. 2. Carboline Coatings Company, St. Louis, MO. 3. ICI Devoe Coatings Company, Louisville, KY. 4. Dupont Chemical Co., Wilmington, DE. 5. International Coatings, Louisville, KY. 6. Sherwin Williams, Cleveland, OH. 7. Tnemec Coatings, Kansas City, MO. 8. Wasser Coatings, Seattle, WA. C. Manufacturer Code E – Fusion bonded coating applicators: Item 14 High-Performance Coatings 09 96 00 - 4 PRP15160 – Lower Pressure Plane Transmission Line 1. 3M Co., St Paul, MN. 2.00 PRODUCTS 2.01 PAINT MATERIALS A. Products shall meet federal, state, and local requirements limiting the emission of volatile organic compounds. Specific information may be secured through the local office of the Air Pollution Control Officer. B. Materials Including Primer and Finish Coats: Produced by same paint manufacturer. C. Thinners, Cleaners, Driers, and Other Additives: As recommended by paint manufacturer of the particular coating. Where coatings are required to meet ANSI/NSF Standard 60 and 61, addition of thinners, driers, and other paint additives not approved under the ANSI/NSF certification letter will not be permitted without written approval from the Engineer. D. Paint products are listed according to their approximate order of appearance in the paint systems. The letter designating the manufacturer code refers to the codes in Paragraph 1.07. Product Definition Polyamide Epoxy, High Solids Polyamide or polyamine cured epoxy, capable of 4 to 8 MDFT per coat, percent of volume solids 70% minimum, suitable for immersion or buried service. MANUFACTURER CODE: A Moisture Cured Zinc Primer Single component, moisture cured urethane based, 12 lbs. metallic zinc content per gallon minimum, unlimited recoat period. MANUFACTURER CODE: A Moisture Cure Urethane Single component, moisture cured urethane intermediate and top coat, suitable for high humidity and condensation, unlimited recoat period. MANUFACTURER CODE: A Inorganic Zinc Primer Solvent or water based, 14 lbs. metallic zinc content per gallon minimum; follow manufacturer's recommendation for top coating. MANUFACTURER CODE: A Polyurethane Enamel Two-component, aliphatic or acrylic based polyurethane; high gloss finish, high build. MANUFACTURER CODE: A Rust-Inhibitive Primer Single-package steel primers with anti-corrosive pigment loading; may be alkyd, vinyl, epoxy ester, chlorinated rubber. MANUFACTURER CODE: A Alkyd Enamel Optimum quality, gloss finish, medium long oil. MANUFACTURER CODE: A Item 14 High-Performance Coatings 09 96 00 - 5 PRP15160 – Lower Pressure Plane Transmission Line Product Definition Wash Primer Vinyl butyral acid MANUFACTURER CODE: A Polyurethane Self-priming, plural component, 100 percent solids, non-extended polyurethane, suitable for burial or immersion, and shall be one of the approved products as specified in Section 09 97 16 “Pipeline Coatings and Linings.” Fusion Bonded Coating 100% solids, thermosetting, fusion bonded, dry powder epoxy or polyurethane resin, suitable for this intended service. MANUFACTURER CODE: E 2.02 COLORS A. Provide as selected by the Owner or Engineer. Provide custom color if required to match this color when coatings provided by another manufacturer. B. Formulated with colorants free of lead, lead compounds, or other materials which might be affected by the presence of hydrogen sulfide or other gas likely to be present at the Project. C. Proprietary identification of colors is for identification only. Any authorized manufacturer may supply matches. D. Equipment Colors: 1. Equipment shall be meant to include the machinery or vessel itself plus the structural supports and fasteners and attached electrical conduits. 2. Paint non-submerged portions of equipment in the same color as the process piping it serves, except as itemized below: Non-Submerged Portions Color Dangerous parts of equipment and machinery OSHA Orange Fire protection equipment and Apparatus OSHA Red Radiation hazards OSHA Purple Physical hazards in normal operating area OSHA Yellow 3. Fiberglass reinforced plastic (FRP) equipment with an integral colored gel coat does not require painting, provided the color is as specified. 2.03 INSPECTION TEST EQUIPMENT A. Provide a magnetic type or electronic dry film thickness gauge to test coating thickness specified in mils, as manufactured by: 1. Nordson Corp., Anaheim, CA, Mikrotest. 2. DeFelsko Corp., Anaheim, CA, Positector. Item 14 High-Performance Coatings 09 96 00 - 6 PRP15160 – Lower Pressure Plane Transmission Line 3. Or equal. B. Provide an electrical holiday detector, low voltage, wet sponge type to test finish coatings less than 20 mils in thickness, except zinc primer, high-build elastomeric coatings, and galvanizing, for holidays and discontinuities as manufactured by: 1. Tinker and Razor, San Gabriel, CA, Model M-1. 2. Or equal. C. Provide an electrical holiday detector, high voltage, pulse type to test elastomeric coatings and coating systems in excess of 20 mils dry film thickness, except zinc primer, for holidays and discontinuities as manufactured by: 1. Tinker and Razor, San Gabriel, CA, Model AP-W. 2. D. E. Stearns Company, Shreveport, LA, Model 14/20. 3. Elcometer, Rochester Hills, Michigan. 4. Or equal. 3.00 EXECUTION 3.01 GENERAL A. The intention of this Section is for all new, interior and exterior metal, and submerged metal surfaces be painted, whether specifically mentioned or not, except as modified herein. Concealed structural steel surfaces shall receive prime coat only unless modified herein. B. Surface preparation and coating application shall be in conformance with the Specifications and the coating manufacturer’s written product data sheets and written recommendations of the manufacturer’s technical representative. Where conflicts occur between the manufacturer’s recommendations and the Specifications, the more stringent of the two shall apply unless approved by the Engineer. C. For coatings subject to immersion, obtain full cure for completed system. Consult coatings manufacturer's written instructions for these requirements. Do not immerse coating for any purpose until completion of curing cycle. 3.02 REGULATORY REQUIREMENTS A. Meet federal, state, and local requirements limiting the emission of volatile organic compounds and worker exposures. B. Protect workers and comply with applicable federal, state, and local air pollution and environmental regulations for surface preparation, blast cleaning, disposition of spent aggregate and debris, coating application and dust prevention including, but not limited to the following Acts, Regulations, Standards, and Guidelines: 1. Clean Air Act. 2. National Ambient Air Quality Standard. 3. Resource Conservation and Recovery Act (RCRA). C. Comply with applicable federal, state, and local regulations for confined space entry. Item 14 High-Performance Coatings 09 96 00 - 7 PRP15160 – Lower Pressure Plane Transmission Line D. Provide and operate equipment that meets explosion proof requirements. 3.03 ENVIRONMENTAL CONDITIONS A. Do not perform abrasive blast cleaning whenever the relative humidity exceeds 85 percent, whenever surface temperature is less than 5 degrees F above the dew point of the ambient air. B. Surface preparation power tools and blast equipment shall contain dust collection equipment that will prevent discharge of dust particles into the atmosphere when surface preparation work is located within enclosures or confined areas with electrical equipment, motors, instrumentation, or other equipment that may be damaged by airborne dust and particles. C. Do not apply paint when: 1. Surface temperatures exceeds the maximum or minimum temperature recommended by the paint manufacturer, 2. In dust, smoke-laden atmosphere, damp or humid weather, or under conditions which could cause icing on the metal surface. 3. When it is expected that surface temperatures will drop below 5 degrees F above dew point within 8 hours after application of coating. 3.04 DEHUMIDIFICATION A. Where weather conditions or Project requirements dictate, Coatings Contractor shall provide and operate dehumidification equipment to maintain environmental conditions suitable for abrasive blasting and coating application as specified. B. Coatings Contractor shall provide dehumidification equipment sized to maintain dew point temperature 5 degrees F or more below surface temperature of metal surfaces to be cleaned and painted. C. Cleaned metal surfaces shall be prevented from flash rusting throughout the Project duration, condensation or icing shall be prevented throughout surface preparation and coating application. D. Equipment size and power requirements shall be designed by personnel trained in the operation and setup of dehumidification equipment based on Project requirements and anticipated weather conditions. E. Dehumidification equipment shall operate 24 hours per day and continuously throughout surface preparation and coating application. F. Coatings Contractor to provide personnel properly trained in the operation and maintenance of the dehumidification equipment or provided training by the dehumidification equipment Supplier. G. Daily maintenance requirements of the equipment shall be documented in writing and posted near the equipment for review by the Engineer. Item 14 High-Performance Coatings 09 96 00 - 8 PRP15160 – Lower Pressure Plane Transmission Line H. Reblasting of flash rusted metal surfaces or removal of damaged coatings, as a result of equipment malfunction, shutdown, or other events that result in the loss of environmental control, will be at the sole expense of the Coatings Contractor. 3.05 VENTILATION AND ILLUMINATION A. Adequate illumination shall be provided while work is in progress. Whenever required by the inspector, the Coatings Contractor shall provide additional illumination and necessary supports to cover all areas to be inspected. The level of illumination for inspection purposes shall be determined by the inspector. B. Ventilation shall be used to control potential dust and hazardous conditions within confined areas. Ventilation flow rates shall be in accordance with OSHA regulations and as required to reduce air contamination to nonhazardous conditions. 3.06 SURFACES NOT REQUIRING PAINTING A. Unless otherwise stated herein or shown, the following areas or items will not require painting: 1. Concrete and masonry surfaces. 2. Nonferrous and corrosion-resistant ferrous alloys such as copper, bronze, monel, aluminum, chromium plate, atmospherically exposed weathering steel, and stainless steel, except where: a. Required for electrical insulation between dissimilar metals. b. Aluminum and stainless steel are embedded in concrete or masonry, or aluminum is in contact with concrete or masonry. c. Color coding of equipment and piping is required. 3. Nonmetallic materials such as glass, PVC, wood, porcelain, and plastic (FRP) except as required for architectural painting or color coding. 4. Prefinished electrical and architectural items such as motor control centers, switchboards, switchgear, panelboards, transformers, disconnect switches, acoustical tile, cabinets, elevators, building louvers, wall panels, etc.; color coding of equipment is required. 5. Nonsubmerged electrical conduits attached to unpainted concrete surfaces. 6. Cathodic protection anodes. 7. Items specified to be galvanized after fabrication unless specifically required elsewhere or subject to immersion. 3.07 PREPARATION OF SURFACES A. Surface Preparation Inspection: 1. Inspect and provide substrate surfaces prepared in accordance with the Contract Documents and the printed directions and recommendations of paint manufacturer whose product is to be applied. Item 14 High-Performance Coatings 09 96 00 - 9 PRP15160 – Lower Pressure Plane Transmission Line 2. Provide Engineer minimum 3 days' advance notice prior to start of surface preparation work or coating application work. 3. Perform such Work only in the presence of Engineer, unless Engineer grants prior approval to perform such Work in Engineer's absence. B. Metal Surface Preparation: 1. General: a. Do not perform a surface preparation blast prior to submission of Samples. Workmanship for metal surface preparation as specified shall meet current Steel Structures Painting Council (SSPC) Specifications as follows: 1). Solvent Cleaning: SP 1. 2). Hand Tool Cleaning: SP 2. 3). Power Tool Cleaning: SP 3. 4). White Metal Blast Cleaning: SP 5. 5). Commercial Blast Cleaning: SP 6. 6). Brush-Off Blast Cleaning: SP 7. 7). Pickling: SP 8. 8). Near-White Blast Cleaning: SP 10. 9). Bare Metal Power Tool Cleaning: SP 11. b. All surface preparation of new equipment and surfaces shall be assumed to be on a SSPC Grade A steel surface condition, unless specifically noted otherwise. c. Wherever the words "solvent cleaning", "hand tool cleaning", "wire brushing", or "blast cleaning", or similar words of equal intent are used in the Specifications or in paint manufacturer's specifications, they shall be understood to refer to the applicable SSPC Specifications listed above. d. Where OSHA or EPA regulations preclude standard abrasive blast cleaning, wet or vacu-blast methods may be required. Coating manufacturers' recommendations for wet blast additives and first coat application shall apply. e. Hand tool clean areas that cannot be cleaned by power tool cleaning. 2. Welds and adjacent areas: a. Prepared such that there is: 1). No undercutting or reverse ridges on the weld bead. 2). No weld spatter on or adjacent to the weld or any other area to be painted. 3). No sharp peaks or ridges along the weld bead. b. Grind embedded pieces of electrode or wire flush with the adjacent surface of the weld bead. 3. Preblast Cleaning Requirements: Item 14 High-Performance Coatings 09 96 00 - 10 PRP15160 – Lower Pressure Plane Transmission Line a. Remove oil, grease, welding fluxes, and other surface contaminants prior to blast cleaning. b.Cleaning methods: Steam, open flame, hot water, or cold water with appropriate detergent additives followed with clean water rinsing. c. Clean small isolated areas as above or solvent cleaned with suitable solvents and clean cloths. d. Round or chamfered all sharp edges and grind smooth burrs, jagged edges, and surface defects. 4. Blast Cleaning Requirements: a. General: 1). Type of Equipment and Speed of Travel: Designed to obtain specified degree of cleanliness. 2). Select type and size of abrasive to produce a surface profile that meets the coating manufacturer's recommendations for the particular coating to be applied or not less than 20 percent of the specified coating thickness, whichever is more stringent. 3). Meet applicable federal, state, and local air pollution control regulations for blast cleaning and disposition of spent aggregate and debris. 4). Do not reuse abrasive, unless abrasive is a recyclable abrasive. 5. Shop Blasting: a. Notify Engineer at least 7 days prior to start of shop blast cleaning to allow for inspection of the Work during surface preparation and shop application of paints. Work shall be subject to the Engineer's approval before shipment to the jobsite. b. Items such as structural steel, metal doors and frames, metal louvers, and similar items as reviewed by the Engineer may be shop prepared and primed. Centrifugal wheel blast cleaning is an acceptable alternate to shop blast cleaning. Blast clean and prime in accordance with the Specifications. 6. Field Blasting: a. Perform sandblasting for items and equipment where specified and as required to restore damaged surfaces previously shop or field blasted and primed. Materials, equipment, procedures, shall meet requirements of Steel Structures Painting Council. b. Field blasting in areas with electrical or mechanical equipment, or within buildings shall be performed with dustless abrasive systems such as “Sponge-Jet”, dry ice abrasive blasting. 7. Post-Blast Cleaning and Other Cleaning Requirements: a. Clean surfaces of dust and residual particles from cleaning operations by dry (no oil or water vapor) air blast cleaning or other method prior to painting. Vacuum clean enclosed areas and other areas where dust settling is a problem and wiped with a tack cloth. Item 14 High-Performance Coatings 09 96 00 - 11 PRP15160 – Lower Pressure Plane Transmission Line b. Paint surfaces the same day they are sandblasted. Reblast surfaces that have started to rust before they are painted. C. Concrete Surface Preparation: 1. Do not begin until 30 days after the concrete has been placed or 7 days if steam cured. 2. Remove grease, oil, dirt, salts or other chemicals, loose materials or other foreign matter by solvent, detergent, or other suitable cleaning methods. 3. Clean concrete using mechanical or chemical methods for the degree of cleaning specified for the coating system in accordance with SSPC SP-13, Surface preparation of Concrete. 4. Unless otherwise required for proper adhesion, ensure surfaces are dry prior to coating. 5. Bug holes, air pockets, and other voids in the concrete will be filled or patched in chemical exposure areas, secondary containment, and where specifically required. 6. Concrete Surface Preparation Inspection: a. Adhesion Testing: 1). Tensile testing of the surface preparation shall be performed by the Engineer as necessary using Type 4 or Type 5 pneumatic adhesion testing equipment in accordance with ASTM D4541 using 2-inch diameter dollies for concrete surface adhesion testing. 2). Concrete surface or applied coating shall be scored for concrete adhesion testing. 3). Adhesive failure greater than 50 percent of the dolly surface area shall indicate inadequate surface preparation. 4). Cohesive failures which results in loss of sound concrete will be acceptable provided the loss is greater than 50 percent of the dolly surface area. 5). Low adhesion cohesive failures with a thin layer of concrete due to weak concrete or laitance over 50 percent of the dolly surface will be rejected. b. Concrete Soundness: 1). Concrete soundness shall be determined using the scratching or hammer impact methods as defined in SSPC SP-13. c. Moisture Content: 1). Moisture shall be tested as Specified in SSPC SP-13 and shall not exceed the moisture content recommended by the coating manufacturer. D. Preparation of Existing Coated or Shop Primed Surfaces: 1. General: a. Shop primed or coated surfaces shall be reviewed with the Engineer to determine if the extent of damage to the coating and suitability of finish coats to adhere to shop applied coats. Item 14 High-Performance Coatings 09 96 00 - 12 PRP15160 – Lower Pressure Plane Transmission Line b. If a cured epoxy, polyurethane, or plural-component material is to be top coated, brush-off blast as specified herein or as recommended by the existing coating manufacturer. c. Surface preparation recommendations of coating manufacturer shall be subject to approval of the Engineer. 2. To be Recoated or Final Coated: a. Detergent wash and freshwater rinse. b. Perform touch-up repairs of existing coating. c. Asphaltic varnish coated ductile iron pipe will require an application of a seal coat prior to the application of a cosmetic finish coat. 3. Touch-up Repairs: a. Clean loose, abraded, or damaged coatings to substrate by power tool to bare metal, SP-11. b. Feather surrounding intact coating. c. Apply one spot coat of the specified primer to bare areas overlapping the prepared existing coating. d. Apply one full finish coat of the specified primer or finish coat(s) overall. 4. Application of a Cosmetic Coat: a. The exact nature of shop-applied coatings is not known in all cases. b. Check compatibility by application to a small area prior to starting the coating. c. If lifting or other problems occur, request disposition from the Engineer. E. Brush-off Blast Cleaning: 1. Equipment, procedure, and degree of cleaning shall meet SSPC-SP 7, Brush-off Blast Cleaning. 2. Abrasive: Either conventional abrasive blasting with sand, grit, or nut shells or specialized abrasive blasting, such as dry ice or “Sponge-Jet” technologies. Abrasives shall be 60 mesh grit, maximum. 3. Select various surface preparation parameters such as size and hardness of the abrasive, nozzle size, air pressure, and nozzle distance from the surface such that the surface is cleaned without pitting, chipping, or exposure of metal substrate. 4. Verify parameter selection by blast cleaning a trial area that will not be exposed to view. 5. The Engineer shall approve trial blast cleaned area and shall use area as a representative Sample of surface preparation. 6. Surface profile shall have the appearance of 100 grit sandpaper with no exposed metal substrate. 7. Repair or replace coated surfaces damaged by blast cleaning, where damage is defined as visible metal substrate. If less than 5 percent of prepared surface has the metal substrate visible, the coating shall be repaired by application of a brush applied coat. If Item 14 High-Performance Coatings 09 96 00 - 13 PRP15160 – Lower Pressure Plane Transmission Line greater than 5 percent the coating shall be fully removed to meet the specified surface cleanliness. F.Solvent Cleaning: 1. Consists of removal of foreign matter such as oil, grease, soil, drawing and cutting compounds, and any other surface contaminants by the use of solvents, emulsions, cleaning compounds, steam cleaning, or similar materials and methods which involve a solvent or cleaning action. 2. Method meets SSPC-SP 1. 3.08 PROTECTION OF SURFACES NOT TO BE PAINTED A. Remove, mask, or otherwise protect hardware, lighting fixtures, switchplates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not intended to be painted. B. Provide drop cloths to prevent paint materials from falling on or marring adjacent surfaces. C. Protect working parts of mechanical and electrical equipment from damage during surface preparation and painting process. D. Mask openings in motors to prevent paint and other materials from entering the motors. 3.09 PAINT MIXING A. Multiple-component coatings: 1. Prepare using all of the contents of the container for each component as packaged by the paint manufacturer. 2. No partial batches will be permitted. 3. Do not use multiple-component coatings that have been mixed shall not be used beyond their pot life. 4. Provide small quantity kits for touchup painting and for painting other small areas. 5. Mix only components specified and furnished by the paint manufacturer. 6. Do not intermix additional components for reasons of color or otherwise, even within the same generic type of coating. B. Keep paint materials sealed when not in use. C. Where more than one coat of a material is applied within a given system, alternate color to provide a visual reference that the required number of coats have been applied. 3.10 APPLICATION OF PAINT A. General: 1. Inspection: Schedule with Engineer in advance for cleaned surfaces and all coats prior to the succeeding coat. 2. Apply coatings in accordance with the paint manufacturer's recommendations. Allow sufficient time between coats to assure thorough drying of previously applied paint. Item 14 High-Performance Coatings 09 96 00 - 14 PRP15160 – Lower Pressure Plane Transmission Line 3. Fusion Bonded Coatings Method Application: Electrostatic, fluidized bed, or flocking. 4. Paint units to be bolted together and to structures prior to assembly or installation. 5. Shop Primed or Factory Finished Surfaces: a. Inspection: Schedule with Engineer in advance for shop primed or factory-finished items delivered to the Site for compliance with the Specifications. b. Power sand areas of chipped, peeled, or abraded coating, feathering the edges. Follow with a spot primer using specified primer. c. For two-package or converted coatings, consult the coatings manufacturer for specific procedures as relates to top coating of products. d. Prior to application of finish coats, clean shop primed surfaces of dirt, oil, and grease, and apply a mist coat of specified primer, 1.0 mil dry film thickness. e. After welding, prepare and prime holdback areas as required for the specified paint system. Apply primer in accordance with manufacturer's instructions. 6. Manufacturer Applied Paint Systems: a. Repair abraded areas on factory-finished items in accordance with the equipment manufacturer's directions. b. Carefully blend repaired areas into the original finish. B. Application Safety: 1. Performed painting in accordance with recommendations of the following: a. Paint manufacturer's instructions. b. NACE contained in the publication, Manual for Painter Safety. c. Federal, state, and local agencies having jurisdiction. 2. Coatings Contractor will be solely and completely responsible for condition of the Site, including safety of all persons (including employees) and property during performance of the Work. This requirement will apply continuously and not be limited to normal working hours. Safety provisions will conform to U.S. Department of Labor, Occupational Safety and Health Act, any equivalent state law, and all other applicable federal, state, county, and local laws, ordinances, and codes. 3. Coatings Contractor will comply with all safety-training requirements promulgated or required for this Project. C. Film Thickness: 1. Coverage is listed as either total minimum dry film thickness in mils (MDFT) or the spreading rate in square feet per gallon (SFPG). Per coat determinations are listed as MDFTPC or SFPGPC. 2. Applied coating system film thickness per coat shall be applied at the specified coating thickness or the manufacturer’s recommended minimum thickness, whichever is greater. Where the manufacturer has not specified a minimum coating thickness on the Product Data sheets, the minimum recommended coating application thickness shall apply. Item 14 High-Performance Coatings 09 96 00 - 15 PRP15160 – Lower Pressure Plane Transmission Line 3. Maximum film build per coat shall not exceed the coating manufacturer's recommendations. 4. Surfaces that are subject to immersion, condensing environments, or where specifically specified shall be stripe coated on all angles, edges, corners, threads, welds, and similar type surfaces. Stripe coat shall be an extra coat of the intermediate or topcoat material. The stripe coat shall be a separate coat of paint from coats specified under the coating system. Stripe coats shall be alternated in color similar to a full coat. 5. Number of coats: Minimum required irrespective of the coating thickness. Additional coats may be required to obtain the minimum required paint thickness, depending on method of application, differences in manufacturers' products, and atmospheric conditions. D. Porous Surfaces, Such as Concrete, Masonry: 1. Prime Coat: a. May be thinned to provide maximum penetration and adhesion. b. Type and Amount of Thinning: Determined by the paint manufacturer and is dependent on surface density and type of coating. c. Surfaces Specified to Receive Water Base Coating: Damp, but free of running water, just prior to application of the coating. E. Damaged Coatings, Pinholes, and Holidays: 1. Feather edges and repaired in accordance with the recommendations of the paint manufacturer. 2. Repair fusion bonded coatings to be as recommended by the original applicator. Applicator shall provide liquid repair kits for this purpose as recommended by the coating manufacturer. 3. Apply finish coats, including touchup and damage-repair coats in a manner that will present a uniform texture and color-matched appearance. F. Unsatisfactory Application: 1. If the item has an improper finish color, or insufficient film thickness, clean and topcoat surface with specified paint material to obtain the specified color and coverage. Obtain specific surface preparation information from the coating manufacturer. Hand or power sand visible areas of chipped, peeled, or abraded paint and feather the edges. Follow with primer and finish coat in accordance with the Specifications. Depending on the extent of repair and its appearance, a finish sanding and topcoat may be required. 2. Evidence of runs, bridges, shiners, laps, or other imperfections shall be cause for rejection. 3. Repair defects in coating system per written recommendations of coating manufacturer. 4. Leave all staging up until the Engineer has inspected the surface or coating. Replace staging removed prior to approval by Engineer. 3.11 COATING INSPECTION Item 14 High-Performance Coatings 09 96 00 - 16 PRP15160 – Lower Pressure Plane Transmission Line A. General: 1. Film thickness measurements and electrical inspection of the coated surfaces: a. Perform with properly calibrated instruments. 2. Recoat and repair as necessary for compliance with the Specifications. 3. All coats will be subject to inspection by the Engineer and the coating manufacturer's representative. 4. Visually inspect concrete, nonferrous metal, plastic, and wood surfaces to ensure proper and complete coverage has been attained. 5. Give particular attention to edges, angles, flanges, and other areas where insufficient film thicknesses are likely to be present and ensure proper milage in these areas. B. Coating Thickness Testing: 1. Engineer shall conduct coating thickness testing as necessary and without limitation. Testing conformance to the requirements of SSPC PA-2 is specifically excluded from this Section. 2. Measure coating thickness specified in mils with a magnetic type dry film thickness gauge as specified. 3. Check each coat for the correct milage. Do not make measurement before a minimum of 8 hours after application of the coating. 4. Tests for concrete coating thickness shall be with a Tooke Gauge, a destructive test. Coatings Contractor shall repair coating after thickness testing. C. Coating Continuity Testing: 1. Test finish coat, except zinc primer, galvanizing, and elastomeric coatings in excess of 20 mils dry, for holidays and discontinuities with an electrical holiday detector, low voltage, wet sponge type as specified. 2. Holiday detect coatings in excess of 20 mils dry and concrete and secondary containment coatings with high voltage units recommended by the coating manufacturer in accordance with NACE RP0188. 3. Holiday detect coatings on pipe for buried application with high voltage spark tester in accordance with NACE RP0274. 3.12 CLEANUP A. Place cloths and waste that might constitute a fire hazard in closed metal containers or destroyed at the end of each day. B. Upon completion of the Work, remove staging, scaffolding, and containers from the Site or destroy in a legal manner. C. Completely remove paint spots, oil, or stains upon adjacent surfaces and floors and leave entire job clean. D. Damages due to over spray on buildings, vehicles, trees, or other surfaces not specified to be painted shall be the responsibility of the Contractor. Item 14 High-Performance Coatings 09 96 00 - 17 PRP15160 – Lower Pressure Plane Transmission Line 3.13 MANUFACTURER' SERVICES A. Furnish paint manufacturer's representative to visit the Site at intervals during surface preparation and painting as may be required for product application quality assurance, and to determine compliance with manufacturer's instructions and the Contract Documents, and as may be necessary to resolve field problems attributable to, or associated with, manufacturer's products furnished under this Coatings Contract. 3.14 PROTECTIVE COATING SYSTEMS AND APPLICATION SCHEDULE: A. Unless otherwise shown or specified in the Contract Documents, paint or coat the Work in accordance with the following application schedule. B. In the event of discrepancies or omissions in the following, request clarification from the Engineer before starting the Work in question. System No.Title 1 Submerged Metal - Potable Water 4 Exposed Metal - Highly Corrosive 5 Exposed Metal - Mildly Corrosive 8A Buried Metal – Shop Coated 8B Buried Metal – Field Coated 10 Galvanized Metal Conditioning 11 Galvanized Metal Repair 27 Aluminum And Dissimilar Metal Insulation 29 Fusion Bonded Coating C. System No. 1 Submerged Metal - Potable Water: 1. Surface Preparation and Coating System: Surface Prep.Paint Material Min. Coats, Cover Abrasive Blast, or Centrifugal Wheel Blast (SP 5)Polyamide Epoxy Coating 3 coats, 4 MDFTPC 2. Application: a. All metal surfaces new and existing below a plane 1 foot above the maximum liquid surface, metal surfaces above the maximum liquid surface which are a part of the immersed equipment, concrete embedded surfaces of metallic items under submerged or buried conditions, such as wall pipes, pipes, wall or floor sleeves, access manholes, gate guides and thimbles, and structural steel, except reinforcing steel, unless otherwise specified. b. This system shall be applied to the following specific items: 1). Flanged or mating metal surfaces of access manways, air valves, and other immersed metal surface on interior of pipeline. Item 14 High-Performance Coatings 09 96 00 - 18 PRP15160 – Lower Pressure Plane Transmission Line 2). Buried miscellaneous metals as alternative to System No. 8A, subject to Engineer approval. c. Interior epoxy lining shall transition onto mortar boating by overlapping mortar coating for a minimum of 18 inches onto the epoxy coating. Location of overlap to be determined by the pipe fabricator, but shall not be less than 24 inches below finished grade unless otherwise noted. D. System No. 4 Exposed Metal - Highly Corrosive: 1. Surface Preparation and Coating System: Surface Prep.Paint Material Min. Coats, Cover Moisture Cured Zinc Rich Primer 1 coat, 3 MDFT Moisture Cured Urethane 1 coat, 5 MDFT Abrasive Blast, or Centrifugal Wheel Blast (SP 10) Moisture Cured Urethane 1 coat, 5 MDFT 2. Application: a. All new exposed metal surfaces, located inside of structures, manholes, or vaults and/or subject to high humidity or condensation. b. All surfaces with shop applied fusion bonded epoxy or other two component coating system shall be prepared as specified for Existing or Shop Applied coatings and top coated with the specified coating material. Final color shall be uniform in appearance. c. Moisture cured urethane coatings as specified are available from Wasser Chemical and Sherwin Williams. Other coating manufacturers will only be considered if the product complies with the unlimited recoat window. E. System No. 5 Exposed Metal - Mildly Corrosive: 1. Surface Preparation and Coating System: Surface Prep.Paint Material Min. Coats, Cover Inorganic Zinc Rich Primer 1 coat, 3 MDFTAbrasive Blast, or Centrifugal Wheel Blast (SP 10)Polyurethane Enamel 2 coats, 6 MDFT 2. Application: a. Exposed metal surfaces, new located outside of structures and exposed to weather. b. The specified coating systems at transitions between buried or concrete encasement and exposed pipe shall be overlapped a minimum of 6 inches. F. System No. 8A Buried Metal, Shop Coated: 1. Surface Preparation and Coating System: Surface Prep.Paint Material Min. Coats, Cover Item 14 High-Performance Coatings 09 96 00 - 19 PRP15160 – Lower Pressure Plane Transmission Line Surface Prep.Paint Material Min. Coats, Cover Abrasive Blast, or Centrifugal Wheel Blast (SP5) Polyurethane 1 coat, 35 MDFT 2. Use on the Following areas or surfaces: a.All buried steel pipe shall be shop coated in accordance with Section 09 97 16 “Pipeline Coatings and Linings.” b. All buried or concrete encased ferrous metal pipe, fittings, and appurtenances shall be shop coated with this system, unless specified otherwise. c. Epoxy coating in accordance with System No. 1 shall be allowable in lieu of System No. 8 only when approved by the Engineer. Manufacturer shall specifically request the use of System No. 1 in writing for Engineer review and approval. G. System No. 8B Buried Metal, Field Coated: 1. Surface Preparation and Coating System: Surface Prep.Paint Material Min. Coats, Cover Abrasive Blast, (SP10) or Power Tool to Bare Metal (SP11) Polyurethane - or – Wax Tape - or – Fast Cure Epoxy 35 MDFT 35 MDFT 1 coat, 20 MDFT 2. Use on the Following areas or surfaces: a. Field coat all buried metallic items with this system, unless specified in Section 09 97 16 “Pipeline Coatings and Linings,” or approved by Engineer. b. All buried non-ferrous valves, pipe, or tubing. c. All buried miscellaneous metals, valves, fittings, and associated bolts. 3. Special Requirements: a. Polyurethane coating manufacturers shall be as specified in Section 09 97 16 “Pipeline Coatings and Linings.” b. Wax Tape manufacturer shall be Denso North America, Trenton, or equal. c. Fast cure Epoxy coatings shall be: 1). Denso Protal 7125 (Low temperature) or Protal 7300. 2). Tapecoat TC 7010. 3). 3M ScotchKote 323. H. System No. 10 Galvanized Metal Conditioning: 1. Surface Preparation and Coating System: Item 14 High-Performance Coatings 09 96 00 - 20 PRP15160 – Lower Pressure Plane Transmission Line Surface Prep.Paint Material Min. Coats, Cover Wash Primer 1 Coat, 0.4 MDFTSolvent Clean (SP 1) Followed by Hand Tool (SP 2) or Power Tool (SP 3) Finish Coats to Match Existing Paint As Required to Match Surrounding Area 2. Application: a.All galvanized surfaces requiring painting. I. System No. 11 Galvanized Metal Repair: 1. Surface Preparation and Coating System : Surface Prep.Paint Material Min. Coats, Cover Solvent Clean (SP 1) Followed by Hand Tool (SP 2), or Power Tool (SP 3), or Brush-off Blast (SP 7) Organic Zinc Rich Primer 1 Coat, 3 MDFT 2. Application: a. All galvanized surfaces which are abraded, chipped, or otherwise damaged. J. System No. 27 Aluminum and Dissimilar Metal Insulation: 1. Surface Preparation and Coating System: Surface Prep.Paint Material Min. Coats, Cover Wash Primer 1 Coat, 0.4 MDFT Solvent Clean (SP 1) Bituminous Paint 1 Coat, 10 MDFT 2. Application: Use on all non-submerged concrete embedded aluminum surfaces. K. System No. 29 Fusion Bonded Coating: 1. Surface Preparation and Coating System : Surface Prep.Paint Material Min. Coats, Cover Abrasive Blast, or Centrifugal Wheel Blast (SP 10) or Acid Pickling (SP 8) Fusion Bonded 100% solids Epoxy or Polyurethane 1 or 2 coats, 7 MDFT 2. Application: a. Use on the following areas: All surfaces specified to be shop coated and intended for burial, immersion, high humidity and condensation, and pipe vault components where specifically specified. b. Use on the following items or surfaces: Pipe, valves, fittings, and couplings. END OF SECTION Item 14 High-Performance Coatings 09 96 00 - 21 PRP15160 – Lower Pressure Plane Transmission Line (SEE PSDS FORM FOLLOWING THIS SECTION) Item 14 High-Performance Coatings 09 96 00 - 22 PRP15160 – Lower Pressure Plane Transmission Line PAINT SYSTEM DATA SHEET Attached products' Technical Data Sheet (if applicable) to this sheet for each paint system submittal. Paint System Number (from spec.): Paint System Title (from spec.): Coatings Manufacturer: Representative: Surface Preparation: Paint Material (Generic)Product Name/Number Proprietary)Min. Coats, Coverage Additional Information Required (check applicable items): ☐ANSI/NSF Certification letter for each paint material listed above requiring ANSI/NSF Standard 60 and 61 approval. ☐Manufacturer’s minimum and maximum recommended coating thickness per coat and for total coating system. ☐Immersion coating cure requirements from minimum coating application temperature to 100 degrees in 15-degree temperature increments. Item 14 Pipeline Coatings and Linings 09 97 16 - 1 PRP15160 – Lower Pressure Plane Transmission Line 09 97 16 PIPELINE COATINGS AND LININGS 1.00 GENERAL 1.01 WORK RESULTS A. This Section covers the work necessary to apply external polyurethane coating and internal mortar lining on steel pipe, field coating of joints, and field repair of coating damage, complete. B. Mortar coated steel pipe shall be provided where specifically shown on the Drawings. C. Exposed steel pipe in vaults and above grade will be coated as specified in Section 09 96 00 “High-Performance Coatings,” unless specifically specified otherwise. 1.02 SUBMITTAL REQUIREMENTS A. Contractor submittals shall be made in accordance with Section 01 33 00 “Submittal Procedures.” 1. Shop Drawings: Catalog cuts and other information for all products proposed. Provide copy of approved coating system submittals to the coating applicator. Provide copies of coating manufacturer application procedures and repair procedures. Provide copies of the heat shrink sleeve manufacturer’s application procedures. 2. Quality Control Submittals: Furnish the following: a. Applicator's Experience with list of references substantiating compliance. b. Coating manufacturer's certification stating the applicator meets or exceeds their coating application requirements and recommendations. c. Coating manufacturer shall provide a copy of the manufacturer’s coating application quality assurance manual. d. If the manufacturer of field-applied coating differs from that of the shop applied primer, provide written confirmation from both manufacturers’ that the two coating materials are compatible. e. Provide copies of all Certified Test Reports for all coating and lining testing. f. Provide certification from the coating manufacturer that the coatings are being applied in accordance with the coating manufacturer’s specifications at the start of coating and/or lining operations. Additionally submit reports from monthly follow- up site visits from coating manufacturer that the coatings are being applied in accordance with the coating manufacturer’s specifications based upon the monthly site visits. 1.03 QUALITY ASSURANCE A. Coating Applicator's Experience and Certification: 1. Coating Application Company and coating application supervisor (Certified Applicator) shall have a minimum of 5 years experience applying the specified coating system. Item 14 Pipeline Coatings and Linings 09 97 16 - 2 PRP15160 – Lower Pressure Plane Transmission Line 2. Coating application personnel, whom have direct coating application responsibility, shall have a minimum of 2 years practical experience in application of the indicated coating system. 3. Coating applicator shall be certified by the coating manufacturer as an approved applicator. B. Coating and/or lining manufacturer technical representative shall be present for a minimum of 3 days technical assistance and instruction at the start of coating and/or lining operations within the shop. During this visit, the technical representative shall observe surface preparation and coating application and conduct tests of the coating to insure conformance with application instructions, recommended methods, and conditions. C. Coating and/or lining manufacturer’s technical representative shall be onsite for 3 working days, minimum, at the start of each construction season to inspect coating application and procedures in the field. During this visit, the technical representative shall observe surface preparation and coating application and conduct tests of the coating to insure conformance with application instructions, recommended methods, and conditions. D. Coating and/or lining manufacturer shall include 8 hours per month of field or shop coating technical support when requested by the Engineer. E. Technical representative shall provide a written report to the Engineer for each visit. Report shall include copies of test data collected, description of observations, and all recommended corrective actions. Report shall be submitted within 5 working days after the visit. When deemed necessary by the Engineer, work will not be permitted to proceed until the recommended corrective actions have been implemented. After all corrective recommendations have been completed; the manufacturer representative shall return and certify that the application complies with the manufacturer’s coating application recommendations. F. Additional visits by the manufacturer’s representative shall be made at sufficient intervals during surface preparation and coating or lining as may be required for product application quality assurance, and to determine compliance with manufacturer’s instructions, and as may be necessary to resolve problems attributable to, or associated with, manufacturer’s products furnished for this project. 1.04 ABBREVIATIONS The following abbreviations are used in this Section: Abbreviations MDFT Minimum Dry Film Thickness mil Thousandths of an Inch 1.05 DEFINITIONS A. Manufacturer's Representative: Employee of coating manufacturer who is factory trained and knowledgeable in all technical aspects of their products and systems. Sales representatives are not acceptable as a technical representative unless written Item 14 Pipeline Coatings and Linings 09 97 16 - 3 PRP15160 – Lower Pressure Plane Transmission Line authorization from the coating manufacture is provided which states the sales representative has full authority to act on the behalf of the coating manufacturer. 1.06 REFERENCE STANDARDS A. This specification section recognizes AWWA, NACE, and SSPC standards as minimum industry standards and are referenced for purpose of conformance, except where modified in this section. The requirements of this specification section have been written to a higher design standard with the intent of achieving a long term coating performance. The applicable provisions of the following standards shall apply as if written here in their entirety: American Water Works Association (AWWA) AWWA C205 Cement-Mortar Protective Lining and Coating for Steel Water Pipe-4-Inch and Larger- Shop Applied AWWA C209 Cold Applied Tape Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines AWWA C210 Liquid-Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines AWWA C216 Heat-shrinkable Cross-linked Polyolefin Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines AWWA C217 Cold-Applied Petrolatum Tape and Petroleum Wax Tape Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines AWWA C222 Polyurethane Coatings for Interior and Exterior of Steel Water Pipe and Fittings National Association of Corrosion Engineers (NACE) NACE RP 0274 High Voltage Electrical Inspection of Pipeline Coatings Prior to Installation Steel Structures Painting Council (SSPC) SSPC-SP-1 Solvent Cleaning Surface Preparation SSPC-SP-2 Hand Tool Cleaning Surface Preparation SSPC-SP-3 Power Tool Cleaning Surface Preparation SSPC-SP-5 White metal Abrasive Blast Surface Preparation SSPC-SP-6 Commercial Abrasive Blast Surface Preparation SSPC-SP-10 Near White Metal Abrasive Blast Surface Preparation SSPC-SP-11 Power Tool Cleaning to Bare Metal Item 14 Pipeline Coatings and Linings 09 97 16 - 4 PRP15160 – Lower Pressure Plane Transmission Line 1.07 SPECIAL WARRANTY REQUIREMENTS A. The Contractor and coating applicator shall warrant to the Owner and guarantee the Work under this Section against defective workmanship and materials for a period of 2 years commencing on the date of final acceptance of the Work. 1.08 OBSERVATION OF WORK A. The Contractor shall give the Owner Representative a minimum of 14 days advance notice of the start of any work to allow scheduling for shop or field observation. Provide Owner representative a minimum 3 days notice for actual start of surface preparation and coating application work. B. Provisions shall be made to allow Owner’s representative full access to facilities and appropriate documentation regarding coating application. C. Observation by the Owner’s representative or the waiver of observation of any particular portion of the Work shall not be construed to relieve the Contractor of his responsibility to perform the Work in accordance with the Contract Documents. D. Materials shall be subject to testing for conformance with this Section as the Owner’s representative may determine, prior to or during incorporation into the Work. 2.00 MATERIALS 2.01 GENERAL A. Exterior and interior pipe and fitting surfaces shall be prepared and coated in accordance with referenced standards, written directions of the coating or lining manufacturer’s, and the Specifications, whichever is more stringent. B. Coatings and linings will be stored, handled, and applied per manufacturer’s written directions. C. Pipeline coating or lining shall be the product of a single manufacturer. Product substitutions during the Project will not be permitted. 2.02 CONTRATOR FURNISHED TEST EQUIPMENT A. Contractor shall provide the following coating test equipment for field testing of pipe for holidays: 1. Holiday Test Equipment: a. Elcometer Model D236, 0 to 30 kV high voltage tester. b. External Pipe rolling spring probe, sized for the Project pipe diameter. c. Right Angle Wire Brush Probe, 20 inches or larger. d. Telescopic probed extension handle, 2- to 4-foot length range. B. Equipment to be turned over to the Owner upon completion of the Work. Equipment shall be in full working condition with all manuals, cases, and accessories supplied with equipment or required to be provided. Item 14 Pipeline Coatings and Linings 09 97 16 - 5 PRP15160 – Lower Pressure Plane Transmission Line 2.03 EXTERIOR SHOP-APPLIED COATINGS A. General: 1. Steel pipe shall be coated in accordance with AWWA C222, except as modified herein. 2. Buried dielectrically coated pipe and fittings passing through a structure wall or floor shall be coated for a minimum of 2 inches beyond the interior wall or floor surface. 3. Pipe that is atmospherically exposed shall be shop primed as specified herein and Section 09 96 00 “High-Performance Coatings.” B. Plural Component Polyurethane: 1. General: Plural component, polyurethane coating system (referred to as a polyurethane system) shall be applied in accordance with AWWA C222, and as modified herein. 2. Shop Surface Preparation: a. Steel pipe: SSPC-SP5, White Metal blast, 3.0-mil profile, minimum, or as required by the manufacturer, whichever is greater using standardized testing procedures. b. Concrete Pipe: 1). Abrasive blast to remove all laitance, loose material, and create a suitable anchor profile. 2). Cement mortar coating shall be allowed to cure 15 days or steam cured not less than 7 days prior to surface preparation of the mortar and coating application. Hand applied mortar lining shall be allowed to cure a minimum of 15 days or as required to meet the coating manufacturer’s requirements for application on cement, whichever is greater. 3). Mortar coating shall be dry for coating application. 3. Shop Applied Coating Requirements: a. Self-priming, plural component, 100 percent solids, non-extended polyurethane, suitable for burial or immersion. Extended polyurethane coating will not be acceptable. Polyurethane shall be manufactured within 30 days of shipping to application facilities, and polyurethane shall not be taken from previous inventory. b. One coat, 35 mils total dry film thickness, minimum, or as required to meet the holiday and coating defects limits specified in this Section. c. Shall be one of the following products, subject to review and acceptance of submitted product performance reports: 1). Protec II, Futura Coatings, Hazelwood, Missouri. 2). Chemtane 2265, Chemline, Inc, St. Louis, Missouri. 3). Polygard 777, Carboline, St. Louis, Missouri. 4). No approved equal. d. Acceptance of submitted product is contingent upon: 1). Submit written verification that no change in product formulation has occurred. Item 14 Pipeline Coatings and Linings 09 97 16 - 6 PRP15160 – Lower Pressure Plane Transmission Line Owner reserves the right to conduct laboratory comparison of the test product with the submitted product Part A and B formulation using infrared spectrometry analysis. Test shall be performed on product samples collected at the fabrication shop by Owner designated personnel. Products found to have been modified from the product used for the coating performance test report will be rejected. C. Exterior Coating for Exposed Steel Pipe: 1. All atmospherically exposed or vault piping shall be shop primed with the coating system as specified in Section 09 96 00 “High-Performance Coatings.” 2. Manufacturer of shop-applied primer shall be coordinated with field application to provide a completed system by a single manufacturer. Engineer approval of a coating system with two or more coating manufacturer’s will require written approval from all coating manufacturer’s as to compatibility and acceptance under warranty. D. Cement Mortar Coating or Overcoat: 1. Where indicated on the drawing for tunnel carrier pipe or other applications apply cement mortar coating system on steel pipe and fittings in accordance with AWWA C205, except as modified herein. 2. Cement mortar overcoat shall be applied over a dielectric coating system on steel pipe and fittings in accordance with AWWA C205, except as modified herein. 3. Holdback: Mortar overcoat shall be held back of dielectric coating a minimum of 18 inches for overlap of field applied heat shrink sleeve joint coating onto dielectric coating system. 4. Shop Applied Coating System: a. Cement: Conform to ASTM C150, Type II. b. Aggregate shall be silica sand or other aggregate that is not subject to leaching. Conform to ASTM C33. c. Cement mortar mixture shall consist of 1 part cement to not more than 3 parts aggregate. d. Water for cement mortar: Clean and free from organic matter, strong alkalis, vegetable matter, and other impurities. Use no more than 4-1/2 gallons of water per sack of cement. e. Cement mortar coating: Nominal 1-inch thick coating with permitted tolerance of plus or minus 1/4 inch. 2.04 INTERIOR SHOP-APPLIED LININGS A. Cement Mortar Lining: 1. Clean and cement mortar line steel pipe and fittings in accordance with AWWA C205. 2. Cement: Conform to ASTM C150, Type II. 3. Shop applied cement mortar lining shall be uniform in thickness over the full length of the pipe joint. Item 14 Pipeline Coatings and Linings 09 97 16 - 7 PRP15160 – Lower Pressure Plane Transmission Line 4. Aggregate shall be silica sand or other aggregate that is not subject to leaching. Conform to ASTM C33. 5. Water for cement mortar: Clean and free from organic matter, strong alkalis, vegetable matter, and other impurities. B. Liquid Applied Epoxy Coating: 1. Provide liquid epoxy primer and lining in all cement mortar lined metallic pipe at insulating joints for a minimum of two pipe diameters on each side of the insulated joint. 2. Epoxy coatings shall be NSF approved coatings suitable for potable water contact in accordance with ANSI/NSF Standards 60 and 61. 3. Epoxy shall be applied over the cement mortar lining where specified for the pipeline lining material. 4. Prepare the cement mortar lining by abrasive blasting to remove all laitance and provide a surface profile. 5. Cement mortar shall be allowed to cure for a minimum of 15 days prior to surface preparation and coating application or 7 days with steam curing. 6. Mortar lining shall be dry when epoxy lining is applied. 2.05 SPECIALS, FITTINGS, AND CONNECTIONS A. Coating and lining application for special sections, connections, and fittings for steel or ductile iron pipe shall conform to coating system and application requirements as specified in this Section. B. Specials, fittings, and connections shall be defined as any pipe section with turnouts for blowoffs, interconnects, any valve, or other appurtenances; tees; crosses; wyes; laterals; manholes; mitered angles or elbows; and pipes which require special fabrication that prevents mechanical production application of the specified coating system from end to end of pipe joint. C. In addition to the items listed as specials, the following items shall also be considered as specials: 1. Pipe joints with pass through holes. D. Hand applied tape coatings will not be permitted on any specials, fittings, connections, and elbow fittings. E. Specials, fittings, and connections shall be externally coated with polyurethane coating system applied over the entire fitting. Fabrication cutting and welding is not allowed on coated surfaces. No hybrid coating system, such as tape and polyurethane combination will be allowed. 2.06 EXTERIOR FIELD JOINT COATING A. Pipe joints shall be field coated after pipe assembly in accordance with AWWA C205, C216, or C217, whichever is applicable and as specified herein. Item 14 Pipeline Coatings and Linings 09 97 16 - 8 PRP15160 – Lower Pressure Plane Transmission Line B. Field joint coating shall be compatible with the shop-applied coating system and provided by the same manufacturer or a manufacturer approved by the pipe coating manufacturer. C. All joints on pipe coated with polyurethane coating system shall be coated with a heat shrink coating material. D. Field joint coating materials shall be as follows or an approved equal. 1. Heat Shrink Sleeves: a. Filler Material: 1). Provide filler material for all push-on, flange, and coupling type joints and at all changes in outside diameter are greater than 1/8 inch. 2). Filler material shall adhere to the pipe and heat shrink sleeve. Size and type shall be as recommended by the sleeve manufacturer for type of pipe and joint. 3). Filler mastic for joints subject to weld after backfill shall exceed 500 F melt point temperature. 4). Filler material shall be applied in a manner and of sufficient thickness that no tenting or voids remain under the heat shrink sleeve. 5). Filler material shall be Canusa Aqua Seal SG79 or Rachem Covalence 939 Filler. b. Joint Coating: 1). Heat shrink, cross-linked polyolefin wrap or sleeve with a mastic sealant, 85-mils minimum nominal thickness, suitable for pipeline operating temperature, as recommended by the manufacturer, and shall meet the requirements of AWWA C216. 2). Provide standard recovery sleeve for welded or bell and spigot steel pipe joints. High recovery sleeves shall be provided for flange joints and coupling style joints. 3). Width of heat shrink sleeves shall be sufficient to overlap existing coating 3 inches minimum. Sleeve shall be a minimum of 17 inches wide, or as needed to meet the overlap requirements. 4). Contractor shall consider sleeve shrinkage during installation and joint profile in determining sleeve width required. Overlapping of two or more heat shrink sleeves to achieve the necessary width on pipe joints will not be permitted without Engineer approval. 5). Sleeve shall meet requirements for “Weld After Backfill” when allowed and approved by Engineer. c. Holdback Primer: As specified in this Section. d. Heat Shrink Sleeve: The outer sleeve shall be Canusa Aqua Shield AQW-HS or Raychem-Covalence Water Wrap-WAB.. For “Weld After Backfill”, a 6” underlay sleeve shall be centered over the weld area prior to the installation of the outer sleeve. The underlay sleeve shall be Aqua Shield AQW-WAB or equivalent Rachem Covalence. 2. Wax Tape Coating: Item 14 Pipeline Coatings and Linings 09 97 16 - 9 PRP15160 – Lower Pressure Plane Transmission Line a. Apply coating in accordance with AWWA C217, except as modified herein. b. Wax tape coatings shall be field applied on all buried flexible joints, thrust restraint rods and brackets, and on joints, fittings, or irregular shapes or complex configurations that are not suited for the use of heat shrink coating systems and are not cement overcoated. c. Do not use wax tape coating systems on vault piping, atmospherically exposed piping and appurtenances, or where subject to UV exposures. d. Provide filler material to fill and smooth all irregular surfaces, such that no tenting or voids remain under the applied wax tape. e. Use sand backfill or flowable fill to protect wax coating from damage. f. Coating System: 1). Surface Preparation: SP11 Power Tool to Bare Metal. 2). Primer: Petroleum or petrolatum wax. 3). Filler Material: Filled Petroleum or petrolatum wax sealer/filler with closed cell plastic filler. 4). Inner Tape: Petroleum or petrolatum wax impregnated fabric, 6-inch width maximum, 40 mils thick. 5). Outer Wrap: PVC or tape suitable for application to inner tape. g. Wax tape coating system shall be as manufactured by: 1). Denso North American. 2). Trenton. 3). Approved equal. 3. Cement Mortar Coating or Overcoat: a. Joints of cement mortar coated steel pipe shall be mortar coated as specified herein after application of the specified joint coating materials, where applicable. b. Polyethylene foam lined fabric with steel strapping of sufficient strength to hold the fresh mortar, resist rodding of the mortar and allow excess water to escape. 1). 100 percent closed cell. 2). Chemically inert, insoluble in water, resistant to acids, alkalis, and solvents. 3). Manufacturer and Product: Dow Chemical Company; Ethafoam 222. c. Fabric Backing: 1). Cut and sewn into strips wide enough to overlap shop coated areas by 4 inches on either side. 2). Strips shall have slots for steel strapping on outer edges. 2.07 INTERIOR FIELD JOINT COATING A. Mortar Lining: Item 14 Pipeline Coatings and Linings 09 97 16 - 10 PRP15160 – Lower Pressure Plane Transmission Line 1. After the backfill has been completed to final grade, the interior joint recess shall be filled with grout. The grout shall be tightly packed into the joint recess and troweled flush with the interior surface. Excess shall be removed. 2. At no point shall there be an indentation or projection of the mortar exceeding 1/16 inch. 3. With pipe smaller than 24 inches in diameter, before the spigot is inserted into the bell, the bell shall be daubed with grout. The joint shall be completed and excess mortar on the inside of the joint shall be swabbed out. 2.08 REPAIR OF COATINGS AND LININGS A. General: 1. Coating or lining repair materials shall be compatible with the shop-applied coating or lining system and shall be approved by the coating or lining manufacturer. 2. Coating repair materials shall be as required for the coating system and repair classification as defined in this Section. 3. All major repairs on pipe coated with polyurethane coating system shall be repaired using heat shrink sleeves as specified for field joint coating in accordance with C216, except as modified herein. 4. Minor coating repairs for polyurethane coated or exposed pipe shall be as specified herein. B. Coating Repair Materials: 1. Heat Shrink Sleeves (major repair): a. Filler Mastic: Provide mastic filler to fill tape void as required. b. Full Wrap Coating: Cross-linked polyolefin wrap with a mastic sealant, 85-mil thickness nominal, suitable for pipeline operating temperature, sleeve material recovery as recommended by the manufacturer. Sleeve length shall provide a nominal of 3 inches overlap onto intact pipe coating. c. Manufacturer’s: Canusa Aqua Shield AOW-HS or Raychem (Polyken) Covalanence WaterWrap - WAB. 2. Heat-Applied Patches (minor repair): a. Heat applied adhesive, polyolefin backed, mastic coated tape, 12-inch maximum size. b. Patch shall provide a minimum of 2 inches overlap onto intact pipe coating. c. CRP patch as manufactured by Canusa, PERP patch as manufactured by Raychem (Polyken), or equal. C. Polyurethane Coating: 1. Polyurethane coating system repair shall be in accordance with the coating manufacturer’s recommended procedures. Item 14 Pipeline Coatings and Linings 09 97 16 - 11 PRP15160 – Lower Pressure Plane Transmission Line 2. Coating material for minor repairs shall be single use kits or other mix ratio controlled packages of slow set polyurethane coating material similar to the existing coating. 3. Major repairs will be completed using the coating material specified for the coating or the lining. Coating shall be reapplied using plural component spray equipment by a manufacturer certified coating applicator. 4. Pinhole holidays or adhesion test coating repairs shall be with minor repair coating material specified or melt stick repairs such as Protal 7125 Fast Cure Epoxy. D. Exposed Pipe Coating System: Touch-up repair all damage to the primer and/or intermediate coats with the specified coating system prior to final coating of the pipeline in accordance with Section 09 96 00 “High-Performance Coatings.” 3.00 EXECUTION 3.01 ENVIRONMENTAL LIMITATIONS A. General: 1. Products shall comply with federal, state, and local requirements limiting the emission of volatile organic compounds and worker exposure. 2. Comply with applicable federal, state, and local, air pollution and environmental control regulations for surface preparation, blast cleaning, disposition of spent aggregate and debris, and coating application. 3. Do not perform abrasive blast cleaning whenever the relative humidity exceeds 85 percent, whenever surface temperature is less than 5 ⁰F above the dew point of the ambient air. 4. Do not apply coatings when: a. Surface and ambient temperatures exceed the maximum or minimum temperatures recommended by the coating manufacturer or the Specifications, b. In dust or smoke-laden atmosphere, blowing dust or debris, damp or humid weather, or under conditions that could cause icing on the metal surface. c. For epoxy coatings or linings when it is expected that surface temperatures would drop below 5 ⁰F above dew point within 4 hours after application of coating. d. Whenever relative humidity exceeds 85 percent for polyurethane coating application. 5. Where weather conditions or Project requirements dictate, Contractor shall provide and operate heaters and/or dehumidification equipment to allow pipe surfaces to be abrasive blasted and coated as specified and in accordance with the manufacturers coating application recommendations. 6. Work activities can be restricted by the Engineer until adequate temperature and humidity controls are in place and functioning within the environmental limits specified. 7. Coating applicator shall provide a monitoring system approved by the coating manufacturer that constantly records pipe and coating conditions during coating Item 14 Pipeline Coatings and Linings 09 97 16 - 12 PRP15160 – Lower Pressure Plane Transmission Line application. Recorded monitoring parameters shall include pipe temperature, surface preparation, holiday test and other parameters applicable to the type of coating. B. Temperature Control: 1. In cold weather or if moisture collects on the pipe, preheat pipe to a temperature between 45⁰F and 90⁰F or 5⁰F above dew point, whichever is greater. 2. When temperatures are above or below the coating manufacturers recommended application temperatures, the Contractor will provide temperature controls as necessary to permit Work to proceed within the manufacturer’s temperature limitations. 3. Provide tenting, insulating blankets, baffles, or bulkheads as required to zone and control heating or cooling effectiveness. 4. Heating shall be with indirect fired heaters that do not increase humidity levels within the work area. Heaters shall be sized for the area to be heated. C. Dehumidification: 1. Dehumidification shall be operated in a manner that prevents all condensation or icing throughout surface preparation, coating application, and coating cure. 2. Reblasting of flash rusted metal surfaces or removal of damaged coatings, as a result of equipment malfunction, shutdown, or other events that result in the loss of environmental control, will be at the sole expense of the Contractor. Cleaned metal surfaces subject to flash rusting shall be cleaned to the same cleanliness as prior to the flash rust formation and shall be approved by the Engineer. 3. Contractor shall monitor ambient temperature, humidity, dew point temperature, and pipe surface temperature (work area only) both outdoors and within the work area at the start, midpoint, and end of each work shift, minimum, but not greater than 5 hours between measurements. 4. Daily environmental condition monitoring and maintenance of the equipment shall be documented in writing and posted near the equipment for review by the Engineer. 5. If the required environmental conditions cannot be maintained throughout the coating process, the Contractor will be required to provide the following: a. Contractor shall provide and operate desiccant dehumidification equipment to maintain environmental conditions for 24 hours a day during abrasive blasting and coating application and cure. Liquid, granular, or loose lithium chloride drying systems will not be acceptable. b. Contractor shall provide dehumidification equipment sized to maintain dew point temperature 5⁰F or more below surface temperature of metal surfaces to be cleaned and coated. System shall provide ventilation within the environmentally controlled areas to meet the following requirements: 1). Two air exchanges per hour, minimum. 2). Maintenance of personnel exposure limits (PEL) at 50 percent of OSHA PEL limits for all chemicals used in the performance of the Work. 3). Maintenance of lower explosive limits (LEL) to less than 50 percent of the most volatile solvent used in the performance of the Work. Item 14 Pipeline Coatings and Linings 09 97 16 - 13 PRP15160 – Lower Pressure Plane Transmission Line c. Dehumidification equipment shall also provide ventilation at a minimum of 0.75 air exchanges per hour within all non-accessible work areas for worker protection or as required for maintaining PEL and LEL explosive limits as defined herein, whichever is more stringent. d. Dehumidification equipment type, size, air flow, and power requirements shall be designed by a qualified company knowledgeable in dehumidification equipment, and its operation based on Project requirements and anticipated seasonal weather conditions for the Project schedule. Design to include evaluation of existing conditions, humidity, and temperature, proper air exchange requirements, ventilation requirements, ducting requirements for adequate air flow, and any other issues necessary to achieve the specified performance and environmental conditions throughout the duration of the Project. e. Contractor to submit written recommendations from dehumidification Subcontractor for enclosure work area size, bulkhead venting, duct work for each bulkhead section, any secondary ventilation requirements for coating cure, dust collection equipment CFM requirements, and drying requirements for blast hose compressed air necessary to maintain environmental control as specified herein. f. At a minimum, work area shall be separated into surface preparation work zones, coating application zones, and coating cure zones. g. Dehumidification Subcontractor shall either operate the equipment or provide training to Contractor on the proper operation and setup of dehumidification equipment. Dehumidification Subcontractor shall provide a technical representative on-Site for a minimum of two 8 hour days to insure proper operation of the equipment, achievement of desired environmental control, and to insure Contractor can properly setup, operate, monitor, and maintain the equipment. 3.02 SURFACE PREPARATION A. General: 1. Inspect and provide substrate surfaces prepared in accordance with the Specifications and the printed directions and recommendations of coating manufacturer whose product is to be applied. 2. Visible oil, grease, dirt, and contamination shall be removed in accordance with SSPC- SP1, solvent cleaning. 3. Surface imperfections such as metal slivers, burrs, weld splatter, gouges, or delaminations in the metal shall be removed by filing or grinding prior to abrasive surface preparation. 4. Protect prepared pipe from humidity, moisture, and rain. All flash rust, imperfections, or contamination on cleaned pipe surface shall be removed by reblasting. 5. Priming and coating of pipe shall be completed the same day as surface preparation. B. Weld Surface Preparation: 1. Requirements: a. Spray applied coating systems do not require weld grinding. Item 14 Pipeline Coatings and Linings 09 97 16 - 14 PRP15160 – Lower Pressure Plane Transmission Line C. Steel Surface Preparation: 1. Surface preparation of steel pipe shall be in accordance with SSPC surface preparation standards utilizing the degree of cleanliness specified for the coating system to be applied or as specified herein, whichever is more stringent. 2. Grit and/or shot abrasive mixture and gradation shall be as required to achieve the degree of cleanliness and coating adhesion specified. 3. Pipe cleaned by abrasive blasting with recyclable steel grit and/or shot or other abrasive shall be cleaned of debris and spent abrasive in an air wash separator. 4. Polyurethane coating system shall have a sharp angular surface profile of the minimum depth specified. 5. After abrasive blasting surfaces and before coating application, the metal surface shall be cleaned of residual dust to a minimum of Grade 2 per ISO Standard 8502-3, Test for the Assessment of Surface Cleanliness. 6. Work shall be performed in a manner that does not permit the cleaned metal surface to rust back or flash rust. 7. Rust back or flash rust shall be fully removed with the steel surface cleanliness equal to the metal surface cleanliness prior to rust back or flash rusting. Determination of the equivalent surface cleanliness shall be at the Engineer’s sole discretion. 3.03 SHOP -APPLIED COATING SYSTEMS A. Polyurethane Coating or Lining: 1. Applicator Qualifications: a. Equipment will be certified by the coating manufacturer to meet the requirements for material mixing, temperature control, application rate, and ratio control for multi-part coatings. b. Equipment not meeting the written requirements of the coating manufacturer shall be rejected for coating application until repairs or replacement of the equipment is made to the satisfaction of the Engineer. c. Personnel responsible for the application of the coating system shall have certification of attendance at the coating manufacturer’s training class within the last 3 years. The certified applicator shall be present during all coating application work and shall have responsibility for controlling all aspects of the coating application. 2. Pipe surface temperature shall be between 50 F and 100 F or 5 F above dew point, whichever is greater. 3. Coating application shall be performed in an environmentally controlled shop area that meets or exceeds the written environmental application requirements of the coating manufacturer. Application in outdoor conditions will not be acceptable without adequate environmental shelter, environmental controls, and/or dehumidification. 4. Coating adhesion and holidays testing shall be tested as specified in this Section. Item 14 Pipeline Coatings and Linings 09 97 16 - 15 PRP15160 – Lower Pressure Plane Transmission Line 5. Coating manufacturer shall provide to the Engineer a copy of the manufacturer’s coating application quality assurance manual prior to beginning coating application. Strict conformance to the requirements of the manual will be required. Deviation from the requirements of the manual will be grounds for the Engineer to reject the applied coating. 6. Unacceptable Coating Application: a. Coating applied under improper environmental conditions will be rejected. b. Pipes that exceed the allowable quantity of coating defects, regardless of size or cause, shall be rejected. c. Coating which fails the adhesion or holiday testing as specified in this Section shall be rejected. d. Pipe coating that is subject to off ratio application, blistering, or is not applied in conformance with the coating manufacturer’s written instructions or recommendations shall be rejected. 7. Rejected coating shall be removed from the full length of the pipe to bare metal and reapplied using proper application methods in accordance with the quality assurance manual and the requirements of the Specifications. 8. Perform coating and lining repairs as specified in this Section. 3.04 EXTERIOR COATING HOLDBACK A. Dielectric coating holdbacks shall be straight and cut through the full thickness of the coating. B. Dielectric coating cutbacks shall be completed in a manner that permits field coating of joints in accordance with the manufacturer’s recommendations and as specified herein. C. Dielectric coating holdbacks shall be as required for pipe joints as listed below. Pipe manufacturer may adjust holdback limits as required for special joint assemblies, and with consideration for the joint coating provided and welding requirements: Holdbacks Push-on joint, spigot 1 inch before centerline gasket Push-on, bell Flush with bell end Welded, spigot 3 inches, minimum Welded, Bell 4 inches, minimum D. Dielectric Coating Holdback Corrosion Protection: 1. Holding primer for corrosion protection of cutbacks or holdbacks shall be compatible with the specified joint coating system and weld after backfill requirements, when applicable. 2. Approved holdback primers are: a. Tnemec Omnithane: Suitable for all joints, except joints subject to weld after backfill. Item 14 Pipeline Coatings and Linings 09 97 16 - 16 PRP15160 – Lower Pressure Plane Transmission Line b. Tnemec 90E-92 Ethyl Silicate Inorganic Zinc Primer: Suitable for all joints, including weld after backfill joints. c. ICI Devoe Cathacoat 304V Ethyl Silicate Inorganic Zinc Primer: Suitable for all joints including weld after backfill joints. d. Polyken or Other Tape Primers: Not allowed. 3. Primer shall not result in running or melting of the coating or cause toxic fumes when heated during weld after backfill joints. 4. Application and thickness of holding primer shall be in accordance with the coating manufacturer’s recommendations, but shall not impair the clearances required for proper joint installation. 5. Primer application on spigot end of field welded pipe shall be held back 1 to 2 inches from the end of the spigot or as necessary to prevent toxic fumes during field welding. 6. Any corrosion within the holdback areas shall be abrasively blasted to near white metal in accordance with SP10 or power tool cleaned to bare metal in accordance with SP11 prior to applying joint coating. 3.05 PIPE LINING APPLICATION A. Shop-applied Cement Mortar Lining: 1. Centrifugally line straight sections of pipe. Lining of special pieces or fittings shall be by mechanical, pneumatic, or hand placement. Provide cement mortar lining of uniform thickness. Finish to a smooth dense surface. 2. Steel plate fittings and specials larger than 16 inches in diameter shall have lining reinforced with 2-inch-by-4-inch No. 13 gage welded steel wire mesh. 3. Brace and support pipe during lining application to minimize pipe distortion or vibration. Bracing and supports shall not damage the pipe, coating, or lining. 4. Tightly close ends of pipe and fittings with plastic sheet caps. Plastic end caps shall be of sufficient thickness and strength to resist shipping, handling, and storage stresses. 5. Damage to the cement mortar lining, including spalling, loose, cracking, or blistering, caused by improper curing, shipping, handling, or installation shall be repaired in accordance with AWWA specifications and to the satisfaction of the Engineer. 6. Other requirements of mortar lining materials and processes: As specified in AWWA C205. B. Liquid Epoxy Lining: 1. Clean and coat the interior of cement mortar lined pipe at insulating joints or where specified with two coats of epoxy coating. 2. Epoxy coating applied at insulating joints shall be applied to both sides of the insulating joint for a minimum of one pipe diameter. If only one side of the joint can be coated the coating shall be applied for a minimum of two pipe diameters. 3. Mortar lining shall be allowed to cure 15 days or steam cured not less than 7 days prior to surface preparation of the mortar and epoxy coating application. Hand applied Item 14 Pipeline Coatings and Linings 09 97 16 - 17 PRP15160 – Lower Pressure Plane Transmission Line mortar lining shall be allowed to cure a minimum of 15 days or as required to meet the coating manufacturer’s requirements for application on cement or concrete, whichever is greater. 4. Prepared mortar lining by abrasive blasting to remove all laitance and create a suitable anchor profile. 5. Epoxy coating shall be applied in two coats minimum, at a total coating thickness of 16 mils dry film thickness. Coating applied over cement mortar lining shall be applied in a manner that will minimize gassing and pinholes in the completed lining. 6. Mortar lining shall be dry during epoxy lining application. 3.06 FIELD COATING JOINTS A. General: 1. All joints without a holdback primer shall be prepared as follows: a. Remove all oil and grease contamination from pipe and adjacent coating in accordance with SSPC-SP1, Solvent cleaning. b. Clean pipe surface and adjacent coating of all corrosion and other foreign contaminates in accordance with SSPC-SP11, Power Tool Cleaning to Bare Metal or abrasive blast joints in accordance with SSPC-SP10, near white metal blast. Clean the full circumference of the pipe and a minimum of 4 inches onto the existing coating. No profile is required with SP-11 preparation. 2. All joints with a holdback primer shall be prepared by removing all oil and grease in accordance with SSPC-SP1, Solvent Cleaning, followed by spot preparation of visible corrosion or rust in accordance with SSPC-SP11, Power Tool Cleaning to Bare Metal. 3. Remove all loose or damage pipe coating at joint and either repair the coating as specified herein or increase the length of the joint coating, where reasonable and practical. 4. Joint bonds shall be installed before application of joint coating as specified in Section 26 42 13 “Passive Cathodic Protection for Underground and Submerged Piping.” Joint bonds shall be low profile bonds and all gaps and crevices around the bonds shall be filled with mastic sealant. 5. Contractor to electrically test completed joint coating for holidays with high voltage spark tester at Engineer’s direction or if damage to the joint coating occurs. B. Weld After Backfill Joint Requirements: 1. Post-welded or ‘Weld after Backfill’ joints are defined as welded pipe joints that have been coated and backfilled prior to completing interior welds. 2. Post welded joints shall be coated and protected as follows: a. Joint coating shall be Canusa Aqua Shield AQW-HS or Raychem (Polyken) Covalanence WaterWrap - WAB heat shrink joint sleeves only. Tape wrapped joints will not be acceptable. Item 14 Pipeline Coatings and Linings 09 97 16 - 18 PRP15160 – Lower Pressure Plane Transmission Line b. Provide 6-inch wide Canusa Aqua Shield AQW-WAB (or Raychem Equivalent) protective layer centered over the interior weld location as recommended by the joint sleeve manufacturer. Heat resistant tape will not be acceptable. c. Hold back primer shall be suitable for post weld conditions as specified in this Section and shall not exhibit any binder breakdown in the heat affected zone that causes loss of joint coating adhesion to the holdback primer. d. Filler mastic materials shall be high temperature materials with 500°F melting point. e. Joints shall be buried prior to welding, with not less than 12-inch cover of soil or flowable fill material above the pipe, and minimum side and bottom of trench distances as shown in the project trench details. 3. Welding of the joints shall be in conformance with the Section 33 11 13.13 “Steel Pipe and Fittings,” and as indicated herein: a. All welding shall be wire-fed or with stick electrodes and two or more weld passes as required to meet the specified approved AWS qualified welding procedures and maximum coating temperature limitations. Not more than 1/8” shall be deposited per weld pass. ‘Weld after Backfill’ procedures must be approved by the Engineer based on field testing demonstrating the welding procedures can comply with the requirements of this Section. b. Welding speed, amperage, and voltage shall be as required to maintain a maximum heat input of 23,000 joules or a maximum surface temperature at the coating/steel interface of 800 F, whichever is least. c. Maximum weld temperature and duration shall not result in significant carbonization of the joint coating adhesive. Significant carbonization is defined as the loss of volatile organic compounds that result in substantial loss of tackiness, adhesion to the steel, and corrosion protection properties. d. Finished joint coating shall not have any visual creases or folds that extend through more than 50% of the joint coating backing material. 4. If Contractor elects to weld after backfill any joints, Contractor shall demonstrate that the joint welding procedures will not significantly damage the coating by using a temporary protype test joint of the minimum wall thickness used on the project. The test joint shall be backfilled, and each welder proposed for the project shall be tested. Each welder shall provide a complete weld a minimum of two feet of weld over head and below head. The test joint will be excavated after welding and destructively tested. The heat shrink sleeve shall be tested by an adhesion test in accordance with ASTM D1000, and shall meet an adhesion value of 15 lb-inch. Test shall be performed directly over the weld (parallel) and perpendicular to the weld. The sleeve backing shall not rip, tear, or split. The test shall be done a minimum of 24 hours after welding. Additionally, a visual inspection of the sleeve will be made to verify the sleeve is not damaged beyond the limts of this specification. Additionally, excavate the first two joints for evaluation of the joint coating condition. Engineer will randomly select up to three additional post-welded joints for excavation by Contractor for evaluation of joint coating condition. Joint coating will be destructively evaluated by the Engineer. Contractor will remove and replace joint heat shrink sleeve upon completion of the evaluation. Item 14 Pipeline Coatings and Linings 09 97 16 - 19 PRP15160 – Lower Pressure Plane Transmission Line 5. In the event that any excavated post welded joint exhibits any heat related damage as defined herein, Contractor shall modify and test a new welding after backfill procedure prior to completing any additional welded joints. Contractor shall demonstrate that the revised joint welding procedure will not significantly damage the coating by repeating the weld after backfill evaluation requirements defined in this Section, including excavation of the three additional randomly selected joints for destructive evaluation. C. Heat Shrink Sleeve Joint Coating: 1. Store, handle, and apply field heat shrink sleeve coatings in accordance with AWWA C216 and the Specifications. 2. Store sleeves in shipping box until use is required. Keep dry and sheltered from exposure to direct sunlight. Store off the ground or concrete floors and maintain at a temperature between 60°F and 100° as recommended by the sleeve manufacturer. 3. Metal surface shall be free of all dirt, dust, and surface corrosion prior to sleeve application. Surface preparation shall be in accordance with the joint coating manufacturer’s recommendations. 4. Where corrosion in the holdback area is visible, surfaces shall be prepared in accordance with SSPC-SP10, near white metal blast, or SSPC-SP11, power tool cleaning to bare metal. 5. Preheat pipe uniformly as recommended by the sleeve manufacturer. Monitor pipe temperature using a surface temperature gauge, infrared thermometer, or color changing crayons. Protect preheated pipe from rain, snow, frost, or moisture with tenting or shields and do not permit the joint to cool. 6. Fill all cracks, crevices, gaps, and step-downs greater than 1/8 inch with filler mastic in accordance with the manufacturer’s recommendations for the full circumference of the pipe. 7. Apply heat shrink sleeve when it is at a minimum temperature of 40°F and while maintaining the pipe temperature above the preheat temperature specified. Apply sleeve in accordance with the manufacturer’s instructions and center the sleeve over the joint to provide a minimum 2 inch overlap onto the existing pipe coating. 8. Completed joint sleeve shall be fully bonded to the pipe and existing coating surface without voids. Mastic beading shall be visible along the full circumference of the sleeve. There shall be no wrinkling or excessive burns on the sleeves. Sleeves that do not meet these requirements shall be removed and the joint recoated as directed by the Engineer. Minor repairs may be repaired using heat applied patch material specified for minor coating repairs. 9. Allow the sleeve to cool before backfilling. In hot climates, provide shading from direct sunlight. Water quenching will be allowed only when permitted by the sleeve manufacturer. 10. Heat shrink joint coatings which have become wrinkled or disbonded because of prolonged exposure to UV light or thermal cycling shall be removed and replaced. Item 14 Pipeline Coatings and Linings 09 97 16 - 20 PRP15160 – Lower Pressure Plane Transmission Line 11. Double coating of defective or damaged heat shrink coatings will not be permitted. Any double coated heat shrink sleeves shall be immediately rejected and Contractor shall remove the existing coating and recoat the joint. 3.07 REPAIR OF COATING AND LININGS A. General: 1. All areas where holidays are detected or coating is visually damaged, such as blisters, tears, rips, bubbles, wrinkles, cuts, or other defects shall be repaired. Areas where no holidays are detected, but are visually damaged shall also be repaired. 2. Maximum defects allowable shall be as specified herein for the coating system. B. Polyurethane Coating or Lining Repairs: 1. General: a. Complete coating or lining repairs in accordance with the coating manufacturers written instructions and the Specifications, whichever is stricter. b. Defect Size: 1). Minor Repairs: Repairs that are less than 6 inches in the greatest dimension. 2). Major Repairs: Repairs that exceed 6 inches in the greatest dimension. c. Pipes exceeding the maximum number or size of coating defects shall be stripped of coating, reblasted, and recoated. 2. Maximum Quantity of Defects Allowed: a. Minor coating or lining repairs on any joint of pipe shall not exceed 1.5 per 100 square feet of surface area. 1). Two or more minor repairs within a 6 inches diameter circle will be considered a single repair. 2). Repairs for adhesion testing will not be included in the total number of repairs. b. Major repairs shall not exceed two per pipe joint and the combined area shall not be greater than 20 percent of the pipe. c. Pipes exceeding the maximum number or size of coating defects shall be stripped of coating, reblasted, and recoated. d. Pipe arriving in the field with defects or repairs exceeding the maximum number or size of coating defects will be returned to the shop for recoating at the Contractor’s expense. 3. Minor Repairs: a. Coating or lining repairs on any joint of pipe shall not exceed 1.5 per 100 square feet of surface area. b. Two or more minor repairs within 6 inches diameter circle will be considered a single repair. c. Repairs for adhesion testing will not be included in the total number of repairs. Item 14 Pipeline Coatings and Linings 09 97 16 - 21 PRP15160 – Lower Pressure Plane Transmission Line d. Minor repairs: 1). Surface Preparation: Clean and feather the defect by power tool sanding with 80 grit or coarser sandpaper to roughen the existing coat and feather the edges of the defect for a minimum of 2 inches around the defect. 2). Shop repair Materials: a). Slow setting parent material polyurethane coating material in syringes or other single use packaging that controls mix ratio. b). Coating manufacturer’s polyurethane coating repair products subject to Engineer approval. 3). Field Repair Materials: a). Melt stick coating repair (not acceptable for repairs greater than 1-inch diameter); ScotchCoat P206, Canusa Melt Stick, or approved equal. b). Heat applied coating materials; CRP Patch, Canusa; PERP Patch, Tyco Adhesives, or approved equal. c). Coating manufacturer’s polyurethane coating repair products subject to Engineer approval. 4). Apply a single coat of the specified patch coating material at the specified coating thickness. 5). Polyurethane or epoxy repair adhesion shall be 50 percent of the specified coating adhesion. 4. Major Repairs: a. Major repairs shall not exceed two per pipe joint and the combined area shall not be greater than 20 percent of the pipe. b. Major repairs: 1). Surface Preparation: a). The metal surface and surrounding coating shall be abrasively blasted in accordance with SSPC-SP10, near white metal, or to equal in cleanliness and profile as the original surface preparation. b). Existing coating shall be feathered and roughened to the equivalent of 40 grit sandpaper. 2). Shop Repair Materials: a). Same material as the pipeline coating or lining and shall be applied by using plural component spray equipment. 3). Field Repair Materials: a). Same material as the pipeline coating or lining and shall be applied by using plural component spray equipment. b). Heat shrink sleeves as specified for pipeline joints. Item 14 Pipeline Coatings and Linings 09 97 16 - 22 PRP15160 – Lower Pressure Plane Transmission Line c. One coat of the specified original coating material shall be applied over the repaired surface at the specified thickness. d. Repair adhesion shall be equal to the specified coating adhesion. C. Cement Mortar Coating: 1. Cement mortar coating that is cracked or disbonded shall be repaired in accordance with AWWA C205, except for mortar overcoat on dielectric coated steel. 2. Disbonded mortar coating shall be removed and patched. 3. Mortar coating with disbondment greater than 25 percent of the pipe surface shall be rejected and recoated. 4. Cracks in mortar coating shall be repaired in accordance with AWWA C205. 3.08 INSPECTION AND TESTING A. General: 1. Applicator shall inspect and test the coating system in accordance with referenced standards and the Specifications, whichever is more stringent. 2. The frequency of the testing shall be determined by the applicator, but shall not be less than the requirements of this Section. 3. Owner or Owner’s representative will conduct random independent inspections and tests for the final acceptance or rejection of pipe coating or lining. 4. Contractor to perform holiday testing in the field using equipment provided as specified in Paragraph 2.02. Tests will be completed in the presence of the Owner’s representative on each joint of pipe and fitting once the pipe has been lifted to be lowered into the trench. Holidays shall be repaired as specified. B. Surface Profile Testing 1. Surface profile of abrasive blasted surfaces to be tested with “Press-O-Film” tester tape or equivalent in accordance with NACE RP287. 2. Tester tape shall be suitable for the intended profile height. 3. Profile shall be measured to a minimum tolerance of 0.1 mils, maximum. 4. Electronic surface profilometers shall be used, as deemed necessary, to verify tester tape measurements. C. Adhesion Testing: 1. General: a. Adhesion testing shall be conducted at the shop prior to shipment. Pipe shipped without adhesion testing will be field-tested. Pipe rejected in the field will be returned to the shop for repair at the sole expense of the Contractor. b. A minimum of two pipes shall be tested for adhesion from each lot of pipe coated up to 3000 square feet of pipe. An additional adhesion test will be conducted on every increment up to 2000 square feet of pipe coated in excess of the first 3000 square feet of pipe. (i.e. if one workday of production is 7000 square feet of pipe, Item 14 Pipeline Coatings and Linings 09 97 16 - 23 PRP15160 – Lower Pressure Plane Transmission Line four adhesion tests will be conducted on the pipe lot.) Adhesion testing shall be conducted on not less than 50 percent of each pipe produced within a lot. c. A pipe lot is defined as the quantity of pipe that is coated by a single crew within a work shift, but not to exceed 12 hours. d. The pipe coating applicator shall repair all coating damage from shop adhesion testing. Contractor shall be responsible for coating repairs for all field adhesion testing. e. Adhesion tests shall be performed not less than 24 hours after coating application. Tests conducted prior to 24 hours will be acceptable only if the test meets or exceeds the adhesion criteria specified and the test was requested by the pipe fabricator. f. Pipe shall be randomly selected for adhesion testing. The Owner reserves the right to perform adhesion testing at any time or location. 2. Rejection of Coating: a. If any pipe within a lot fails to meet the test criteria specified for the coating type, that pipe shall be rejected along with all other pipes within the lot. Each pipe within the rejected pipe lot will then be individually tested and rejected on a pipe-by-pipe basis in conformance with the test procedures and criteria specific for the coating type. b. All rejected pipe shall have all coating removed from the full length pipe and the pipe abrasive blasted and recoated. 3. Polyurethane Adhesion Testing: a. Polyurethane coatings or linings shall have an adhesion to steel of 1,750 pounds per square inch, minimum. One pull test will be required. If the test shows adhesive or cohesive failure values less than 1750 psi, then two additional test shall be taken within 4 inches of the failing pull test. If the average of the three tests is less than 1750 psi, or any test is below 1500 psi, then the adhesion test shall be deemed a failed test and the pipe will be rejected. If the average is above 1750 psi and no single pull is below 1500 psi, then the test will be deemed a passing test. If a test fails, then all pipe segments within the lot shall be tested using three adhesion pulls per pipe segment within 4 inches of each other. Again, if the average of three tests is less than 1750 psi, or a single pull is less than 1500 psi, then the pipe segment will be rejected. If more than 25% of the segments within a lot fail, then the entire lot shall be rejected. b. Polyurethane coating adhesion to steel substrates shall be tested using pneumatic pull off equipment, such as Delfesko Positest, in accordance with ASTM D4541 and AWWA C222, except as modified in this section. All adhesion tests shall be performed at an applied load rate of 100 psi per second, plus or minus 10 psi. Automatic pull rate adhesion test equipment shall be used. (a) Adhesion tests shall be based on the ASTM D4541 standard, 20 mm diameter dollies. (b) All three tests shall be conducted by the same person, test equipment, and test procedure. Item 14 Pipeline Coatings and Linings 09 97 16 - 24 PRP15160 – Lower Pressure Plane Transmission Line (c) All dollies shall be scored to metal substrate using manual methods and tools, normal to the pipe surface, and in a manner that does not stress or over heat the coating. (d) Adhesion testing shall be performed at temperatures between 55 and 100 degrees F. Tests may be performed at temperatures up to 115 degrees F or as low as 45 degrees if testing can demonstrate no statistically detectable affect in the test results and subject to Engineer approval. c. Adhesion testing records shall include pipe identification, surface tested (interior or exterior), surface temperature, coating thickness, tensile force applied, mode of failure, and percentage of substrate failure relative of dolly surface. Records of all adhesion tests shall be maintained in an electronic spreadsheet that includes pipe identification, pipe coating date, adhesion test date, surface tested (interior or exterior), surface temperature at time of test, coating thickness, tensile force applied, applied load rate per second, mode of failure, and percentages of failure types present relative to dolly surface area d. Dollies for adhesion testing shall be glued to the coating surface and allowed to cure for a minimum of 12 hours. Because of high cohesive strength, polyurethane coatings shall be scored around the dolly prior to conducting the adhesion test. e. Failure shall be by adhesive and cohesive failure only. Adhesive failure is defined as separation of the coating from the steel substrate. Cohesive failure is defined as failure within the coating, resulting in coating remaining both on the steel substrate and dolly. f. Partial substrate and glue failures will be retested if the substrate failure is less than 50 percent relative of the dolly surface area and the applied tension was less than the specified adhesion. Pipes that have partial substrate failures greater than 50 percent and less than the specified adhesion will be rejected as a substrate adhesion failure. g. Glue failures in excess of the minimum required tensile adhesion would be accepted as meeting the specified adhesion requirements. h. Adhesion tests will be conducted on polyurethane pipe coating and lining independently and will be accepted or rejected independently of the other. D. Repair patches on the polyurethane coating shall be randomly selected for adhesion testing in a manner as described herein and at the discretion of the coating inspector conducting the adhesion tests. Adhesion of repairs shall be as specified for the type of repair. A minimum of two adhesion tests per week shall be provided for repair patches. E. Holiday Testing: 1. Holiday tests on polyurethane coatings or linings will be conducted on the completed coating or lining after cure or 24-hours, whichever is less, using a high voltage spark test in accordance with NACE Standard RP 0274 and the Specifications. In addition, the pipe shall be holiday tested after storage and delivery to the jobsite, approximately one day prior to installation in the trench. 2. Coating thickness used for holiday testing shall be the minimum specified coating thickness. Item 14 Pipeline Coatings and Linings 09 97 16 - 25 PRP15160 – Lower Pressure Plane Transmission Line F. Dry Film Thickness Testing: 1. Coatings shall be tested for dry film thickness using a properly calibrated magnetic pull off or eddy current equipment. 2. Coating thickness measurements shall be conducted as necessary and without limitation. Testing conformance to the requirements of SSPC PA-2 is specifically excluded from this Section. 3.09 HANDLING, TRANSPORTATION, AND STORAGE A. Pipe shall be handled in such a manner as to protect the pipe and coating from damage. B. Coated pipe shall not be shipped or installed until coating has developed full adhesion and cure. C. During coating application, storage, loading, transportation, unloading, laying and installation, every precaution shall be taken to protect and prevent damage to pipe, lining, and coating. Forklift equipment shall have all bearing surfaces padded with suitable padding material. Lift pipe with web slings a minimum of 12-inch wide and of a type that will not damage the coating. Metal chains, cable, tongs, forklifts or other equipment likely to damage the coating will not be permitted. Dragging or skidding of pipe on grade or in the trench will not be permitted. D. Provide transportation vehicles with padded bolsters between each layer of pipe and heavy padding under load ties. Bolsters shall be curved to fit the outside of the pipe and 12 inches wide, minimum. All pipe contact locations shall be heavily padded with carpet and strips of the outer tape wrap material (adhesive side against the carpet) during shipment to the Site and from the storage yard to the point of installation. E. Pipe shall not be stored on rocks, gravel, or other hard materials that might damage the coating. Provide padded 12-inch wide skids and chucks, sand bags, select loamy or sand berms, or suspended from cutback ends, where possible, to minimize coating damage. Pipe shall not be laid on asphalt without suitable padding at all contact points. F. Pipe shall be inspected by the Contractor at the Site for damage. Any damage to the pipe, lining, or coating shall be repaired as directed if, in the opinion of the Engineer, a satisfactory repair can be made; otherwise, the damaged section shall be replaced at the sole expense to the Contractor. G. No metal tools or heavy objects shall be permitted to come into contact unnecessarily with the finished coating. Workmen shall not be permitted to walk on the coating except when absolutely necessary and approved by the Engineer. When permitted, shoes with rubber or composition soles and heels or other suitable footwear that will not damage coating shall be used. H. Long-term Exposure: Pipe shall either be provided with UV inhibitor for storage longer than one year or above grade exposure or covered to prevent UV degradation of outer wrap. Amount of UV stabilizers required will depend on the Project location, laying schedule, anticipated length of exposure, and type of outer wrap. Manufacturer shall be consulted for recommended UV inhibitors requirements or pipe shall be stored under a protective cover. Protective covering can be colored plastic sheeting, canvas, or other UV blocking material. Item 14 Pipeline Coatings and Linings 09 97 16 - 26 PRP15160 – Lower Pressure Plane Transmission Line Clear plastic sheets are not acceptable. Areas of coating that display UV degradation shall be removed and repaired at sole cost of the Contractor. I. End Caps: Pipe ends of mortar lined pipe and fittings shall be tightly closed with a plastic wrap to aid in curing and to minimize drying out of and contamination of the lining. Plastic end cap shall consist of a minimum of one 10-mil sheet of polyethylene or other suitable material. End caps shall be substantial enough to resist shipment, handling, and storage loads and firmly attached in place. The plastic end cap shall remain intact and in place until pipe installation. Damaged or missing plastic end caps shall be repaired or replaced. END OF SECTION Item 14 LOWER PRESSURE PLANE PIPELINE 2016-67-B DIVISION 26 ELECTRICAL Item 14 Passive Cathodic Protection for Underground and Submerged Piping 26 42 13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 26 42 13 PASSIVE CATHODIC PROTECTION FOR UNDERGROUND AND SUBMERGED PIPING 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install corrosion protection and monitoring system as shown on the Drawings including electrical isolation, continuity bonding (where indicated), test stations, cathodic protection devices and all electrical connections and wiring required for a complete and workable system. B. The Contractor shall provide insulated connections using dielectric insulated gaskets, sleeves, and washers if a connection is made to any pipe of dissimilar material. C. Bar-wrapped concrete cylinder pipe and polyurethane coated steel pipe are to have bonded joints. D. Polyurethane coated steel pipe shall have 48-pound magnesium anode installed on every third pipe joint or on intervals not exceeding 150 feet. E. The following shall be installed at each air valve and blowoff valve: 1. Test station. 2. Insulated gaskets. 3. Nine-pound magnesium anode. F. All metal surfaces, flanges, outlets, connections, etc., are to be coated as indicated on the Drawings. 1.02 QUALITY ASSURANCE A. All equipment and materials shall be new and of the highest quality. B. All Work shall be accomplished by qualified, experienced personnel working under continuous, competent supervision. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Shop Drawings: Contractor shall submit drawings and catalog data for flanged gaskets, insulating sleeves and washers, anodes, test stations, etc. 2. Record Drawings: Record drawings for the system shall be maintained by the Contractor during installation and construction. Exact locations of all test boxes, insulated pipe flange kits, anodes, and buried wires shall be indicated on the record drawings. All items of equipment and material shall be properly identified on the record drawings. 3. Certified Test Reports: Certified Test Reports shall be submitted for all corrosion protection and monitoring devices installed on the Project. Item 14 Passive Cathodic Protection for Underground and Submerged Piping 26 42 13 - 2 PRP15160 – Lower Pressure Plane Transmission Line 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American National Standards Institute (ANSI). 2. Institute of Electrical and Electronic Engineers (IEEE). 3. National Electrical Manufacturers Association (NEMA). 4. Underwriter’s Laboratory (UL). 2.00 ELECTRICAL ISOLATION 2.01 INSULATING FLANGES A. Complete assembly shall have an ANSI rating of 150 pounds, minimum, or equal to or higher than that of the joint and pipeline. B. Gasket materials shall be resistant to intended chemical exposure, operating temperatures, and pressures in the pipeline. C. Gaskets: Full-face Type E with O ring seal. D. Insulating Sleeves: Full-length Mylar or fiberglass reinforced epoxy (NEMA G 10 grade). E. Insulating Washers: Fiberglass reinforced epoxy (NEMA G 10 grade). F. Steel Washers: Plated, hot-rolled steel, 1/8 inch thick. G. Manufacturers: 1. Pacific Seal, Inc., Burbank, CA. 2. Central Plastics Co., Shawnee, OK. 2.02 INSULATING FLANGE RESISTANCE A. After installation, the Contractor shall measure the electrical resistance across the flange with an ohmmeter. The minimum acceptable resistance shall be 50,000 ohms. The pipe shall be empty at the time of test. This test shall be made with at least one side of the flanged joint ungrounded, or if both sides of the flange joint are grounded, a test voltage of 20 millivolts shall be used. 2.03 BYPASSING INSULATING FLANGES A. Care shall be exercised to avoid bypassing (shorting) the insulating flanges with small diameter piping, instrumentation lines, miscellaneous cable, wire rope, or other metallic objects and electrical “grounds”. Where such metallic piping or conduits are required, they shall be electrically insulated by use of nonmetallic conduits or with approved insulating flanges or bushings. In no case shall an electrical jumper be used across the insulating flange or joint. 2.04 FOREIGN LINES Item 14 Passive Cathodic Protection for Underground and Submerged Piping 26 42 13 - 3 PRP15160 – Lower Pressure Plane Transmission Line A. The Contractor shall maintain electrical isolation along the right-of-way between the carrier pipe and all foreign metallic structures including but not limited to metallic pipelines, cables, and conduits. 2.05 STEEL CASED CROSSINGS A. Electrical isolation shall be maintained between carrier pipe and steel casing pipe for all cased crossings. The Contractor shall inform the Owner’s representative upon completion of each cased crossing. Testing to verify electrical isolation will be performed and paid for by the Contractor. If the test shows a “shorted” condition, the Contractor shall, at his expense, clear the “short”. The Contractor shall pay for any retesting of “shorted” casings required. 3.00 MONITORING 3.01 TEST STATIONS A. Contractor shall provide test stations as shown on the Drawings. 3.02 TEST STATION TERMINAL BOARD A. Monitoring station terminal boards shall be provided at each test station as shown on the Drawings. Each terminal board shall be designed for a specific monitoring function. B. Terminal boards for terminating test leads for test stations shall be made of high dielectric strength polycarbonate resin, such as Lexan. All terminal hardware shall be nickel or cadmium plated. The terminal boards shall be as manufactured by Cott Manufacturing Company of Gardena, California, or approved equal. C. The terminal board shall be identified by permanent marking equivalent to Dymo tape writer. Permanent marking labels shall state type of test station, size of carrier pipe, and survey station. D. When test station is connecting to foreign lines, labels shall state foreign pipeline size, product, and Owner. 4.00 ELECTRICAL CONTINUITY BONDS A. All rubber-gasketed pipe joints, except field welded and insulating joints, shall be continuity bonded. Three steel bonding clips shall be used per joint as shown on the Drawings. B. The bonded joints shall be inspected and approved by the Owner’s representative before coating of the bond area. The bonds shall be covered completely with a proper coating material as shown in the on the Drawings. 5.00 WIRE AND CABLE FOR TEST STATIONS 5.01 WIRE CONSTRUCTION A. All wire and cables shall be single conductor copper, stranded or welding cable for sizes No. 6 and larger, and solid or stranded for sizes No. 8 and smaller. Item 14 Passive Cathodic Protection for Underground and Submerged Piping 26 42 13 - 4 PRP15160 – Lower Pressure Plane Transmission Line 5.02 WIRE INSULATION A. All wire and cables shall be insulated with 600-volt class insulation with moisture and rot resistant characteristics equivalent to polyvinyl chloride or polyethylene. All wire and cables shall be suitable for direct burial. 5.03 WIRE SPLICING A. Wires and cables shall not be spliced. 5.04 WIRE AND CABLE TO CARRIER PIPE CONNECTION A. Cable to carrier pipe connections shall be installed in the manner and at locations shown on the Drawings. The cable shall be clean and dry. Any mechanically deformed or out-of-round cable shall be repaired by cutting off the defective end. The carrier pipe surface shall be cleaned to white metal by blasting, grinding, or filing prior to welding the copper conductor and shall be dry at the time of welding. Notification shall be given to the Owner’s representative so that the Owner’s representative may witness the welding. The copper wire shall be welded to the carrier pipe by the thermite welding process unless otherwise noted. Only sufficient insulation shall be removed from the conductor to allow placement in the welding mold. In thermite welding, the cartridge size shall be kept to the minimum size required to complete the weld. After the weld is cooled, all slag shall be removed and the weld shall be tested with a sharp blow from a 2-pound hammer to ensure proper weld. All defective welds shall be removed and replaced at no cost to the Owner. 5.05 WIRE AND CABLE INSULATION WITH A FLEXIBLE DIELECTRIC A. A bitumastic coating, or approved equal, shall be applied over the thermite weld and extend up 1 inch on the insulation of the AWG cables. All exposed copper wire or cables for direct burial shall be fully insulated with a flexible dielectric material. 5.06 WIRE AND CABLE MECHANICAL BARRIER A. Flexible dielectric wire and cable insulation shall be covered with a suitable mechanical barrier covering. Cables and wires shall be circumferentially wrapped with 2 layers, 50 percent overlap each, of 3M Scotch 33 electrical tape or equal. The mechanical barrier covering shall extend up on the cable 1 inch beyond the 3M Scotch putty. Carrier aqueduct shall be repaired with equal coating over the 3M Scotch putty. 6.00 ANODES A. Anodes shall be prepackaged, high potential magnesium anodes of sizes shown on the Drawings and shall be buried at the depths shown in approved conductive backfill material as recommended by the manufacturer. 7.00 INSPECTION AND TESTING A. After the pipe has been laid and backfilled, the Contractor shall conduct an inspection of the corrosion monitoring system, including the proper installation of anodes, insulating flanges, electrical isolation, electrical continuity of the carrier pipe and test stations. If any Item 14 Passive Cathodic Protection for Underground and Submerged Piping 26 42 13 - 5 PRP15160 – Lower Pressure Plane Transmission Line deficiencies of the corrosion protection and monitoring system are noted, the Contractor, at his sole expense, shall locate deficiencies and make the necessary corrections. The system shall be retested at no additional expense to the Owner. END OF SECTION Item 14 LOWER PRESSURE PLANE PIPELINE 2016-67-B DIVISION 31 EARTHWORK Item 14 Soils for Earthwork 31 05 13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 31 05 13 SOILS FOR EARTHWORK 1.00 GENERAL 1.01 WORK INCLUDED A. This Section of the specifications describes the various classes of Earth Fill. All of the classes of Earth Fill contained in this specification may not be used on this project. The classes of Earth Fill used on this project are shown on the drawings or specified in other sections of the specifications. This Section does not include specifications for placement and compaction of Earth Fill. Specifications for placement and compaction of Earth Fill are included in other sections of the specifications and/or shown on the drawings. 1.02 STANDARDS A. Soil materials shall be classified into the appropriate class of Earth Fill shown below according to ASTM D2487 “Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)” or other appropriate methods as designated by the Engineer. 2.00 PRODUCTS 2.01 MATERIALS; CLASSIFICATIONS A. Class 1 Earth Fill: Limited to clays and sandy clays classified as CH material with a liquid limit greater than or equal to 50, a plasticity index greater than or equal to 25, and a minimum of 60 percent passing the No. 200 sieve, which are free of organic materials. B. Class 2 Earth Fill: Limited to clays and sandy clays classified as CH and CL materials with a coefficient of permeability less than or equal to 1.0 x 10-7 cm/sec, a liquid limit greater than or equal to 30, a plasticity index greater than or equal to 15, and more than 50 percent passing the No. 200 sieve, which are free of organic materials. C. Class 3 Earth Fill: Consist of any materials classified as CH, CL, SM, SP, SP-SM, SC, and GC, which have a minimum plasticity index of 4, which are free of organic materials. D. Class 4 Earth Fill: Consist of materials which are classified as SP, SM, SC, CL, or dual classifications thereof, which have a liquid limit less than or equal to 35 and a plasticity index of a minimum of 7 and a maximum of 15, which are free of organic materials. E. Class 5 Earth Fill: Consist of materials classified as SP or SP-SM which have a plasticity index less than or equal to 4 and a maximum of 12 percent passing the No. 200 sieve, which are free of organic materials. F. Class 12 Earth Fill: Consist of soils suitable for topsoil which are relatively free of stones or other objectionable debris, which have sufficient humus content to readily support vegetative growth. The suitability of soils for topsoil shall be subject to the approval of the Engineer. END OF SECTION Item 14 Flowable Fill 31 23 23.34 - 1 PRP15160 – Lower Pressure Plane Transmission Line 31 23 23.33 FLOWABLE FILL 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment, and incidentals necessary to mix and place flowable fill, consisting of Portland cement, fine aggregate, fly ash, and water in the proper proportions as specified hereinafter. Flowable fill (Controlled Low-Strength Material, CLSM) shall be used to bed and backfill around piping, utilities, and structures where indicated. 1.02 QUALITY ASSURANCE A. Design Criteria – Flowable Fill Proportions and Consistency: Flowable fill shall be proportioned to give the necessary workability, strength, and consistency, and shall conform to the following governing requirements: 1. Permeability: Maximum permeability limit of 1x10 -6 cm/sec. This limit shall apply at all locations where flowable fill is used as a utility trench plug (dam) within trench backfill materials. 1. Subsidence: Evaporation of bleed water shall not result in shrinkage of more than 1/8 inch per ft. of flowable fill depth. Measurement of a Final Bleeding shall be as measured in Section 10 of ASTM C940. 2. Strength for Excavatable Flowable Fill: Unconfined compressive strength at 28-days when tested in accordance with ASTM D4832: 100 psi (+/- 50 psi). a. The 1-year strength shall not exceed 150 psi. b. Where indicated provide Excavatable Flowable Fill around utilities, unless noted otherwise. c. Excavatable Flowable Fill shall be excavatable with hand tools and conventional machinery such as backhoes. 3. Strength for Non-Excavatable Flowable Fill: Unconfined compressive strength at 28- days when tested in accordance with ASTM D4832: 150 psi minimum. a. Where indicated provide Non-Excavatable Flowable Fill below structures and/or around structures, unless noted otherwise. 4. Fluidity: Flowable fill shall be self-consolidating and non-segregating in accordance with ASTM C1611: a. Slump Flow Test: Minimum 20-inch mean spread. b. Visual Stability Index (VSI) Test: Less than or equal to 1. B. Factory Testing: The Contractor shall be responsible for the design of the material. A trial mix shall be designed by an independent testing laboratory, retained by the Contractor. The testing laboratory shall submit verification that the materials and proportions of the trial mix design meets the requirement of the Specifications. In lieu of trial mix design, Contractor may submit historical data for a mix design used successfully in previous similar work. The Contractor shall not make changes in materials, either in gradation, source, or Item 14 Flowable Fill 31 23 23.34 - 2 PRP15160 – Lower Pressure Plane Transmission Line brand, or proportions of the mixture after having been approved, except by specific approval of the Engineer. C. Owner Testing: It is the responsibility of the Contractor to achieve and maintain the quality of material required by this Section. However, the Owner may secure the services of an independent testing laboratory to verify the quality of the flowable fill. The Owner shall have the right to require additional testing, strengthening, or replacement of flowable fill which has failed to meet the minimum requirements of this Section. 1.03 SUBMITTALS A. Submit mix design on each material required. Provide backup data as required below. B. Submit historical or trial mix data and test results as a basis for mix design approval. Required data shall include: 1. Permeability test results if plugs are required on Project. 2. Subsidence test results. 3. Strength test results for Excavatable Flowable Fill and Non-Excavatable Flowable Fill if used on Project. 4. Fluidity test results. 1.04 STANDARDS AND REFERENCES A. Materials shall meet recommendation for mix design and placement, as published by National Ready Mixed Concrete Association. B. The applicable provisions of the following references and standards shall apply to this Section as if written herein in their entirety. 1. American Society for Testing and Materials (ASTM) Standards: ASTM C33 Specification for Concrete Aggregates ASTM C40 Test Method for Organic Impurities in Fine Aggregates for Concrete ASTM C150 Specification for Portland Cement ASTM C618 Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as Mineral Admixture in Portland Cement Concrete ASTM C940 Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory ASTM C1611 Standard Test Method for Slump Flow of Self Consolidating Concrete ASTM D4832 Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders 2.00 PRODUCTS 2.01 MATERIALS A. Cement: Type I Portland cement conforming to ASTM C150. Item 14 Flowable Fill 31 23 23.34 - 3 PRP15160 – Lower Pressure Plane Transmission Line B. Fine Aggregate: Fine aggregate consisting of natural, washed and screened sand having clean, hard, strong, durable, uncoated grains complying with the requirements for ASTM C33. The sand shall generally be of such size that all will pass a 3/8-inch sieve, at least 95 percent pass a 1/4-inch screen and at least 80 percent pass a No. 8 sieve. Aggregate shall not contain strong alkali, or organic material which gives a color darker than the standard color when tested in accordance with ASTM C40. C. Fly Ash/Pozzolans: Fly ash shall be an ASTM C618, Class C fly ash. The fly ash may be used in controlled low-strength material. D. Water: Water for flowable fill shall be clean and free from oil, acid, alkali, organic matter or other harmful impurities. Water which is suitable for drinking or for ordinary household use will be acceptable for concrete. Where available, water shall be obtained from mains of a waterworks system. E. Performance Additive: As required to meet specification requirements: 1. DaraFill by Grace Construction Products. 2. Rheocell Rheofill by BASF The Chemical Company. 3. Sika Lightcrete Powder by Sika Corporation. F. Chemical Admixtures for Concrete per ASTM C494, as required by performance requirements. 2.02 MIXES A. In the determination of the amount of water required for mix, consideration shall be given to the moisture content of the aggregate. The net amount of water in the mix will be the amount added at the mixer; plus the free water in the aggregate; and minus the absorption of the aggregate, based on a 30 minute absorption period. No water allowance shall be made for evaporation after batching. B. The methods of measurement of materials shall be such that the proportions of water to cement can be closely controlled during the progress of the Work and easily checked at any time by the Owner’s representative. To avoid unnecessary or haphazard changes in consistency, the aggregate shall be obtained from sources which will insure a uniform quality and grading during any single day’s operation and they shall be delivered to the Work and handled in such a manner that the variation in moisture content will not interfere with the steady production of flowable fill of reasonable degree of uniformity. Sources of supply shall be approved by the Owner’s representative. C. All material shall be separately and accurately measured. Measurement may be made by weight or by volume, as determined by the Contractor; however; all equipment for measurement of materials shall be subject to approval by the Owner’s representative. 3.00 EXECUTION 3.01 INSTALLATION A. Contractor shall give the Owner’s representative sufficient advance notice before starting to place material in any area, to permit inspection of the area, and preparation for pouring. Item 14 Flowable Fill 31 23 23.34 - 4 PRP15160 – Lower Pressure Plane Transmission Line B. Conduct the operation of depositing the material so as to form a compact, dense, impervious mass, and so as not to develop air pockets in confined spaces. C. Unless specified otherwise, flowable fill shall be uniformly placed to the depth shown on the Drawings. The fill shall be brought up uniformly to the top of excavation elevation. Placement of flowable fill shall then cease and the fill protected from traffic for a period of 72 hours. 1. To prevent pipe flotation place material in lifts or provide alternate means. 2. Around structures, material shall be placed in lifts. Lift depth shall not exceed one-tenth of total structure embedment into subgrade nor 5 feet, whichever is less. 3. When multiple lifts are required, material shall be allowed to harden before placing next lift. Hardening time varies with each mix. Verify flowable fill has reached a penetration number of 1500, in accordance with ASTM C403, but not less than 5 hours. D. The material shall be placed against undisturbed trench walls, and shall not be placed on or against frozen ground. E. At time of placement the ambient temperature shall be 35 F and rising. 3.02 FIELD QUALITY CONTROL A. An approved testing laboratory shall perform the quality control testing of backfill operations. The testing laboratory shall sample material in accordance with ASTM D5971. The testing laboratory shall monitor backfill operation continuously or at intervals acceptable to the Owner and Engineer at structures. It shall be the responsibility of the Contractor to provide sufficient advance notification to the testing laboratory before backfill operations begin. 1. Strength: A strength test is the average of two cylinders per ASTM D4832. 2. Fluidity: A fluidity test is a Slump Flow Test and a VSI Test per ASTM C1611. 3. For all tests required, at a minimum perform one test per day, but not less than one per 150 cubic yards. END OF SECTION Item 14 Trench Safety 31 23 33.13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 31 23 33.13 TRENCH SAFETY 1.00 GENERAL 1.01 WORK INCLUDED A. This Section consists of the basic requirements that the Contractor must comply with in order to provide for the safety and health of workers in a trench and adjacent to structures and slopes. This Section is for the purpose of providing minimum performance specifications, and the Contractor shall develop, design, and implement the trench safety system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. B. Should the trench safety protection system require wider trenches than specified elsewhere, the Contractor shall be responsible for the costs associated with determining adequacy of pipe bedding and class, as well as purchase and installation of alternate materials. 1.02 STANDARDS A. The following standard shall be the minimum governing requirement of this Section and is hereby made a part of this Section as if written in its entirety. 1. Occupational Safety and Health Standards - Excavations (29 CFR Part 1926), U.S. Department of Labor, latest edition. B. Comply with the applicable Federal, State, and local rules, regulations, and ordinances. 1.03 SUBMITTALS A. Submit a copy of the Trench Safety Plan, signed and sealed by a licensed professional engineer registered in the State of Texas, for record purposes. The Contractor shall select an engineer based on competence and qualifications in accordance with Sec. 2254.004, Texas Government Code, and not on the basis of competitive bids and will certify to that effect with the Trench Safety Plan Submittal. END OF SECTION Item 14 Trenching and Backfill 31 23 33.16 - 1 PRP15160 – Lower Pressure Plane Transmission Line 31 23 33.16 TRENCHING AND BACKFILL 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to excavate and backfill as required for the construction of the facilities to the line, grade and extent indicated. 1.02 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Certified Test Reports for embedment material, coarse gravel, and flexbase. Certified Test Reports shall be from an independent laboratory. Test reports shall include sieve analysis Atterburg limits, and results of an Abrasion test. 2. Certified Test Reports for compaction tests. 3. A 5-gallon bucket of proposed granular embedment material. 1.03 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Society for Testing and Materials (ASTM): American Society for Testing and Materials (ASTM) ASTM C33 Specifications for Concrete Aggregates ASTM C131 Test Method for Resistance to Degredation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine ASTM C535 Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine ASTM D698 Test Methods for Moisture-Density Relations of Soils and Soil Aggregate Mixtures, Using 5.5-lb. Rammer and 12-Inch Drop ASTM D1556 Test Method for Density and Unit Weight of Soil In Place by the Sand Cone Method ASTM D2487 Classification of Solid for Engineering Purposes ASTM D2922 Test Method for Density of Soil and Soil-Aggregate In Place by Nuclear Methods ASTM D4253 Test Method for Maximum Index Density of Soils and Unit Weight of Soils Using Vibratory Tests ASTM D4914 Test Method for Density of Soil and Rock In Place by the Sand Replacement Method in a Test Pit ASTM G57 Method for Field Measurement of Soil Resistivity Using the Wenner Four-Electrode Method 2. American Water Works Association (AWWA): Item 14 Trenching and Backfill 31 23 33.16 - 2 PRP15160 – Lower Pressure Plane Transmission Line American Water Works Association (AWWA) AWWA C151 Ductile Iron Pipe AWWA C200 Steel Water Pipe 6” and Larger AWWA C301 Prestressed Concrete Pressure Pipe - Steel Cylinder Type for Water and Other Liquids AWWA C303 Reinforced Concrete Pressure Pipe - Steel Cylinder Type, Pretensioned, for Water and Other Liquids 3. Texas Department of Transportation (TxDOT): a.Texas Highway Department Standard Specifications for Road and Bridge Construction, latest edition. 1.04 JOB CONDITIONS A. Classification of Excavation: Excavation shall be “unclassified” and involves the removing of the necessary materials to provide the trench to the required width and depth. The Contractor, prior to submitting a proposal, must satisfy himself as to the actual sub surface conditions. No extra or separate payments shall be made for rock, dewatering, or any other condition. B. City, County, and Private Road Crossings: Where the Work is in the right-of-way of City, County and/or privately owned roads, the Owner will secure the necessary permits and easements for the Work. Work to be performed within the limits of the public right-of-way shall be in full accordance with the requirements of the easements and permits and as requested by the City, County, and/or private owner. Provide temporary access and detours for roads and driveways cut off during pipe laying operations. C. Protection of Existing Structures and Utilities 1. Prior to the manufacture of pipe and start of construction, the Contractor shall communicate with the local representative of all utility companies including, but not limited to oil, gas, electric and telephone companies, water and sanitary sewer utilities, and any other public or private utility companies in the location of the proposed construction in order to obtain the assistance of the utility owner in locating utility lines and in the avoidance of conflicts with utility lines. The Contractor shall uncover and determine the elevation and location of conflicts well ahead of the manufacture of the pipe. The Engineer has shown the approximate location of existing utilities as determined from field surveys and Record Data from utility companies. The fact that some utilities are not shown or are shown incorrectly in no way relieves the Contractor of his responsibility to locate all existing utilities. 2. The Contractor shall advise the Engineer of any existing utilities that are not shown on the Drawings, or are shown incorrectly, that affect the pipe layout. Contractor shall also propose a resolution to the utility conflict for the Engineer’s review. The Engineer will determine whether the utility will be relocated or the proposed pipeline location revised. If the pipeline location is revised, an adjustment to the Contract price will be made by adjusting the quantities for the various unit price pay items. If the proposed pipe grade is adjusted by 2 vertical feet or less, no Contract Price adjustment will be Item 14 Trenching and Backfill 31 23 33.16 - 3 PRP15160 – Lower Pressure Plane Transmission Line made. If the proposed pipe grade is adjusted by more than 2 vertical feet, a Contract Price adjustment will be agreed to as described in Article 6 of the General Conditions. 3. Utilities that affect the pipe layout will be interpreted by the Engineer as follows: a. Utilities that conflict with the grade of the proposed pipe will be interpreted as affecting the pipe layout. b. Utilities that conflict with the operations and maintenance of the proposed pipe will be interpreted as affecting the pipe layout. 4. Where excavation endangers adjacent structures and utilities, the Contractor shall, at his own expense, carefully support and protect such structures and/or utilities so that there shall be no damage. Costs of temporarily or permanently relocating the conflicting utilities shall be borne by the Contractor without extra compensation from the Owner. 5. If in the opinion of the Engineer, concrete backfill is necessary for the support of utility lines crossing trenches, the Engineer may direct 2000 psi concrete backfill to be used. Payment shall be made to the Contractor at the unit price bid for the installation of such quantity of the concrete backfill as directed by the Engineer. 1.05 MAINTENANCE AGREEMENT A. Following the certification of completion by the Engineer, maintain paved surfaces, unpaved trench surfaces, fences, curbs, sidewalks, and gutters, for a period of 12 months thereafter. Material and labor required for the maintenance shall be supplied by the Contractor, and the Work shall be done in a manner satisfactory to the Engineer. 2.00 PRODUCTS 2.01 MATERIALS A. Concrete Embedment, Cap, Blocking, and Encasement: Where concrete embedment, cap, blocking, or encasement is indicated or requested by the Engineer, it shall be 2000 psi compressive strength as specified in Section 03 30 53 “Miscellaneous Cast-In-Place Concrete.” B. Flowable Fill: Flowable fill shall be as specified in Section 31 23 23.33 “Flowable Fill.” C. Granular Embedment: 1. Granular embedment material shall be sandy gravel or blended sand and crushed rock, free from large stones, clay, and organic material. Embedment material shall be a soil classification of GW, GP, SW, or SP as determined by ASTM D2487. The embedment material shall be such that when wet, the fine material shall not form mud or muck. The embedment material shall be composed of angular, tough durable particles, free from thin, flat and elongated pieces, of suitable quality to insure permanence in the trench and have a percentage of wear of not more than 40 percent when tested in accordance with ASTM C131 or ASTM C535. The P.I. of the fines shall not exceed 3. Light weight aggregate is not acceptable for granular embedment. Material used for granular embedment shall have a resistivity of not less than 5000 ohms/cm as measured by ASTM G57. Item 14 Trenching and Backfill 31 23 33.16 - 4 PRP15160 – Lower Pressure Plane Transmission Line 2. This shall be cohesionless material meeting the following gradation requirements: Sieve Size Sq. Openings Amount Passing Percent by Weight 1/2”100 3/8”85-100 No. 4 10-30 No. 8 0-10 No. 16 0-5 D. Coarse Gravel: 1.Where coarse gravel is required for water drainage, restoration of trench foundation, or other uses, it shall be crushed stone or gravel and in compliance with ASTM C33 for Coarse Concrete Aggregate. Gradation shall be ASTM C33 No. 57, No. 67, or as follows: Sieve Size Sq. Openings Amount Passing Percent by Weight 1”95-100 3/4”55-85 1/2”25-50 No. 4 0-5 E. Select Material: Selected or processed excavated trench material free from rock fragments and clods larger than 2 inches greatest dimension. The select material shall be free of organic materials. Select materials shall be free of sharp or angular materials that could damage the pipe coating. F. Ordinary Material: Trench excavated material free from rock fragments and clods larger than 6 inches greatest dimension. The ordinary material shall be free of organic materials. G. Flexible Base Backfill: Complying with Item 247 of the Texas Highway Department Standard Specifications for Road and Bridge Construction, latest edition, Type A, Grade 1. H. Crushed Concrete Backfill: Complying with Item 247 of the Texas Highway Department Standard Specifications for Road and Bridge Construction, latest edition, Type D, Grade 1. I. Topsoil: Soil material relatively free of stones or other objectionable debris, which have sufficient humus content to readily support vegetative growth. The suitability of soil for topsoil shall be subject to approval by the Owner's representative. J. Flexible Base Pavement: Complying with Item 247 of the Texas Highway Department Standard Specifications for Road and Bridge Construction, latest edition, Type A, Grade 1 or 2, Flexible Base (Crushed Stone). K. Hot Mix Asphalt Concrete (HMAC): Complying with Item 340 of the Texas Highway Department Standard Specifications for Road and Bridge Construction, latest edition. L. Utility Detection Tape: Utility pipe detection tape, green in color for sewer, blue in color for water, with black non-degradable printing reading “CAUTION SANITARY SEWER LINE BURIED BELOW” or “CAUTION WATER LINE BURIED BELOW” shall be installed over all PVC, HDPE, or Item 14 Trenching and Backfill 31 23 33.16 - 5 PRP15160 – Lower Pressure Plane Transmission Line fiberglass pipelines 8 inches and larger. The tape shall be bright-colored, continuous-printed plasticized aluminum tape, intended for direct-burial service; not less than 6 inches wide by 5 mils thick. Detection tape must be installed above the pipe zone, 12 inches above pipe. M. Tracer Wire: All piping shall be installed with a continuous, insulated TW, THW, THWN or HMWPE insulated copper, 10 gauge or thicker wire for pipeline location purposes by means of an electronic line tracer. The wire shall be installed along the entire length of pipe. The insulation color shall match the color of the pipe being installed. Sections of wire shall be spliced together using approved splice caps and water proof seals. Twisting the wires together is not acceptable. 3.00 EXECUTION 3.01 TRENCH EXCAVATION A. General: 1. Excavate trenches to the alignment, width, and depth as indicated or as required for the proper installation of the pipe. Brace the trench and/or dewater the trench if necessary so that the workmen may work safely and efficiently. 2. Comply with all applicable laws, ordinances, rules, regulations and orders of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Comply with the requirements of Section 31 23 33.13 “Trench Safety.” 3. Dewater excavations so that the Work is performed in the “dry”. Bailing, pumping, and dewatering shall be at the Contractor’s expense. Use coarse gravel (at no extra cost to the Owner) instead of embedment material under the pipe to provide for the free drainage and flow of water in the pipe trench, where it is necessary, in order to keep the water level below the pipe barrel and bell holes for joints. The water removed from trenches shall be conducted to natural drainage ways, drains, or storm sewers in such a manner as to prevent damage to adjacent property or to the public. Pumps of ample capacity and in duplicate must be provided to ensure that once an excavation is made dry, the water is kept down until that part of the Work under construction is completed. 4. It is intended that the line be laid to the depth of cover shown on the Drawings. The minimum depth of cover shall be maintained at all locations unless shown otherwise. The approximate ground profile and the top of pipe profile show the relationship intended by the Engineer. The precise and detailed pipe layout is to be prepared by the Contractor and submitted to the Engineer for review. The responsibility for the workability of the detailed layout remains the responsibility of the Contractor. High points shall be located at air valves and air valves shall be located in pipe sections having a horizontal grade. 5. Where unforeseen existing utilities or other conditions warrant a revision of the pipe grade or alignment, the Contractor shall submit a revised pipe layout to the Engineer for review. No intermediate high or low points will be allowed in the pipe grade without the approval of the Engineer. B. Pipe Trench: Item 14 Trenching and Backfill 31 23 33.16 - 6 PRP15160 – Lower Pressure Plane Transmission Line 1. The “pipe zone” shall be defined as the zone from the bottom of the pipe trench to 12 inches above the top of the pipe. 2. The trench walls in the pipe zone shall be vertical. Trench widths shall be as shown on the Drawings. 3. Trench walls above the pipe zone may be laid back or benched where room permits as necessary to meet the requirements of OSHA. 4. For semi-rigid pipe, where the character of the trench walls is loose, unstable, saturated soft clays, quicksand or otherwise unable to provide adequate side support to maintain the required pipe deflection, the Contractor shall modify the backfill to keep the pipe within the limits of the specified pipe deflection. a. Contractor shall widen the trench excavation as necessary. b. Pipe shall be laid and trench backfilled with coarse gravel to the top of the pipe. Coarse gravel shall be compacted to 95 percent maximum density as measured by ASTM D4253. c. Contractor shall protect exterior pipe coating, and shall repair any damage caused by backfilling. d. Concrete encasement, soil cement or some other method approved by the Engineer may be used in lieu of this procedure. e. No additional compensation will be made for additional trench excavation, coarse gravel, concrete encasement, flowable fill, etc., for stabilizing the trench walls. C. Pipe Foundation: 1. Excavate the trench to an even grade so that the full length of the pipe barrel is supported and joints make up properly. Excavate the trench to the line and grade indicated and as directed by the Engineer. Grades shall be uniform between high points and low points to eliminate intermediate “highs and lows.” 2. The trench shall be “rough cut” a minimum of 6 inches below the bottom of the pipe. The “rough cut” dimension shall be increased as necessary to provide a minimum clearance of 2 inches from the bottom of the trench to the bottom of the bells, flanges, valves, fittings, etc. 3. The entire foundation area in the bottom of all excavations shall be firm, stable material. Loose material shall be removed, leaving a clean, flat trench bottom, and material shall not be disturbed below required sub grade except as hereinafter described. If the subgrade is soft, spongy, disintegrated, or where the character of the foundation materials is such that a proper foundation cannot be obtained at the elevation specified, then when directed by the Engineer the Contractor shall deepen the excavation to a depth where a satisfactory foundation can be obtained. The sub grade shall then be brought back to the required grade with coarse gravel, thoroughly compacted to 95 percent maximum density as measured by ASTM D4253. Payment for additional coarse gravel shall be made at the unit price bid in the proposal. D. Correcting Faulty Grade: 1. If the trench is excavated to a faulty grade (at a lower elevation than indicated), correct the faulty grade as specified below: Item 14 Trenching and Backfill 31 23 33.16 - 7 PRP15160 – Lower Pressure Plane Transmission Line a. In uniform, stable dry soils, correct the faulty grade with granular embedment material thoroughly compacted to 95 percent maximum density measured in accordance with ASTM D4253. b. In soft spongy disintegrated soils or where necessary to allow proper drainage, correct the faulty grade with coarse gravel compacted to 95 percent maximum density measured in accordance with ASTM D4253. E. Pipe Clearance in Rock: Remove ledge rock, rock fragments, or unyielding shale or marl to provide a clearance of at least 6 inches below the parts of the pipe, valves or fittings. Provide adequate clearance for properly jointing pipe laid in rock trenches at bell holes. Refill the excavation to grade with granular embedment material. F. Blasting Procedure: Blasting shall not be allowed. G. Bell Holes Required: 1. Bell holes of ample dimension shall be dug in trenches at each joint of pipe to permit the jointing to be made properly, visually inspected, and so that the pipe will rest on the full length of the barrel. 2. Pipe with field-applied exterior coatings shall have the joints excavated to sufficient depth to allow proper cleaning, application, testing and inspection of the field-applied coating system. H. Care of Surface Material for Reuse: Surface materials such as topsoil in its natural state, suitable for reuse in restoring the excavated surface, shall be kept separate from the general excavation material. The top 12 inches of the trench backfill shall be considered topsoil. Save the topsoil to be used as backfill of the top 12 inches of the trench after pipe laying. I. Manner of Piling Excavated Material: Place excavated material so that Work is not endangered or interferes with public traffic. Do not place excavated material over buried pipelines or existing utilities unless adequate provisions are made to protect those pipelines and/or utilities. Roads and driveways must be kept open in every case. Keep drainage channels clear of obstructions or make other satisfactory provisions for drainage. J. Trenching by Machine or by Hand: The use of trench digging machinery is approved except in places where operations of same will cause damage to existing structures above or below ground, in which case employ hand methods. K. Open Trench: 1. The Owner's representative shall have the right to limit the amount of trench that may be opened or partially opened at any time in advance of the completed line; and also the amount of trench left not backfilled. 2. Not over 500 feet of trench in open country or pasture land shall be opened at any one time, and not more than 150 feet of trench in populated areas shall be left open unless otherwise permitted in writing by the Owner. 3. Backfill and/or protect trenches as necessary to prevent injury to livestock, adjacent property, and the public. 4. Trenches left open at night shall be fenced with adequate construction fencing. The Owner will require that no trenches be left open at night in streets or populated areas. Item 14 Trenching and Backfill 31 23 33.16 - 8 PRP15160 – Lower Pressure Plane Transmission Line L. Structural Excavation: Excavation shall extend a sufficient distance from walls and footings to allow for form installation and inspection, except where concrete for walls and footings is authorized or required to be deposited directly against excavated surfaces. Where excavation, through the fault of the Contractor, is made below the elevation specified or directed by the Engineer, restore the excavation to the proper elevation with stabilized backfill (lean concrete) or other approved material at the Contractor’s expense. 3.02 BACKFILLING OF TRENCHES OUTSIDE ROADWAYS A. General: This Section is intended to cover the requirements for trench backfill where trench is in open fields, unimproved alleys, fields, and other similar open areas, except public and private roadways. B. Time of Backfilling: Backfill operations shall immediately follow pipe jointing, joint coating application, and curing. C. Braced and Sheeted Trenches: Remove sheeting and shoring as backfilling operations progress. Incorporate methods so that a good bond is obtained between the backfill material and the undisturbed trench walls. D. Protection of Pipe during Backfilling Operations: Take the necessary precautions to protect the pipe during backfilling operations. Take care to prevent damage to the pipe or to the pipe coating, and repair any damaged pipe before being “covered up”. Backfill the trench to prevent the deformation or otherwise deflection of the cylindrical shape of the pipe by more than the allowable pipe deflection as specified elsewhere. Use methods such as stulling or ellipsing as necessary. E. Site and Preparation: In addition to clearing and grubbing of brush and trees along the right of way for this Project, alteration to the topography shall be done if indicated on the Drawings, at the locations and to the extent shown. F. Backfill Procedure in Pipe Zone for AWWA C303 Pipe: 1. Depth of Cover 4 to 14 Feet: a. Place the first lift of granular embedment material (bedding layer) to a depth slightly above the bottom of pipe grade and do not compact. Lay pipe on this material to the indicated grade. Provide bell holes to permit the pipe to rest on the full length of the barrel and to permit joint make-up. b. Place subsequent lifts of granular embedment uniformly on both sides of the pipe to a depth of 0.7 times the outside diameter of the pipe. Compact using vibration or mechanical tamping to a minimum of 95 percent maximum density in accordance with ASTM D4253 in lifts not exceeding 12 inches loose depth. Test embedment compaction per ASTM D1556 and ASTM D2922. The Contractor shall take precautions to ensure no voids occur under the haunches of the pipe and to prevent disturbance of the pipe alignment. c. After placement and compaction of the granular embedment, deposit select backfill in the trench simultaneously and evenly on both sides of the pipe for the full width of the trench to the top of the pipe zone. Consolidate this material by mechanical compaction within two percent (2 percent) of optimum moisture content in lifts not Item 14 Trenching and Backfill 31 23 33.16 - 9 PRP15160 – Lower Pressure Plane Transmission Line exceeding 18 inches loose depth. Compaction of this material shall be at a minimum of 95 percent of Standard Proctor Density (ASTM D698). 2. Depth of Cover Over 14 Feet: a. Backfill the pipe trench with flowable fill to 12 inches above the top of the pipe in accordance with Section 31 23 23.33 “Flowable Fill.” Pipe shall be blocked up on soil pads to allow a minimum of 6 inches of flowable fill below the pipe. The Contractor shall perform backfilling in a manner to prevent dislocating or floating the pipe. b. The Contractor may place flowable fill in two stages, allowing sufficient time for the initial stage to set. If two stages are used, the Contractor shall protect the surface of the lower stage from soil and water, so that a good bond is achieved between the stages. Care should be exercised during depositing and compaction of the flowable fill so as to form a compact, dense, impervious mass free of voids. G. Backfill Procedure in Pipe Zone for AWWA C200 Pipe: 1. Depth of Cover 4 to 20 Feet: a. Place the first lift of granular embedment material (bedding layer) to a depth slightly above the bottom of pipe grade and do not compact. Lay pipe on this material to the indicated grade. Provide bell holes to permit the pipe to rest on the full length of the barrel and to permit joint make-up. b. Place subsequent lifts of granular embedment uniformly on both sides of the pipe to the top of the pipe zone. Compact using vibration or mechanical tamping to a minimum of 95 percent maximum density in accordance with ASTM D4253 in lifts not exceeding 12 inches loose depth. Test embedment compaction per ASTM D1556 and ASTM D2922. The Contractor shall take precautions to ensure no voids occur under the haunches of the pipe and to prevent disturbance of the pipe alignment. 2. Depth of Cover Over 20 Feet: a. Backfill the pipe trench with flowable fill to 12 inches above the top of the pipe in accordance with Section 31 23 23.33 “Flowable Fill.” Pipe shall be blocked up on soil pads to allow a minimum of 6 inches of flowable fill below the pipe. The Contractor shall perform backfilling in a manner to prevent dislocating or floating the pipe. b. The Contractor may place flowable fill in two stages, allowing sufficient time for the initial stage to set. If two stages are used, the Contractor shall protect the surface of the lower stage from soil and water, so that a good bond is achieved between the stages. Care should be exercised during depositing and compaction of the flowable fill so as to form a compact, dense, impervious mass free of voids. H. Backfill Procedure Above Pipe Zone: Mechanical compaction shall be utilized. Place the ordinary material above the pipe zone in lifts not exceeding 12 inches loose depth and compacted to 95 percent Standard Proctor density tested per ASTM D698. The Contractor shall be responsible for any damage that may occur to the pipe using this alternative method of compaction. A future lane of paving will be constructed over the pipeline in many areas, compaction requirements must be met. I. Surface Material Replacement: Item 14 Trenching and Backfill 31 23 33.16 - 10 PRP15160 – Lower Pressure Plane Transmission Line 1. The top 12 inches of the trench backfill shall be composed of the original surface material or topsoil excavated from the trench. Place the topsoil over the consolidated trench backfill material and neatly round over the trench to a sufficient height to allow settlement to grade after consolidation. Grade the surface to allow drainage in the same manner as existed prior to construction. 2. Top soil shall not contain rocks or clods larger than those adjacent to the trench in the undisturbed condition. J. Backfill Around Structures: 1. After completion of foundations, walls, etc., remove forms and clean excavation of debris or other objectionable matter prior to placing backfill. 2. In areas where structures such as slabs or pipes are to be constructed on backfill, backfill shall be lean concrete or granular backfill as indicated. Thoroughly compact the backfill. Granular backfill shall be compacted to a minimum of 95 percent maximum density in accordance with ASTM D4253. 3. Mechanically tamp earth backfill around and over structures, using select material, and placed in layers not to exceed 8 inches loose thickness (higher lifts may be allowed with the approval of the Engineer in accordance with the manufacturer’s recommendations for large mechanical tampers). 4. Bring material to within 2 percent of optimum moisture content and compact each layer to a uniform density of not less than 95 percent Standard Proctor density as determined by ASTM D698. Laboratory control shall be used to secure compliance with this requirement. K. Inspection and Test Pits: 1. Contractor will provide a recognized testing laboratory capable of performing a full range of testing procedures complying with the standards or testing procedures specified. The testing lab shall provide certified technicians that are trained and knowledgeable in, in-trench nuclear density testing, sand cone, concrete sampling and testing, ASTM D698 and D1557 proctors at a minimum. Obtain Owner’s approval for the testing Laboratory before testing is performed. 2. Testing Frequency: a. Soils Testing: Pothole every 1000 feet and grab Samples at pipe level for materials testing and proctors. b. Take a minimum of three in-trench/ pipe zone nuclear density tests every 150 feet of installed pipe in populated areas and every 250 feet in unpopulated areas or pastureland. If less than 150 feet of pipe is installed in one day, the Contractor shall perform the minimum number of three tests per day. c. Take a minimum of three nuclear density tests above the pipe zone for every 150 feet of installed pipe in populated areas and every 250 feet in unpopulated areas, pastureland or cultivated fields. d. Take a minimum of three in-trench/pipe zone nuclear density test and a minimum of three above pipe zone nuclear density test at all open cut road crossings. e. Field record drawings shall be updated with test locations in the profile. Item 14 Trenching and Backfill 31 23 33.16 - 11 PRP15160 – Lower Pressure Plane Transmission Line f. Laboratory test results shall be submitted with monthly pay requests. Pipe installation without passing tests and/or record drawing updates will not be considered for payment. 3. Excavate test pits after the backfill has been placed and compacted in the pipe zone for the purpose of taking field density tests and inspecting the haunch areas under the pipe for voids. 4. Excavate the test pits to a depth and area of sufficient size to allow the inspector to visually inspect the haunch area of the pipe for voids or loose material next to the pipe and to make a field density test. Provide a safety trench shield to protect the inspector while in the pit. 5. After inspection, backfill and compact the test pit area in accordance with the applicable specification herein. 6. Dig one test pit for inspection of each day’s work, if deemed necessary, as determined by the Owner's representative. Repair and replace areas that are found not to be in compliance with the Specification requirements, until satisfactory results are consistently and uniformly attained. 7. Special care should be taken by the Contractor to ensure the backfill material flows under the pipe haunches. The Contract’s method and procedures used to accomplish this will be observed to confirm that adequate results are being achieved. This may require the removal of pipe joints to observe the results and make density tests. Pipe laying shall not begin until satisfactory results are achieved by the Contractor’s proposed method. 3.03 BACKFILL PROCEDURE FOR PUBLIC AND PRIVATE ROADS A. Compact granular backfill material within and above the pipe zone (when required per the Drawings) for City and County roads, paved or improved private roads, driveways, sidewalks, parking lots and any proposed roads as indicated to a minimum of 95 percent maximum density as measured by ASTM D4253. Test compacted material per ASTM D1556 and ASTM D2922. 3.04 MAINTENANCE OF SURFACES A. Rock and Organic Material Exclusion: Rock and organic material removed from the trench excavated material shall be removed from the right of way at the Contractor’s expense. B. Deficiency of Backfill: Any deficiency in the quantity of material for backfilling the trenches, or for filling depressions caused by settlement, shall be supplied by the Contractor at his expense. Make-up material shall be approved by the Owner's representative. C. Restoration of Surfaces: Replace surface material and restore paving, curbing, sidewalks, gutters, shrubbery, fences, grass or turf, and other surfaces disturbed to a condition equal to that before the Work began. Provide seeding as requested by the Owner or his Representative. D. Seeding: Provide seeding in TxDOT rights-of-way and where requested in writing by the Owner. Seeding shall be in accordance with Section 31 25 13.13 “Seeding for Erosion Control.” Item 14 Trenching and Backfill 31 23 33.16 - 12 PRP15160 – Lower Pressure Plane Transmission Line E. Sodding: Provide new grass sod where requested in writing by the Owner. Grass sod shall be healthy, vigorous sod, minimum size of 12 inches by 12 inches by 1 inch, obtained from state certified commercial groves and planted within 48 hours after harvesting. Grass sod shall be Bermuda unless otherwise requested by the Owner. Sod shall be neither excessively wet nor dry when harvested and shall be kept damp until planted. Plant squares continuously with no space between squares. Apply fertilizer uniformly at a rate of 300 pounds per acre and water until final acceptance by the Owner. Provide grass sodding where indicated by the Drawings or directed by Owner. Sodding shall be in accordance with Section 31 25 13.13 “Seeding for Erosion Control.” 3.05 CLEAN AND ADJUST A. Remove surplus pipeline materials, tools, rubbish, and temporary structures, and leave the construction site clean, to the satisfaction of the Engineer. Grade the surface, and re- establish drainage. Removal of rock and other excess excavated material and general leveling and grading of the right of way surface to a presentable appearance shall proceed so as to not be further than 2500 feet behind the backfilling operations. The Contractor shall be responsible for location of sites for disposal of excess material and the Owner shall make no additional payment for expenses incurred in such disposal. END OF SECTION Item 14 Seeding for Erosion Control 31 25 13.13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 31 25 13.13 SEEDING FOR EROSION CONTROL 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment and incidentals necessary to seed the slopes and other areas as specified. This Section includes seedbed fertilization, watering, mulching, and emulsifying or tacking the mulch and maintenance until final acceptance by the Owner. 1.02 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Texas Testing Seed Label. 2. Record Data for fertilizer to be used. 1.03 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges. 2. Texas Seed Law. 3. Texas Fertilizer Law. 1.04 DELIVERY AND STORAGE A. Deliver seed with each variety separately bagged. 1.05 OPTIONS A. When seed and fertilizer are to be distributed as a water slurry, apply the mixture within 30 minutes of mixing. B. If dry mechanical methods are permitted; the fertilizer may be spread at the same time as the seed. After sowing straw mulch will be mechanically spread over the seeded area. 2.00 PRODUCTS 2.01 MATERIALS A. Seed: 1. Seed shall be from the previous season’s crop and must carry a Texas Testing Seed Label showing purity and germination, name, type of seed and that the seed meets all requirements of the Texas Seed Law. Item 14 Seeding for Erosion Control 31 25 13.13 - 2 PRP15160 – Lower Pressure Plane Transmission Line 2. Each variety of seed shall be furnished and delivered in separate bags or containers clearly marked with the date of analysis shown. The date of analysis shall be within 9 months of the date of delivery to the Site. 3. Seed shall equal or exceed the quality, purity and germination requirements established by Item 164. The species shall be determined based upon appropriate seasons listed under Item 164 for TxDOT District 18 (Dallas). B. Fertilizer: Contractor shall make a uniform application of 10-20-10 (nitrogen-¬phosphorus- potassium) fertilizer at a rate of 400 lb. per acre to seeded areas. C. Mulch: 1. Consisting of straw, wood-fiber, mulch nettings, wood chips or other suitable material approved by the Engineer and free of Johnson grass and other noxious weed seeds. 2. Straw mulch shall be oat, wheat or rice straw, prairie hay, Bermuda grass hay, or other hay harvested before seed production and approved by the Engineer. The straw mulch will be kept dry and shall not be rotted or molded. A minimum of 50 percent by weight of the herbage making up the hay shall be 10 inches in length or longer. D. Topsoil: Soil material relatively free of stones or other objectionable debris that have sufficient humus content to readily support vegetative growth. The suitability of material for use as topsoil shall be determined by the Engineer. E. Herbicide: Contractor shall be responsible for using herbicides in a manner consistent with label requirements and precautions. Only registered herbicides having a minimal residual effect shall be used. Contractor shall strictly adhere to all Federal, State, and local laws governing herbicide usage. 3.00 EXECUTION 3.01 PREPARATION A. After the areas disturbed by construction operations have been backfilled and completed to the original preconstruction lines or final grades as shown on the Drawings, perform seeding in accordance with the procedure described below. 3.02 TOPSOIL PLACEMENT A. Place topsoil as specified in Section 31 23 33.16 “Trenching and Backfill.” 3.03 PLANTING SEASON AND APPLICATION RATES A. Perform planting during the periods identified for each type of seed in Item 164 of the TxDOT specifications. The seed shall be applied at the mixture and rate specified in Item 164 for District 18 (Dallas). 3.04 FALL PLANTING A. Seedbed Preparation: Use a one-way plow, tandem disk, bedder, or equipment that will accomplish similar results. Break or mix the surface of the soil with the tillage equipment. Additional tillage operations will be necessary if required so planting can be on a clean, firm seedbed. Chiseling will be necessary on areas that have been severely compacted. Item 14 Seeding for Erosion Control 31 25 13.13 - 3 PRP15160 – Lower Pressure Plane Transmission Line B. Seeding: 1. Seeding will be required in TXDOT rights-of-way and where requested in writing by the Owner. 2. Accomplish the seeding for fall planting within the time period specified in TxDOT Item 164. Planting rates when drilled or broadcast shall be in accordance with Item 164. 3.05 SPRING PLANTING A. Seedbed Preparation: Use a one-way plow, tandem disk, bedder, or equipment that will accomplish similar results. Break or mix the surface of the soil with the tillage equipment. Additional tillage operations will be necessary if required so planting can be on a clean, firm seedbed. Chiseling will be necessary on areas that have been severely compacted. B. Mulching: 1. Spread mulch material on the area to be planted if construction was completed too late for planting a temporary fall crop or if insufficient residues are produced by the fall planting. Mulch the planting areas to control soil erosion and seed loss by wind and water and to promote grass establishment. Apply Mulch hay at the rate of 2 tons per acre and spread uniformly so that about 25 percent of the ground surface is uniformly visible through the mulch. 2. Anchor the mulch hay by treading into the soil with a straight disk type mulch tiller. Perform disking across the slope along contours. Other types of mulch such as wood cellulose fiber or cotton bur mulch may be used at recommended rates, if approved by the Engineer. Apply mulch in a manner that will not hinder emergence of seedlings. C. Seeding: 1. Plant Bermuda grass seed between March 1 and May 15. Sow the seed at the rate of 5 pounds of pure live seed (PLS) per acre, or more if required to obtain a complete stand of grass. The PLS content is determined by multiplying the seed package weight by the product of the percent purity and the percent germination, which are contained on the seed label. 2. Accomplish seeding by mechanical means using either broadcasting or drilling type equipment to provide uniform distribution of the seed in the planting areas. Cover Bermuda grass seed by 1/4 to 1/2 inch of soil. If seed is drilled, the distance between drill rows shall not exceed 12 inches. Hydro seeding may be used to apply seed, fertilizer, and wood-fiber mulch with the approval of the Engineer. 3.06 MAINTENANCE A. Irrigation: Supply the seeded areas with adequate moisture (3- to 4-inch penetration) at 10 day intervals, if needed, for seed germination and plant growth until acceptance by the Owner. Water the seed in a manner that will prevent erosion of the soil. Contractor shall furnish all water to be used. B. Repair: Repair washouts and other bare soil areas in a seeded area either by re-seeding, sprigging, or spot sodding, and perform maintenance as needed to establish grass in the area. Item 14 Seeding for Erosion Control 31 25 13.13 - 4 PRP15160 – Lower Pressure Plane Transmission Line C. Weed Control: 1. Control competitive weed growth during the establishment period by mowing and/or with herbicides. Chemical usage shall be in accordance with the current recommendations of the Texas Agricultural Experiment Station or local Soil Conservation Service Field Office Technical Guides. Strictly adhere to all Federal, State, and local laws governing herbicides. 2. Weed control shall be the Contractor's responsibility whether topsoil is from on-site or off-site sources and also for seeded areas that are specified not to receive topsoil. 3.07 SEEDING OF DISTURBED AREAS A. Disturbed areas will require seeding as specified in this Section unless requested otherwise by the Engineer or shown otherwise on the drawings or in the specifications. B. Any areas which are disturbed by the Contractor which are not shown on the drawings or specified to require disturbance including any approved areas not shown on the drawings, shall be considered as unauthorized disturbed areas. Any such areas shall be seeded as specified in this Section at the Contractor’s expense and shall not be measured or paid under this Section. 3.08 FIELD QUALITY CONTROL; OBSERVATION AND ACCEPTANCE A. Observation: Upon completion of the site preparation, mulching, fertilizing, seeding, and maintenance of seeded areas, the Engineer will observe the seeded areas periodically to determine the establishment success. The Engineer will consider soil coverage, purity of the grass stand, and maturity of the plants. B. Establishment of Stand and Acceptance: 1. The Engineer will determine that a grassed area is established upon fulfillment of the following conditions: a. The permanent grass stand uniformly covers the planting area, with no exposed soil areas more than 36 inches across in any dimension. b. The permanent grass stand is free of over-topping weed species which would compete for sunlight, moisture, and nutrients. In addition, no area of pure weed species greater than 36 inches across in any dimension shall occur within a permanent grass stand. c. The majority of the grass plants in a stand shall have a well-established root system to survive if irrigation is discontinued, and shall be no less than 1-1/2 inches in height. 2. Establish the permanent grass stand before October 1 to preclude having to perform a temporary fall seeding. In the event a fall seeding must be performed, follow-up the temporary seeding with a permanent seeding as specified. Upon final acceptance of the Work under this Contract, the Owner will assume the responsibility of maintaining the grassed areas. END OF SECTION Item 14 LOWER PRESSURE PLANE PIPELINE 2016-67-B DIVISION 33 UTILITIES Item 14 Ductile Iron Pipe and Fittings 33 05 01.02 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 05 01.02 DUCTILE IRON PIPE & FITTINGS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install ductile iron pipe and fittings, including taps, connections, and appurtenances as required for a functional system as indicated herein. Unless otherwise noted, all above grade exposed pipe, fittings, and appurtenances shall be flanged while below grade piping, fittings and appurtenances shall be mechanical joint or push on joints. Trenching, backfilling, and pipe embedment shall be as shown on the Drawings and in accordance with Section 31 23 33.16 “Trenching and Backfill.” 1.02 QUALITY ASSURANCE A. Factory Testing: The manufacturer shall perform all tests as required by AWWA C151. Welded outlets shall be hydrostatically tested at a pressure of 250 psi for a period of 1 hour. No leakage shall be allowed. B. Experience Requirements: Pipe shall be the product of a manufacturer who has a minimum of 10 years successful experience manufacturing pipe of the particular type specified and the total pipeline shall be the product of one pipe manufacturer. The manufacturer shall have a minimum of 10 years successful experience in the design and manufacturing of pipe joints of similar design, working pressure, pipe diameter and wall thickness as specified. C. Pipe Classification: Pipe manufacturer shall manufacture the pipe to meet the installation conditions, cover depth, and bedding and backfill requirements as shown on the Drawings or specified and furnish the correct class of pipe to meet these conditions. If additional requirements are required, pipe manufacturer shall coordinate their requirements with the Contractor. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Record Data: Catalog data, including dimensions of new pipe and fittings and recommendations for handling and storage; details of lining and coating; thrust restraint provisions; hydrostatic pressure test plan and results; affidavit stating the pipe furnished complies with AWWA C151, AWWA C104, AWWA C110, AWWA C111, and these specifications; mill certificates, including chemical and physical test results for each heat of metal, if requested during pipe manufacturing operations; record drawings, including a schematic location-profile and a tabulated layout schedule, referenced to the pipeline stationing. 2. Shop Drawings: Mechanical joint connections; connections to differing pipe materials. 3. Certified Test Data: Certified Test Reports from the manufacturer’s testing facility or an Owner approved testing laboratory; results of factory hydrostatic tests; pipe and fitting certification for conformance to ANSI/NSF 61. Item 14 Ductile Iron Pipe and Fittings 33 05 01.02 - 2 PRP15160 – Lower Pressure Plane Transmission Line 1.04 REFERENCE SPECIFICATIONS A. Section 31 23 33.16 “Trenching and Backfill.” 1.05 STANDARDS A. Except as modified herein, the applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Water Works Association (AWWA) Standards: AWWA C104 Standard for Cement Mortar Lining for Ductile Iron Pipe and Fittings AWWA C105 Standard for Polyethylene Encasement for Ductile Iron Piping AWWA C110 Standard for Ductile Iron and Gray Iron Fittings AWWA C111 Standard for Rubber Gasket Joints for Ductile Iron Pipe and Fittings AWWA C150 Standard for Thickness Design of Ductile Iron Pipe AWWA C151 Standard for Ductile Iron Pipe AWWA C153 Standard for Ductile-Iron Compact Fittings for Water Service AWWA C600 Standard for Installation of Ductile Iron Water Mains and Appurtenances AWWA C606 Grooved and Shouldered Joints 2. Steel Structures Painting Council (SSPC) Standard: SSPC SP6, Commercial Blast Cleaning. 1.06 DELIVERY AND STORAGE A. Handling and storage of pipe and fittings shall comply with AWWA C600 and the manufacturer’s recommendations. 1.07 GUARANTEES A. The product shall be warranted and guaranteed per the General Conditions of the Specifications. 2.00 PRODUCTS 2.01 MATERIALS A. Ductile Iron Pipe: 1. Ductile iron pipe shall be made of ductile iron in accordance with AWWA C151. All ductile iron pipe shall have a minimum working pressure as indicated on the Drawings. Pipe shall be rated for pressure in accordance with AWWA C151 for pressure class of pipe as indicated. Standard joint length shall be 18 to 20 feet. Flanged ductile iron pipe shall be in accordance with AWWA C115. 2. Pipe manufacturer shall manufacture the pipe to meet the installation conditions, cover depth, and bedding and backfill requirements as shown on the Drawings or specified and furnish the correct class of pipe to meet these conditions. Item 14 Ductile Iron Pipe and Fittings 33 05 01.02 - 3 PRP15160 – Lower Pressure Plane Transmission Line B. Fittings: Fittings shall be ASTM A536 ductile iron or ASTM A48 cast iron in accordance with AWWA C110. Fittings shall be rated for a minimum working pressure of 250 psi, unless specified otherwise. C. Joints for Pipe and Fittings: 1. Joints shall be in accordance with AWWA C110, AWWA C111, and AWWA C151. Standard joints for ductile iron pipe and fittings shall be push-on. Where indicated, joints shall be mechanical joint, flanged, or grooved. 2. Flanged joints shall have pressure ratings equal to or greater than adjacent pipe. Flange pattern shall match pattern of valve, fitting, or appurtenance to be attached. Flanges on ductile iron pipe shall be ductile iron. 3. Grooved joints may be used in lieu of flanged. Where used in lieu of flanges, grooved joints shall be of the rigid type, in accordance with AWWA C606. 4. Where indicated, grooved joints in accordance with AWWA C606 shall be used. Grooved joints shall be flexible unless indicated otherwise. All grooved joint couplings and fittings shall be of a single domestic manufacturer. D. Provisions for Thrust: 1. Thrust at bends, tees, plugs, or other fittings shall be resisted by restrained joints. If thrust cannot be accommodated using restrained joints, thrust blocking or concrete anchors to restrain thrust may be used on a case-by-case basis when approved by the Engineer. 2. Restrained joints shall be used for all joints. For the purpose of thrust restraint, design pressure shall be 1.5 times the design working pressure class indicated. 3. The length of pipe with restrained joints to resist thrust forces shall be determined by the pipe manufacturer in accordance with Thrust Restraint Design for Ductile Iron Pipe, Ductile Iron Pipe Research Association using the following parameters: a. Laying condition equal AWWA C600 Type 4 bedding. b. If polyethylene encasement is used, restrained length shall be doubled to account for reduced soil to pipe friction resistance. 4. Where indicated and where required for thrust restraint, joints shall be restrained. Restrained joints shall be mechanically interlocking joints. Restrained joints shall be U.S. Pipe "TR Flex", American Ductile Iron Pipe "Flex Ring", or Clow Corporation "Super- Lock". Restraining fittings using set screws, gripper type glands, and field-cuts of restrained joints shall be Mega-Lug, or approved equal. Field welding shall not be allowed. Restrained joints shall be capable of sustaining the design pressure as specified herein. E. Coating: 1. Coat the exterior of the pipe and fittings with a 1 mil bituminous coating in accordance with AWWA C110 and AWWA C151, unless specified otherwise. 2. In addition to the factory applied asphaltic coating, all buried ductile iron pipe and fittings shall have a tube-type polyethylene encasement in accordance with AWWA C105. Polyethylene encasement shall be 8 mils thick. Both ends of the pipe shall be Item 14 Ductile Iron Pipe and Fittings 33 05 01.02 - 4 PRP15160 – Lower Pressure Plane Transmission Line thoroughly sealed with adhesive tape or plastic tie straps at the joint overlap. Place circumferential wraps of tape at 2-foot intervals along the barrel of the pipe to minimize the space between the encasement and the pipe. F. Lining: 1. Ductile iron pipe and fittings shall be lined with factory installed Protecto 401 Ceramic Epoxy Lining by Enduron or American Polybond Plus (fusion bonded epoxy and fusion bonded polyethylene) or an approved equal. Lining primers, applications, and thicknesses shall be in accordance with manufacturer’s recommendations for sanitary sewer applications, but shall not be less than 40 mils. 2. Ductile iron pipe and fittings inside the pump station and outside the pump station for the cleaning system supply lines may have either the Ceramic Epoxy Lining or a cement mortar lining in accordance with AWWA C104 and bituminous seal coat. Thickness of lining shall be as specified in AWWA C104. G. Flexible Joint Couplings: 1. Flexible joint couplings shall be Dresser Style 38, Rockwell Style 411, Victaulic Depend-O- Lok - E x E, Type II or approved equal, unless otherwise shown. 2. Provide restrained flexible joint couplings or restrained flexible joints on all pipes connecting to concrete structures and at other locations shown on the Drawings. Restrained flexible couplings shall be Victaulic Depend-O-Lok F x F Type II or approved equal. Restrained flexible joints shall be U.S. Pipe "TR Flex", American Ductile Iron Pipe "Flex Ring", Clow Corporation "Super-Lock", or approved equal. 3.00 EXECUTION 3.01 INSTALLATION A. General: Install ductile iron pipe, fittings, specials, valves, and hydrants in accordance with AWWA C600 and the Specifications. Trenching and backfilling shall be in accordance with Section 31 23 33.16 “Trenching and Backfill.” Before lowering into the trench, inspect each joint of pipe. Pipe will then be accepted, rejected, or repaired. B. Pipe Laying: Lower pipe, fittings, and special castings into trench by crane or other suitable method. Do not roll in or "dump" into the trench. Handle pipe and fittings with belts, slings, or other equipment designed to prevent damage to the pipe and coating. Remove dirt and trash that may be in the barrel of the pipe, on the spigot or in the bell while the pipe is suspended. Keep the pipe clean during the laying operation and free of sticks, dirt, and trash, and at the close of each operating day seal the open end of the pipe with a gasketed night cap. Do not lay pipe in water. C. Joint Making: 1. Jointing Mechanical Joint Pipe: a. Joint this type of pipe in accordance with the manufacturer's recommendations, with uniform torque on bolts. Item 14 Ductile Iron Pipe and Fittings 33 05 01.02 - 5 PRP15160 – Lower Pressure Plane Transmission Line b. After carefully cleaning both spigot and bell and after slipping the follower ring and gasket over the spigot end, slip the spigot into the bell. Apply a lubricant to the spigot to assist in assembly. c. Carefully seat the gaskets by hand to be even in the bell at all points. d. After drawing up the follower ring to uniform bearing against the gasket, insert the bolts and tighten by hand in pairs using bolts opposite each other. e. Tighten the nuts to hold the required pressure. Extension wrenches or pipes over wrench handles shall not be permitted. Use 10-inch ratchet wrenches to tighten the nuts to a uniform torque. f. The finished joint shall be watertight. 2. Making Flanged Joints: Erect flanged pipe in accordance with the controlling dimension as specified. Thoroughly clean each piece of flanged pipe to remove dirt, rust, grease, and other foreign matter. Thoroughly wire brush flanged faces to ensure even bearing for gaskets and mating flanges. Place full face gasket, use drift pins to align holes, and tighten flange bolts, each in turn, at a uniform torque around the joint. Finished joints shall be watertight. 3. Making Push-On Joints: a. The jointing of this type of joint shall be as recommended by the manufacturer. The procedure for jointing shall be generally as follows: 1). Thoroughly clean and dry the spigot and bell before starting the assembly of the joint. Wipe the gasket clean with a cloth. 2). Place the gasket into the gasket seat in the bell. 3). Apply a thin film of lubricant to the surface of the gasket that will come in contact with the entering pipe spigot. If necessary, also apply lubricant to the spigot. 4). Make the joint by exerting sufficient force on the entering pipe so that its plain end will move past the gasket to the seat of the bell. 5). If restrained joints are used, orient pipe to permit ease of assembly. Place locking device after installation of spigot into bell. 4. Making Grooved Joints: a. Grooved joints shall be fabricated and installed per AWWA C606. b. Grooved ends shall be clean and free from indentations, projections and roll marks in the area from pipe end to groove. c. Gaskets used with grooved joints shall be verified as suitable for the intended service. d. Install all grooved joint products in accordance with the manufacturer’s latest installation instructions. 5. Making Split-Sleeve Coupling Joints: Item 14 Ductile Iron Pipe and Fittings 33 05 01.02 - 6 PRP15160 – Lower Pressure Plane Transmission Line a. Exterior surfaces of the pipe shall be clean, smooth and free from weld beads, seams, scars, indentations, roll marks, exterior coatings and flat spots. b. Install split-sleeve couplings in accordance with the manufacturer’s latest installation instructions. D. Painting: Paint piping which is submerged or exposed to the atmosphere in accordance with Section 09 96 00.01 “High-Performance Coatings.” 3.02 FIELD QUALITY CONTROL A. Perform a hydrostatic test as specified in Section 01 40 00 “Quality Requirements.” END OF SECTION Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 05 01.05 BAR-WRAPPED CONCRETE CYLINDER PIPE AND FITTINGS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install bar-wrapped concrete cylinder pipe and fittings, and specials, including connections and appurtenances as required for the proper installation and function of the system as indicated herein. 1.02 QUALITY ASSURANCE A. Experience Requirements: Finished pipe shall be the product of one manufacturer that has had not less than 5 years successful experience manufacturing pipe of the types and sizes indicated. Pipe manufacturing operations (pipe, fittings, lining, coating) shall be performed at one location. B. Factory Testing: 1. The Owner reserves the option to have an independent testing laboratory, at the Owner's expense, inspect pipe and fittings at the pipe manufacturer's plant. The Owner's testing laboratory and Engineer shall have free access to the manufacturer's plant. The pipe manufacturer shall notify the Owner, in writing, at least 2 weeks ahead of pipe fabrication as to start of fabrication and fabricating schedule so that the Owner can advise the manufacturer as to Owner's decision regarding tests to be performed by an independent testing laboratory. In event the Owner elects to retain an independent testing laboratory to make material tests and weld tests, it is the intent that the tests be limited to one spot testing of each category unless the tests do not show compliance with the standard. If these tests do not show compliance, the Owner reserves the right to have the laboratory make additional tests and observations. 2. The Owner will require the manufacturer to furnish mill test certificates on reinforcing steel or wire, steel plate, and cement. The manufacturer shall perform the tests described in AWWA C303, for all pipe, fittings, and specials. 3. Absorption Test: A water absorption test shall be performed on Samples of cured mortar coating taken from each working shift. The mortar coating Samples shall have been cured in the same manner as the pipe. A test value shall consist of the average of a minimum of three Samples taken from the same working shift. The test method shall be in accordance with ASTM C497, Method A. The average absorption value for any test shall not exceed 9 percent and no individual Sample shall have an absorption exceeding 11 percent. 4. Strength of Coating: Tests shall be made of cured mortar coating for the purpose of qualifying the mortar coating machine and the mortar mix design. One-inch cubes shall be tested in accordance with ASTM C109. The equivalent cylinder compressive strength of the mortar (0.74 times the cube strength) shall be not less than 5500 psi in 28 days. 5. Charpy V-Notch test: Each heat of steel for plate or coil 0.25” and thicker shall be tested to verify minimum impact values of 25 ft-lb at 30°F, except that test are not required for small heats used for fittings. Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 2 PRP15160 – Lower Pressure Plane Transmission Line 6. Elongation test: For the tensile test specified in ASTM A370, 2-inch test specimens shall show elongations not less than 22 percent for each heat of steel. 7. Hydrostatic Pressure Testing and Welding Testing: Fittings shall be fabricated from hydrostatically tested pipe. Fittings shall be tested by hydrostatic test, air test, ultrasonic test, or magnetic particle test. Air test shall be made by applying air to the welds at 10 pounds per square inch pressure and checking for leaks around and through welds with a soap solution. In addition, five percent of welds for fittings shall be checked with x-ray or ultrasonic testing by an independent Certified Welding Inspector paid for by the pipe manufacturer. C. Manufacturer’s Technician for Pipe Installation: During the construction period, the Pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician assistant as necessary in pipe laying and pipe jointing. This technician shall assist and advise the construction Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. The technician is not required to be on-site full time; however, the technician shall be on-site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, Owner, or Contractor. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Prior to the creation of fabrication and laying Shop Drawings, the Contractor shall submit drawings to the Engineer showing the northing, easting, and top of pipe elevation at each joint location where the proposed pipe connects to existing pipes. 2. Prior to the fabrication of the pipe, submit fabrication and laying drawings to the Engineer as Shop Drawings. Shop Drawings shall include a complete description of the pipe offered, including cuts, tabulated layout and pertinent design data. Shop Drawings shall reference stationing on the plan/profile sheets and shall incorporate changes necessary to avoid conflicts with existing utilities and structures and adjustments necessary to make tie-ins. Details for the design and fabrication of all fittings and specials and provisions for thrust shall be included. 3. Prior to delivery of the pipe to the Site, the manufacturer shall furnish an affidavit certifying that all pipe, fittings, and specials, and other products and materials furnished, comply with this Section and AWWA C303. Copies of results of factory tests and mill certificates for steel and cement shall be provided, including chemical and physical test results for each heat of steel. 4. Certified Test Reports for factory and field welder certification. 5. Certified Test Reports for all field welds. 6. The Contractor’s proposed field welding procedure in accordance with AWWA C206 and AWS D1.1. 7. Copies of results of factory hydrostatic tests. Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 3 PRP15160 – Lower Pressure Plane Transmission Line 8. Prior to final completion, submit as-built, top-of-pipe survey as Record Data. Top-of- pipe survey shall include station and top-of-pipe elevation for each pipe joint. Survey information shall be provided on the Contractor’s “As-Built” Drawings. 1.04 STANDARDS A. Except as modified or supplemented herein, bar-wrapped concrete cylinder pipe shall conform to the applicable requirements of the following standard specifications, latest edition. 1. American National Standards Institute (ANSI) / NSF: a. ANSI/NSF Standard 61. 2. American Society for Testing and Materials (ASTM): American Society for Testing and Materials (ASTM) ASTM A33 Standard Specification for Concrete Aggregates ASTM A570 Standard Specification for Steel, Sheet and Strip, Carbon, Hot Rolled, Structural Quality ASTM C144 Specification for Aggregate for Masonry Mortar ASTM C150 Specification for Portland Cement ASTM D698 Test for Moisture-Density Relations for Soils ASTM E709 Practice for Magnetic Particle Examination ASTM E1444 Guide for Magnetic Particle Examination 3. American Water Works Associations (AWWA): American Water Works Associations (AWWA) AWWA C217 Petrolatum and Petroleum Wax Tape Coatings for the Exterior of Connections and Fittings to Steel Water Pipelines AWWA C303 Standard for Concrete Pressure Pipe - Bar-Wrapped, Steel Cylinder Type AWWA M9 Manual: Concrete Pressure Pipe 4. American Welding Society (AWS): a. AWS D1.1 – Structural Welding Code. 1.05 DELIVERY AND STORAGE A. Packing: 1. The pipe shall be prepared for shipment to afford maximum protection from normal hazard of transportation and allow pipe to reach the Site in an undamaged condition. Pipe damaged in shipment shall not be delivered to the Site unless such damaged pipe is properly repaired. 2. Pipes shall be carefully supported during shipment and storage. Pipe, fittings, and specials shall be separated so that they do not bear against each other in transmit. Ship pipe on padded bunks with tie-down straps. Store pipe on padded skids, sand or dirt Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 4 PRP15160 – Lower Pressure Plane Transmission Line berms, tires, or other suitable means to protect the pipe from damage. Each length of pipe 36 inches and larger shall be internally supported and braced with stulls to maintain a true circular shape. Internal supports shall consist of steel or timber stulls firmly wedged and secured so that the stulls remain in place during handling. Pipe shall be rotated so that one stull is vertical. Stulls shall not be removed until pipe is set to final grade. 3. Deliver, handle, and store pipe in accordance with the manufacturer’s recommendations to protect coating systems. B. Marking for Identification: Each joint of pipe and each fitting shall have plainly marked on one end, the class for which it is designed, the date of manufacturer, and the identification number as shown on the Shop Drawings. Beveled pipe shall be marked with the amount of bevel. The top centerlines shall be marked on all specials. C. Point of Delivery: It is desired that pipe be hauled direct from pipe plant to the Site and strung along pipeline route, thus avoiding rehandling of pipe and the possibility of damage thereto. Where fully loaded truck and trailer cannot operate along the pipeline route, pipe may be unloaded at access points along the route, and brought to the trench side by approved methods; however, the Contractor shall be responsible that pipe is undamaged at the time of laying. 2.00 PRODUCTS 2.01 MATERIALS A. Cement: Cement for use in concrete and mortar shall be Type I Portland Cement for interior pipe mortar and Type II for the pipe exterior conforming to ASTM C150. B. Aggregates: Aggregates for concrete lining and coating shall conform to ASTM C33. C. Sand: Sand used for inside and outside joints shall be of silica base, conforming to ASTM C144. D. Special Coating: Pipe to be laid in casing shall have two built up rings or mortar each approximately 2 feet long and slightly higher than the pipe bell to prevent pipe being supported by the bell. Rings to be at the quarter points of the pipe section. 1. Where indicated on the Drawings the exterior of the pipe shall be polyurethane coated in accordance with Section 09 97 16 “Pipeline Coatings and Linings.” E. Steel: Steel shall meet the requirements of AWWA C303. Steel shall be homogeneous and shall be suitable for field welding. F. Threaded Outlets: Where outlets or taps are threaded, furnish and install brass bushings and plugs for the outlet size indicated. 2.02 MIXES; CEMENT MORTAR A. Cement mortar used for pipe joints shall consist of 1 part portland cement to 2 parts clean, fine, sharp silica sand, mixed with water. Exterior joint mortar shall be mixed to the consistency of thick cream. Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stiff, but workable. Cement shall be ASTM C150, Type I. Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 5 PRP15160 – Lower Pressure Plane Transmission Line Sand shall conform to ASTM C144. Cement mortar used for patching shall be mixed as per cement mortar for inside joints. B. Water for cement mortar shall be treated and suitable for drinking water. Bonding agent for interior joints and pipe patching shall be Probond Epoxy Bonding Agent ET-150, parts A and B, Sikadur 32 Hi-Mod or approved equal. C. Cement mortar lining shall be centrifugally cast to leave a smooth lining. All rough spots shall be ground down with a rubbing stone or other approved method. 2.03 MANUFACTURED PRODUCTS A. Pipe: 1. General: Pipe, specials and fittings shall be designed, manufactured, and tested in accordance with the applicable requirements of AWWA C303 and AWWA M9, and the special requirements of this Section. 2. Pipe Design Criteria: a. Sizes and pressure classes (working pressure) shall be as shown on the Drawings. For the purposes of pipe design, the working pressure shall be 1.0 times the pressure class. The working pressure plus transient pressure shall be equal to 1.5 times the pressure class specified. Fittings, specials and connections shall be same class as the associated pipe. Pipe and fittings shall be clearly marked with the pressure class and piece number to permit easy identification in the field. Pipe design shall be based on trench conditions and design pressure class specified. Pipe shall be designed according to the methods indicated in AWWA C303 and AWWA Manual M9 for trench construction, using the following parameters: Pipe Design Criteria Unit Weight of Fill (w) 130 pcf Live Load AASHTO HS 20 Coopers E 80 at railroad Trench Depth As indicated Coefficient (Ku') 0.150 Trench Width (Bd) As indicated Bedding Conditions As indicated Deflection Lag Factor – D1 1.1 Soil Reaction Modulus (E') 1500 (typical trench section) or 3000 (where encased) Coefficient (k) 0.090 Maximum steel stress at working pressure 18,000 psi Maximum calculated deflection (Dy = Dx) 1.0 % Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 6 PRP15160 – Lower Pressure Plane Transmission Line b. Trench depths indicated shall be verified after existing utilities are located. Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. In no case shall pipe be installed deeper than its design allows. c. The fittings and specials shall be designed in accordance with AWWA C208 and AWWA M11 except that crotch plates shall be used for outlet reinforcement for all Pressure Diameter Valves (PDV), greater than 6,000 unless otherwise specified. Where indicated on the drawings, collars or wrappers shall be used in lieu of crotch plates to allow working space and supports. As an alternate to crotch plates, collars or wrappers may be used when designed in accordance with ASME Section VII Division 1. 3. Provisions for Thrust: a. Thrusts at bends, tees, plugs, or other fittings shall be resisted by restrained joints. Thrust at bends adjacent to casing shall be restrained by welding joints through casing and a sufficient distance each side of casing. No thrust restraint contribution shall be allowed for pipe in casing, unless the annular space in the casing is filled with cellular grout. b. Restrained joints shall be used for a sufficient distance from each side of the bend, tee, plug, or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust restraint, design pressure shall be 1.5 times pressure class (working pressure). Restrained joints shall consist of welded joints. In areas where restrained joints are used for thrust restraint, the pipe shall have adequate cylinder thickness to transmit the thrust forces. For welded joints, if the thickness of the steel cylinder adjacent to the welded joint is greater than or equal to 0.1875 inches, the joints to be welded shall be prepared by trimming the spigot in the shop. c. Thrust restraint design shall be the complete responsibility of the pipe manufacturer. The length of pipe with welded joints, the pipe cylinder thickness necessary to resist thrust forces, and all other provisions necessary for thrust restraint shall be determined by the pipe manufacturer, in accordance with the following: 1). The Weight of earth (We) shall be calculated as the weight of the projected soil prism above the pipe. 2). Soil density = 110 pcf (maximum value to be used). 3). Coefficient of friction = 0.3 (maximum value to be used). 4). The above applies to unsaturated soil conditions. In locations where ground water is encountered, the soil density shall be reduced to its buoyant weight for the backfill below the water table, and the coefficient of friction shall be reduced to 0.25. 5). For horizontal bends, the minimum length of pipe to be restrained shall be calculated as follows: a). For deflections less than 60 degrees: Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 7 PRP15160 – Lower Pressure Plane Transmission Line 𝐿=𝑃 𝐴 𝑠𝑖𝑛 (∆2)⁄ 𝑒(𝑊𝑒+𝑊𝑛+𝑊𝑤) b). For deflections greater than 60 degrees: 𝐿=𝑃 𝐴 (1 −𝑐𝑛𝑠∆) 𝑒(𝑊𝑒+𝑊𝑛+𝑊𝑤) L = Length of pipe to be restrained P = 1.5 times working pressure A = Cross-sectional area of pipe steel cylinder I.D. Δ = Deflection angle We = Weight of earth Wp = Weight of pipe Ww = Weight of water f = Coefficient of friction 4. Inside Diameter: The inside diameter, including the cement mortar lining, shall be a minimum of the nominal diameter of the pipe specified. B. Joint Wrappers: Similar and equal to those manufactured by Mar Mac Manufacturing Company. C. Joint Bonds, Insulated Connections and Flange Gaskets: Joint bonds, Insulating connections and flange gaskets shall meet the requirements of Section 33 12 16.13 “Miscellaneous Valves.” D. Flexible Joint Couplings and Expansion Joints: See Section 33 12 16.13 “Miscellaneous Valves and Appurtenances.” E. Pipe Ends: The standard pipe end shall include carnegie steel joint ring as per AWWA Manual M9 and AWWA C303 with rubber gasket. Welded joints shall be provided as required for thrust restraint. Harnessed joints and flanged joints shall be provided where indicated on the Drawings. Harnessed joints may be used in lieu of welded joints adjacent to structures, if approved by the Engineer. F. Bend Fittings: All bend fittings shall be long radius (minimum of 2.5 times the pipe ID) to permit easy passage of pipeline pigs. G. Butt Strap Closure Joints: Where necessary to make closure to pipe previously laid, closure joints shall be installed using butt strap joints in accordance with AWWA C206 and applicable provisions of this Section. H. Flanges, Nuts and Bolts: Furnish all bolts, nuts, flange gaskets, and insulation kits. Flanges shall conform to AWWA C207 class equal to or greater than the pipe class, unless otherwise specified, and shall match class of valves or appurtenances which are attached. All nuts, bolts and washers exposed inside building or vault shall be carbon steel and coated in accordance with specifications for adjacent pipe. Bolts shall be ASTM A307 grade B with ASTM A563 grade A heavy hex nuts for class B and D flanges. Bolts for class E and F flanges shall be ASTM A193 grade B7 with ASTM A194 grade 2H heavy hex nuts. All buried nuts, Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 8 PRP15160 – Lower Pressure Plane Transmission Line bolts and washers shall be Type 316 Stainless Steel of equivalent strength. All bolts shall be long enough that a minimum of three threads are exposed beyond the nut. Use an anti- seize compound during installation. I. Outlets for Weld Leads: The Contractor may use outlets for access for weld leads. Spacing of outlets shall be as determined by the Contractor and pipe manufacturer. Outlet configuration shall be approved by the Engineer. Outlets for weld leads shall be flanged not threaded. Northing and Easting and top of flange shall be recorded on the as-builts. 3.00 EXECUTION 3.01 INSTALLATION A. General: 1. Install pipe, fittings, specials, and appurtenances as specified and required for the proper functioning of the completed pipe line. Install pipe, fittings, and specials in accordance with the manufacturer's recommendations and AWWA M9. Pipe shall be laid to the line and grade indicated. 2. The requirements of Section 31 23 33.16 “Trenching and Backfill” govern for the excavation and backfilling of trenches for laying steel pipe, fittings, and specials. Maximum allowable pipe deflection is limited to 1 percent for bar-wrapped concrete cylinder pipe measured in any direction. Contractor shall repair pipe not meeting this requirement at no additional cost to the Owner. 3. Keep the pipe clean during the laying operation and free of sticks, dirt, animals, and trash, and at the close of each operating day, effectively seal the open end of the pipe against the entrance of water using a gasketed night cap. Do not lay pipe in water. 4. Install bonds at all pipe joints, other than welded joints or insulated joints. B. Pipe Deflection: 1. Pipe Deflection Measurements: a. The Contractor shall complete internal welding of joints, welding inspections and grout of the inside joints prior to measuring deflection. The welding inspections shall be in accordance with Section 3.01 D. 4. c. b. Deflection measurements shall be made by the Contractor in the presence of the Owner's representative. 1). Method for taking measurements shall be agreed to by the Owner and Engineer in writing prior to installing the first joint of pipe. 2). Measurements shall be recorded by the Contractor. 3). The deflection measurements shall be made no sooner than 5 days and no later than 21 days after backfilling operations are complete. c. Deflection shall be determined with vertical measurements taken at the locations indicated below. Locations where vertical measurements are taken shall be clearly marked on the interior of the pipe. Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 9 PRP15160 – Lower Pressure Plane Transmission Line 1). For pipe joints 36 feet in length or less, vertical measurements shall be taken at two locations, 1/4-distance from each pipe end. 2). For pipe joints longer than 36 feet, vertical measurements shall be taken at three locations including 1/4-distance from each pipe end and at the pipe midpoint. d. Vertical measurements may be taken at the same time the internal inspection is being performed. 2. Pipe Deflection Calculations: Deflection shall be calculated and reported by the Contractor within a week from the time the vertical measurements were taken. Deflection at each location shall be calculated using the equations below: Δ = deflection (%) ∆ =|(Pipe ID – Vertical Measurement)∗ 100 Pipe ID | 3. Pipe Deflection Acceptance Criteria: a. Allowable pipe deflection is limited to 1 percent. b. In no case shall a single measurement at any measured location exceed 1.5 times the allowable deflection. c. These measurements include the allowable tolerance for lining thickness. 4. Correction of Pipe Not Complying with Deflection Requirements: a. If the calculated deflection at any location or any single measurement fails to meet specifications, the entire joint shall be reworked in accordance with the manufacturer’s recommendations and as directed by the Engineer at no additional cost to the Owner. This may include uncovering the pipe, re-compaction of the pipe bedding, and repair of the coating. It is the Contractor’s responsibility to continuously measure and calculate pipe deflection to verify it meets specification. b. All costs associated with measuring for pipe deflection and any repairs or rework associated with meeting these requirements shall be borne by the Contractor. 5. Pipe Deflection Reports: a. A monthly report shall be submitted as Record Data showing the following for each joint of pipe: 1). Allowable deflection and 1.5 times allowable deflection for each pipe diameter installed. 2). Deflection measurements and calculated deflection for each location measured per joint. 3). It is the responsibility of the Contractor to verify that the nominal pipe diameter meets specifications at all measured locations. Contractor shall coordinate pipe replacement with the pipe manufacturer for any pipe not meeting the specified internal diameter. Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 10 PRP15160 – Lower Pressure Plane Transmission Line C. Pipe Handling: 1. Haul, pipe, fittings, valves and other accessories to the Site. At all times handle the pipe with care to avoid damage. Load and unload pipe using hoists or cranes as specified below. Under no circumstances shall they be dropped. 2. At all times handle pipe with wide nonabrasive slings, wire ropes, belts or other equipment designed to prevent damage to the coating, and keep this equipment in such repair that its continued use is not injurious to the coating. The use of tongs, bare pinch-bars, chain slings, or pipe hooks without proper padding or any other handling equipment which the Engineer deems to be injurious to the coating shall not be permitted. Provide adequate spacing of pipe supports to prevent cracking or damage to the cement mortar lining. 3. Carefully observe the pipe for cracking and check the inside lining and coating, and should cracking occur, take immediate steps to protect the pipe. Have the pipe manufacturer repair any joint of pipe that has shrinkage cracks with a width of 1/16 inch or greater in the inside lining by using an approved method. If, in the opinion of the Engineer, the pipe is not suitable for repair, reject, plainly mark, and remove the pipe from the Site. 4. Have the pipe manufacturer repair any joint of pipe that has exterior coating cracks larger than 0.005 inch (a hairline) by using an approved method. If, in the opinion of the Engineer, the pipe is not suitable for repair, reject, plainly mark, and remove the pipe from the Site. 5. Remove, replace or reject any disbonded lining or coating. Apply bonding agent to patch area. A patch larger than 100 square inches or 12 inches in greatest dimension shall not be accepted. Adequately cure patches. 6. Provide the proper implements, tools, equipment and facilities for safe and convenient prosecution of the Work. Lower pipe, fittings, specials, valves, etc. into the trench by means of a crane or other machine. Do not roll or dump into the trench. The crane shall be of a sufficient size for handling the pipe, and shall lift and lower the pipe at a slow rate of speed. The crane shall be capable of stopping the lifting operation at any point without producing a shock or otherwise jerking or vibrating the pipe. 7. Keep the pipe clean during the laying operation and free of sticks, dirt, and trash. At the close of each operating day, effectively seal the open end of the pipe using a gasketed night cap. D. Pipe Jointing: 1. General: a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by brushing and wiping. If any damage to the protective coating on the metal has occurred, repair the damage before laying the pipe. Lubricate the gasket and the inside surface of the bell with an approved lubricant (flax soap) which will facilitate the telescoping of the joint. Tightly fit together sections of pipe and exercise care to secure true alignment and grade. When a joint of pipe is being laid, place the gasket on the spigot ring and enter the spigot end of the pipe into the bell of the adjoining pipe and push into position. The inside joint space between ends of the pipe Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 11 PRP15160 – Lower Pressure Plane Transmission Line sections shall have an opening within the tolerances as recommended by the pipe manufacturer. No "blocking up" of pipe or joints will be permitted, and if the pipe is not uniformly supported or the joint not made up properly, remove the joint and properly prepare the trench. After joining, check the position of the gasket with a feeler gauge. If the gasket is out of position, disassemble the joint and repeat the joint laying procedure. b. For interior welded joints, complete backfill before welding. After welding, apply the interior joint coating. 2. Exterior Joints: Make the exterior joint by placing a joint wrapper around the pipe and secure in place with two metal straps. The wrapper shall be 9 inches wide for pipe 36 inches and larger, and 7 inches wide for smaller pipe, hemmed on each side. The wrapper shall be fiberglass reinforced or burlap cloth, with lengths encircling the pipe, leaving enough opening between ends to allow the mortar to be poured inside the wrapper into the joint. Fill the joint with mortar from one side in one continuous operation until the grout has flowed entirely around the pipe. During the filling of the joint, pat or manipulate the sides of the wrapper to settle the mortar and expel any entrapped air. Leave wrappers in place undisturbed until the mortar has set-up. 3. Interior Joints: a. Upon completion of backfilling of the pipe trench, fill the inside joint recess with a stiff cement mortar. Prior to placing of mortar, clean out dirt or trash that has collected in the joint, and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots are required, apply a bonding agent to mortar and steel surface prior to placing joint mortar. Ram or pack the stiff mortar into the joint space and take extreme care to insure that no voids remain in the joint space. After the joint has been filled, level the surfaces of the joint mortar with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. b. Interior joints of pipe 24 inches and smaller shall have the bell buttered with mortar, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus mortar from the joint. The surplus mortar shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or an inflated ball through the pipe with a rope. 4. Welded Joints: a. Pipe 36 inches and smaller shall be welded from the outside using the following procedures: 1). Telescope together the joints to be welded with a rubber gasket as specified above and align perfectly with the adjacent section of pipe. Accomplish welding by laying a filler rod between the steel bell of one section and the steel spigot of the other, and welding the bell to the outside of the spigot. Use no less than three complete passes to make the weld. When the joint weld is completed, pour the exterior joint with mortar as specified above. After all sections are in final position, fill the interior joint as specified above. Welded joints shall meet the requirements of AWWA Manual M9. Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 12 PRP15160 – Lower Pressure Plane Transmission Line b. Pipe 42 inches and larger shall be welded from the inside, using the following procedures: 1). Joint spigots shall be trimmed where the stress in the gasket groove exceeds 12,000 psi due to axial thrust load. Trim the joint ring behind the gasket groove. After the adjacent pipe sections are aligned and tack welded, weld the bell to the spigot with a full fillet weld. Welded joints shall meet the requirements of AWWA Manual M9. When the joint weld is completed, grout the inside joint, pour the exterior joint with mortar as specified above. c. General weld requirements shall be as follows: 1). Weld joints in accordance with the AWWA C206 for Field Welding of Steel Water Pipe. Unless otherwise specified, welds shall be full circle fillet welds. 2). Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. 3). After the pipe have been joined and properly aligned and prior to the start of the welding procedure, the spigot and bell shall be made essentially concentric by jacking, shimming, or tacking to obtain clearance tolerance around the periphery of the joint. In no case shall the clearance tolerance be permitted to accumulate. 4). Before welding, thoroughly clean pipe ends. Weld pipe by machine or by the manual shielded electric arc process. Welding shall be performed so as not to damage lining or coating. Cover the coating as necessary to protect from welding. 5). Furnish labor, equipment, tools and supplies, including shielded type welding rod. Protect welding rod from any deterioration prior to its use. If any portion of a box or carton is damaged, reject the entire box or carton. 6). In all hand welding, the metal shall be deposited in successive layers. For hand welds, not more than 1/8 inch of metal shall be deposited in each pass. Each pass except the final one, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag, or flux before the succeeding bead is applied. Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. Undercutting along the side shall not be permitted. 7). Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. 8). If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, remove the pipe from the line. 9). Furnish each welder employed with a steel stencil for marking the welds, so that the work of each welder may be identified. Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 13 PRP15160 – Lower Pressure Plane Transmission Line 10). Use only competent, skilled and qualified workmen. Each welder employed by the Contractor shall be required to satisfactorily pass a welding test in accordance with AWWA C206 before being allowed to weld on the line. Field welding shall be provided by one of the following firms: a). Hanson Pipe and Products, Inc. b). Fuller’s Service Company, Barry Fuller, (817) 946-5458. c). Scott’s Welding, Scott Fowler, (972) 978-7865. d). Fletcher’s Welding, Darrell Fletcher. e). Ted Cantu, (817) 307-8750. f). Eddie’s Welding Service, Eddie Pierce, (817) 909-6089. g). National Welding Corporation, Nash Williams, (801) 255-5959. h). No others will be accepted. 11). After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. Any welder making defective welds shall not be allowed to continue to weld. 12). Visual tests and magnetic particle tests in accordance with AWWA C206, ASTM E709 and E1444, shall be performed by an Independent Certified Welding Inspector on all field welded joints. Weld inspector will be paid by the Contractor. Welds that prove to be defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at Contractor’s expense. 13). If the Contractor disagrees with the Engineer’s interpretation of welding tests, test sections may be cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. The procedure for repairing the joint shall be approved by the Engineer before proceeding. 14). Keep daily welding reports which identify the welder’s name and the joint welded. Joints must be shown on the daily welding reports with the identification number assigned in the lay drawings (ex. ID#1 – ID#2). Provide three copies of all daily welding reports to owner representative every month. E. Protection of Buried Metal: Protect buried ferrous metal such as flanges, nuts, bolts, dresser couplings, etc. by applying two wraps of wax tape in accordance with AWWA C217, and encasing it with flowable fill. F. Patching: 1. Excessive field-patching of lining or coating shall not be permitted. Patching of lining or coating will not be allowed where area to be repaired exceeds 100 square inches or has dimensions greater than 12 inches. In general, there shall not be more than one patch on either the lining or the coating of any one joint of pipe. 2. Wherever necessary to patch the pipe, make patch with cement mortar as previously specified for interior joints. Apply a bonding agent to a clean, dry surface prior to cement mortar patch. Do not install patched pipe until the patch has been properly and Item 14 Bar-Wrapped Concrete Cylinder Pipe and Fittings 33 05 01.05 - 14 PRP15160 – Lower Pressure Plane Transmission Line adequately cured and approved for laying by the Engineer. Promptly remove rejected pipe from the site. G. Pipe Bedding and Backfill: 1. Pipe bedding and backfill shall be as specified in Section 31 23 33.16 “Trenching and Backfill.” Remove sheeting and shoring in a manner such that a good bond is achieved between the backfill material and the undisturbed trench walls. 3.02 FIELD QUALITY CONTROL A. Disinfect the piping system as specified in Section 33 10 13 “Disinfection Water Utility Distribution.” B. Perform a hydrostatic test as specified in Section 01 45 16.16 “Hydrostatic Testing.” END OF SECTION Item 14 Pipeline Crossing 33 05 23.33 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 05 23.33 PIPELINE CROSSING 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install pipe casings or tunnel liners by boring, tunneling or open cut as specified. This Section sets forth the requirements for utility lines crossing roadways or railroads using bore, tunneling, or open cut. 1.02 QUALITY ASSURANCE A. Design Criteria: Tunnel Liner Plate: The tunnel liner plate shall be designed by the tunnel liner plate manufacturer in accordance with the methods and criteria as specified in AASHTO Standard Specifications for Highway Bridges, Section 16. Soil parameters shall be determined by the tunnel liner plate manufacturer. The tunnel liner plate shall be designed to allow a maximum deflection of 3 percent. The thickness of the tunnel liner plate specified herein is the minimum acceptable and shall be increased as necessary to obtain adequate joint strength, stiffness, buckling strength, and resistance to deflection. B. Installer's Qualifications: Installation shall be by a competent, experienced contractor or subcontractor. The Installer shall have a satisfactory experience record of at least 3 years engaged in similar work of equal scope. C. Performance Requirements: Lateral or vertical variation in the final position of the pipe casing or tunnel liner from the line and grade shown on the Drawings shall be permitted only to the extent of 1 inch in 10 feet, provided that such variation shall be regular and only in the direction that will not detrimentally affect the function of the carrier pipe. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Record Data for the tunnel liner plate and fasteners from the tunnel liner plate manufacturer. Record Data shall include calculations for the design of the tunnel liner plate sealed by a licensed professional engineer registered in the State of Texas. 2. Record Data for casing insulators including sketches of insulators with material components and dimensions and proposed locations of insulators. 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American Association of State Highway and Transportation Officials (AASHTO): Item 14 Pipeline Crossing 33 05 23.33 - 2 PRP15160 – Lower Pressure Plane Transmission Line American Association of State Highway and Transportation Officials (AASHTO) AASHTO M-190 Bituminous Coated Corrugated Metal Culvert Pipe and Pipe Arches AASHTO 11-26 Standard Specifications for Highway Bridges, Construction Tunnels using Steel Tunnel Liner Plates 2. American Society for Testing and Materials (ASTM): American Society for Testing and Materials (ASTM) ASTM A36 Structural Steel ASTM A123 Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products ASTM A135 Electric - Resistance - Welded Steel Pipe ASTM A139 Electric - Fusion (Arc) - Welded Steel Pipe ASTM A153 Zinc Coating (Hot Dip) on Iron and Steel Hardware ASTM A307 Carbon Steel Bolts and Studs, 60,000 PSI Tensile ASTM A449 Quenched and Tempered Steel Bolts and Studs ASTM A1011 Steel, Carbon, Hot-Rolled Sheet and Strip, Commercial Quality ASTM A570 Hot Rolled Carbon Steel Sheet and Strip, Structural Quality ASTM C76 Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe ASTM D4253 Test Methods for Maximum Index Density of Soils and Unit Weight of Soils Using Vibratory Tests 3. American Water Works Associations (AWWA): American Water Works Associations (AWWA) AWWA C206 Field Welding of Steel Water Pipe AWWA C210 Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines 1.05 DELIVERY AND STORAGE A. Store tunnel liner plates according to the manufacturer’s instruction. Avoid damaging coating during loading, transportation, unloading, or installation. Store tunnel liner plates so they do not pond or store water. 1.06 JOB CONDITIONS; PERMITS AND EASEMENT REQUIREMENTS A. Where the Work crosses a right-of-way that requires a permit or easement, the Owner will secure the appropriate permit or easement. The Contractor shall observe regulations and instructions of the right-of-way owner as to the methods of performing the Work and take precautions for the safety of the property and the public. Negotiations and coordination with the right-of-way owner shall be carried on by the Contractor, not less than 5 days prior to the time of his intentions to begin Work on the right-of-way. B. Comply with the requirements of the permit and/or easement, a copy of which is included in Appendix A. The Work within TxDOT rights-of-way shall comply with TxDOT Item 14 Pipeline Crossing 33 05 23.33 - 3 PRP15160 – Lower Pressure Plane Transmission Line specifications. If required by the right-of-way owner, obtain Protective Liability Insurance in the amount required by the right-of-way owner or other insurance as is specified in the permit at no cost to the Owner. Acquire a permit, agreement, or work order from the right- of-way owner as is required. Use the methods and materials specified on the permits. C. Construction along roads and/or railroads shall be performed in such a manner that equipment and excavated material are kept off the roads and railroads at all times. Construction shall not interfere with the operations of the roads and railroads. D. Barricades, warning signs, and flagmen, when necessary and specified, shall be provided by the Contractor at no additional cost to the Owner. E. Blasting shall not be allowed. F. Existing utilities are to be protected. The Contractor shall verify location and elevation of any utilities, cables, pipelines, etc. before proceeding with the construction and plan his construction so as to avoid damage to the existing utilities, cables, pipelines, etc. Verification of location of existing utilities shall be the complete responsibility of the Contractor. Any utility conflicts that affect tunnel operations shall be brought to the attention of the Owner prior to tunneling operations beginning. Any relocation, repair, etc. of existing utilities shall be in accordance with the requirements of the utility owner, all at the expense of the Contractor. The Contractor may with the Owner’s approval, extend the tunneling operation to avoid utilities, at no additional cost to the Owner. 1.07 OPTIONS A. Casing Material: Unless specified otherwise, the Contractor may use steel pipe, reinforced concrete pipe, or tunnel liner plate where bore and/or tunnel is specified. Unless specified otherwise, the Contractor may use steel pipe or reinforced concrete pipe where open cut casing is specified. The material specifications for casing pipe and tunnel liner are the minimum acceptable. The Contractor shall ensure that the materials used are of sufficient strength for the installation method chosen and the soil conditions encountered. B. Bore and Tunnel Methods: Unless specified otherwise, the Contractor may use boring or tunneling for installation of casing material. Tunnel liner plate shall not be used where bore methods are used. The Contractor shall ensure that the methods used are adequate for the protection of workers, pipe, property, and the public. Provide a finished product as required. 2.00 PRODUCTS 2.01 MATERIALS A. Steel Pipe: Steel casing pipe shall have a minimum yield strength of 35,000 psi. Casing shall meet ASTM A36, ASTM A570, ASTM A135, ASTM A139, or approved equal. Pipe shall be coated and lined in accordance with AWWA C210 or approved equal. Pipe joints shall be welded in accordance with AWWA C206. After pipe is welded, coating and lining shall be repaired. Unless specified otherwise, the minimum wall thickness of steel casing pipe shall be as follows: Item 14 Pipeline Crossing 33 05 23.33 - 4 PRP15160 – Lower Pressure Plane Transmission Line Casing Diameter Wall Thickness 4" - 24"0.250" 25" - 42"0.375" 43" - 72"0.500" A. Tunnel Liner Plates: Corrugated metal tunnel liner plates shall be galvanized and made from steel sheets conforming to the requirements of ASTM A1011. Material to be galvanized shall be zinc coated in accordance with ASTM A123, except that the zinc shall be applied at a rate of 2.0 oz. per square foot on each side. Tunnel liner plates and fasteners shall comply with the requirements of AASHTO Standard Specification 11-26. Liner plates shall be punched for bolting on both longitudinal and circumferential seams, fabricated to permit complete erection from the inside of the tunnel. Bolts and nuts shall be galvanized to conform to ASTM A153. Plates shall be of uniform fabrication and those intended for one size tunnel shall be interchangeable. Welding of tunnel liner plate shall not be allowed. The material used for the construction of these plates shall be new, unused, and suitable for the purpose intended. Workmanship shall be first class in every respect. Minimum thickness of tunnel liner plate shall be as follows: Minimum Thickness Tunnel Diameter 2-Flange 4-Flange 54”0.135”0.135” 60”0.135”0.135” 66”0.135”0.179” 72”0.135”0.209” 78”0.135”0.209” 84”0.164”0.250” 90”0.164”0.313” 96”0.164”0.313” 102”0.179”0.313” 2.02 MIXES A. Cement Mortar: Consisting of 1 part cement to 2 parts clean sand with sufficient water to make a thick workable mix. B. Pressure Grout Mix: Comprised of 1 cubic foot of cement and 3.5 cubic feet of clean fine sand with sufficient water added to provide a free flowing thick slurry. If desired to maintain solids in the mixture in suspension, 1 cubic foot of commercial grade bentonite may be added to each 12 to 15 cubic feet of the slurry. C. Cellular Grout Mix: The cellular grout shall be a low-density, non-shrink grout composed of Type II Portland Cement, water, and a performed foam. The cellular grout shall have the following characteristics: 1. Minimum 28-day Compressive Strength = 1000 psi. Item 14 Pipeline Crossing 33 05 23.33 - 5 PRP15160 – Lower Pressure Plane Transmission Line 2. Slurry (Wet) Density = 50 to 60 pcf. 3. Cement = Type II, per ASTM C150. 4. Water = Potable. 5. Foam = Per ASTM C869. 6. Water/Cement Ration = 0.56b to .60. 2.03 MANUFACTURED PRODUCTS A. Tunnel Liner: Manufactured by Contech, Dywidag Systems International (DSI), or approved equal. B. Mortar Bands: Concrete cylinder pipe and mortar coated steel pipe may have thickened outside mortar bands in lieu of casing insulators. Mortar bands shall properly position the pipe within the casing or tunnel liner. C. Casing Spacers: Spacers may extend for the full length of a pipe joint – including bell and spigot portions – or may be spaced at intervals. Spacers shall be securely fastened to the pipe. Band or shell of the spacer shall be 14 gauge stainless steel. Runners shall be either glass reinforced plastic or high molecular weight polymer. Fasteners for spacers shall be stainless steel or cadmium-plated. 3.00 EXECUTION 3.01 GENERAL CONSTRUCTION PROCEDURES A. Excavation and Backfill of Access Pits: 1. Do not allow excavation over the limits of the bore or tunnel as specified. Trench walls of access pits adjacent to the bore or tunnel face shall be truly vertical. Shore the trench walls as necessary to protect workmen, the public, structures, roadways, and other improvements. 2. Work to be performed may require draining, pumping, and dewatering operations necessary to complete the Work as specified and as indicated on the Drawings. It is the intent of this Section that such draining, pumping, and dewatering shall be the obligation of the Contractor, and the cost of such included in the price bid for boring and/or tunneling operations. The Contractor shall provide all necessary coffer dams and pumping to remove all surface water, ground water, leakage, and water from other sources from excavations. 3. Excavations within the right-of-way and not under surfacing shall be backfilled and consolidated by tamping in 6-inch horizontal layers to 95 percent of maximum density as measured by ASTM D698. Surplus material shall be removed from the right-of-way and the excavation finished to original grades. Backfill pits immediately after the installation of the carrier pipe is completed. If carrier pipe is not installed immediately after casing pipe installation, the right-of-way owner may require the access pits be temporarily backfilled until installation of carrier pipe. 4. Where seeding is disturbed by excavation or backfilling operations, such areas shall be replaced by seeding as specified in Section 31 25 13.13 “Seeding for Erosion Control.” Item 14 Pipeline Crossing 33 05 23.33 - 6 PRP15160 – Lower Pressure Plane Transmission Line 5. The Contractor shall contact TxDOT prior to excavation of any bore pit an adequate amount of time before Work begins to familiarize himself with the TxDOT requirements. B. Installing Carrier Pipe in Tunnel Liner: 1. Pipe to be installed within the tunnel liner shall meet the requirements for this type of pipe as specified. Where indicated, place, align, and anchor guide rails inside the tunnel liner. If guide rails are used, place cement mortar on both sides of the rails. Rollers are to be used on steel pipe to protect the coating. 2. Pull or skid pipe into the tunnel liner per the Drawings. Lubricants such as flax soap or drilling mud may be used to ease pipe installation. Do not use Petroleum products, oil or grease for this purpose. 3. After installation of the carrier pipe, mortar inside and outside of the joints as applicable. Verify electrical discontinuity between the carrier pipe and tunnel liner. If continuity exists remedy the problem prior to applying the cellular grout. 4. If grouting of the annular space between the carrier pipe and tunnel liner is required after carrier pipe installation is complete, the annular space between the carrier pipe and tunnel liner shall be completely filled with cellular grout. The Installation Contractor shall take precautions to prevent flotation of the carrier pipe during grouting. The exterior joints of mortar coated steel or concrete cylinder pipe are not required to be mortared if Flex Pro-Tex is used. Exterior joint coating (heat shrink sleeves) is required for polyurethane coated steel pipe. Provide necessary bulkheads as recommended by the Cellular Grout Supplier. If pressure is used to apply the grout, verify the maximum allowable pressure with the carrier pipe manufacturer, and do not exceed this pressure. C. Free-Air System: If required by OSHA standards, free-air systems shall be installed and maintained. D. Installation of Pressure Grout Mix: 1. Install pressure grout mix in the void space between the outside of the tunnel liner and the excavation. For tunnel liner plate, install pressure grout mix at the end of each workday or more often as conditions warrant. 2. Unless specified otherwise, install pressure grouting through grout fittings for the tunnel liner plate 48 inches in diameter or larger. Grout fittings shall be fabricated into tunnel liner plate at a maximum spacing of 6 feet. Remove and plug grout fittings after pressure grouting. 3. Install pressure grout from the low end for all crossings where grout fittings are not used. Seal the low end and pressure grout until grout is extruded from the opposite end. 3.02 CROSSINGS INSTALLED BY BORING A. Perform the boring from the low or downstream end unless specified otherwise. Bore the holes mechanically and use a pilot hole. By this method, an approximate 2-inch pilot hole shall be bored the entire length of the crossing and shall be checked for line and grade. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Place excavated material near the top of the working pit and dispose of material as required. The Item 14 Pipeline Crossing 33 05 23.33 - 7 PRP15160 – Lower Pressure Plane Transmission Line use of water or other fluids in connection with the boring operation will be permitted only to lubricate cuttings. Jetting shall not be permitted. If pilot hole is off grade or not in line, Contractor shall fill pilot hole with grout, allow 24 hours to cure and attempt the pilot hole again. Bore will not proceed until pilot hole is drilled properly. B. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade, carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. C. In locations where the soil formation is other than consolidated rock, insert the casing pipe simultaneously with the boring operation. This requirement applies to all bored holes of 18 inches or greater in diameter. For smaller diameter bored holes, the casing shall be installed as the boring progresses, if possible, but because of differences in soil formations the time for inserting the casing shall be the Contractor's responsibility. In the event that caving sand or water bearing materials are encountered, insert the casing pipe simultaneously with the boring operation regardless of the diameter of the bored hole. In all cases, the security and integrity of the roadway, railroad, or other improvement being crossed is the primary concern. The Contractor shall be held fully responsible for the continued integrity of the structure of the roadway being crossed, whether or not a casing pipe is inserted simultaneously with the boring operation. 3.03 CROSSINGS INSTALLED WITH TUNNEL LINER PLATE A. Install the tunnel liner plates to the limits indicated and as specified in AASHTO Section 11- 26. Assemble steel liner plates into circumferential rings. Liner plates shall be of the type to permit segments to be installed completely from inside the tunnel or bore. B. Accurately maintain the face of the excavation inside the tunnel so as to allow the absolute minimum of void space outside the liner plate. Maintain a maximum of 1/2-inch tolerance between the outside of the liner plate and the excavation wherever possible. The tunnel diameter shall not be greater than 2 inches larger than the liner O.D. C. Liner plate installation shall proceed as closely as possible behind the excavation. Excavation shall at no time be more than 6 inches ahead of the required space to install an individual tunnel liner plate. Use breast plates, poling boards or other suitable devices to maintain accurate excavation with the minimum of unsupported excavation at any time. Tunnel liner plate shall not be allowed to deflect vertically during installation. 3.04 CROSSINGS WITH CASING INSTALLED BY OPEN CUT A. For casings installed by open cut excavation, excavation, backfill, and embedment of casing pipe shall be as specified in Section 31 23 33.16 “Trenching and Backfill.” All other requirements shall be as specified herein. END OF SECTION Item 14 Disinfecting of Water Utility Distribution 33 10 13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 10 13 DISINFECTING OF WATER UTILITY DISTRIBUTION 1.00 GENERAL 1.01 WORK INCLUDED A. Disinfect the facilities for pumping, storing, or conveying potable water to comply with the standards for potable water of the regulatory agency of jurisdiction. Potable water is defined as any water that has been filtered, disinfected or otherwise treated to the meet regulatory standards (in the water treatment plant this includes the inside surfaces of the filters). B. Disinfect piping systems that are used to convey water, solutions, or chemicals to the potable water facilities. C. Test water from the disinfected system per regulatory standards to verify that water is acceptable. Repeat procedure if tests do not meet standards. 2.00 PRODUCTS 2.01 MATERIALS A. Liquid Chlorine: Meeting the requirements of AWWA B301. B. Calcium Hypochlorite: Meeting the requirements of AWWA B300. 3.00 EXECUTION 3.01 NEW FACILITIES A. New facilities shall be thoroughly disinfected in accordance with AWWA Standard C651 - Water Mains, C652 - Storage Facilities, C653 – Water Treatment Plants, and then flushed and sampled before being placed in service. Samples shall be collected and tested in accordance with the TCEQ Rules and Regulations, Chapter 290. B. During construction keep basins, pipe, fittings, equipment, and appurtenances free from dirt and debris. 1. Clean basins thoroughly before disinfection. 2. Seal the open ends of pipe with water-tight plugs when pipe is not being laid. 3. Pump water from trenches before removing the plug when water accumulates in the trench. C. Complete hydrostatic test of the line prior to disinfection. D. Wash the surfaces to be disinfected. 1. Flush pipelines. The minimum quantity of water used for flushing must exceed the capacity of the line to insure that clean water has traversed the entire length of pipe. 2. Power wash the surfaces of basins and reservoirs using high pressure wash systems. E. Disinfect facilities per the following procedures of AWWA: Item 14 Disinfecting of Water Utility Distribution 33 10 13 - 2 PRP15160 – Lower Pressure Plane Transmission Line 1. Water Mains: C651 - latest revision. 2. Water Storage Facilities: C652 - latest revision. 3. Water Treatment Plants: C653 - latest revision. F. Fill the system with potable water. Test the water to see that it meets the requirements of the regulatory agency of jurisdiction for potable water. Monitor the system for 2 days. If water test fails to meet the prescribed standards, repeat the disinfection process until water meets quality standards for disinfection. 3.02 REPAIRS OR CONNECTIONS TO EXISTING LINES A. Clean and sterilize the interior surfaces of new piping, fittings, equipment, and appurtenances to be installed in an existing potable water system or connected to an existing system. B. Clean and sterilize the existing pipe or facilities for a minimum distance of 3 pipe diameters back from the ends of the pipe. Plug the ends of the line when work is not being performed on the pipe. C. Perform sterilization by swabbing each item with a concentrated chlorine solution. 1. Each piece is to be disinfected prior to being assembled for installation in the existing pipe. 2. Disinfect each piece just prior to assembly to help prevent re contamination. 3. Plug the ends of the assembly until a new item is to be added to the assembly. 4. Store disinfected materials on blocks to prevent contact with the ground. 3.03 DISPOSAL OF FLUSHING AND DISINFECTION WATER A. Chlorinated water used in flushing and disinfecting pipelines, storage tanks, or vessels prior to connection to the distribution system shall be disposed of by the Contractor in an acceptable manner. Chlorinated water must be “de-chlorinated” prior to disposal to eliminate adverse impacts to the surrounding environment. Water released to the environment shall meet all AWWA, EPA, and TCEQ regulatory requirements. 1. The Contractor is responsible for complying with all of the applicable requirements of the TPDES General Permit TXG670000, issued by the TCEQ, regarding the discharge of hydrostatic test water. 2. Residual chlorine concentrations may be reduced using sulfur dioxide, sodium bisulfite,, sodium sulfite, sodium thiosulfate, or ascorbic acid. 3. The discharge must be to a splash pad or paved area, and may not be located within 300 feet of the intake for a domestic drinking water supply or 500 feet of any public or private water well. 4. An effluent water sample must be taken during the first hour of discharge at a location immediately near the point of discharge, and collected prior to commingling with storm water, wastewater, or other flows. 5. For discharges that extend beyond an hour in duration, a second sample must be taken of the last 10% of the effluent. Item 14 Disinfecting of Water Utility Distribution 33 10 13 - 3 PRP15160 – Lower Pressure Plane Transmission Line 6. Sampling protocol, sample containers, holding times, preservation methods, and analytical methods must follow the requirements set forth in the general permit. 7. The effluent grab sample(s) must be analyzed for total residual chlorine by an accredited and certified laboratory. 8. Any noncompliance that endangers human health or safety, or the environment must be reported to the TCEQ in accordance with the general permit. 9. Any effluent violation which deviates from the permitted effluent limitation by more than 40% must be reported to the TCEQ in accordance with the general permit. 10. The Contractor must record all hydrostatic test water sample results on an approved DMR (EPA Form 3320-1). These monitoring records shall be retained for a period of three years from the date of the record and be readily available for review by the TCEQ upon request. See attached form B. With the written permission of the Owner of the system, chlorinated water may be disposed of in a sanitary sewer system if one is available. In the case of larger pipelines and the larger volumes of water involved, the Contractor will not be permitted to use the sanitary sewer system for disposal even if one is available. END OF SECTION Item 14 Disinfecting of Water Utility Distribution 33 10 13 - 4 PRP15160 – Lower Pressure Plane Transmission Line Item 14 Steel Pipe and Fittings 33 11 13.13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 11 13.13 STEEL PIPE AND FITTINGS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install steel pipe, fittings, and specials as specified, including connections and appurtenances, as required for the proper installation and function of the pipe as indicated herein. B. The pipeline coating shall be specified in Section 09 97 16 PIPELINE COATINGS AND LININGS. The pipe coating shall be polyurethane unless the use of mortar coated or epoxy coated steel pipe is indicated on the Drawings. 1.02 QUALITY ASSURANCE A. Experience Requirements: 1. Pipe shall be the product of one manufacturer who has had not less than 5 years’ successful experience manufacturing pipe of the particular type and size indicated. Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be performed at one location unless otherwise approved by the Engineer. The intent is that the lining and coating for the pipe or the fitting be done at the same location as the pipe or fitting. The pipe and fitting may be manufactured at different locations. The Engineer will waive the requirement for 5 years’ experience in manufacturing of the pipe, when at the sole discretion of the Engineer, the manufacturer’s experience and capabilities meet the intent of the experience requirement. All pipe shall be new and not supplied from inventory. All pipe and fittings shall be manufactured in the Continental U.S.A., and shipping over salt waterways will not be allowed. 2. The lining for pipe diameters of 108-inch and smaller shall be shop applied spun cement mortar lining. 3. The manufacturer shall be certified under SPFA or ISO 9001 quality certification program for steel pipe and accessory manufacturing. B. Owner Testing and Inspection: 1. Pipe may be subject to inspection by an independent testing laboratory, which laboratory shall be selected and retained by the Owner. Representatives of the laboratory or the Engineer shall have access to the Work whenever it is in preparation or progress, and the pipe manufacturer shall provide proper facilities for access and for inspection. The pipe manufacturer shall notify the Owner in writing, a minimum of 2 weeks prior to the pipe fabrication so that the Owner may advise the manufacturer as to the Owner's decision regarding tests to be performed by an independent testing laboratory. Material, fabricated parts, and pipe, which are discovered to be defective, or which do not conform to the requirements of this Section shall be subject to rejection at any time prior to Owner's final acceptance of the product. Pipe manufacturer shall be responsible for repairs to the coating system required as a result of Owner testing (polyurethane-coated pipe only) at no additional cost to the Owner. 2. The inspection and testing by the independent testing laboratory anticipates that production of pipe shall be done over a normal period of time and without "slow Item 14 Steel Pipe and Fittings 33 11 13.13 - 2 PRP15160 – Lower Pressure Plane Transmission Line downs" or other abnormal delays. In the event that an abnormal production time is required, and the Owner is required to pay excessive costs for inspection, then the Contractor shall be required to reimburse the Owner for such laboratory costs over and above those which would have been incurred under a normal schedule of production as determined by the Engineer. C. Factory Testing: The manufacturer shall perform all tests as required by the applicable AWWA standards and as listed herein. D. Cement Mortar Lining: Shop-applied cement mortar linings shall be tested in accordance with AWWA C205. E. Pipe Coatings: Pipe coatings shall be as specified in Section 09 96 00 “High Performance Coatings.” F. Hydrostatic Pressure Testing: 1. Each joint of pipe shall be hydrostatically tested prior to application of lining or coating. The internal test pressure shall be that which results in a fiber stress equal to 75 percent of the minimum yield strength of the steel used. Each joint of pipe tested shall be completely watertight under maximum test pressure. As a part of testing equipment, the pipe manufacturer shall maintain a recording pressure gauge, reference number of pipe tested, etc. The pipe shall be numbered in order that this information can be recorded. 2. Fittings shall be fabricated from hydrostatically tested pipe. Fittings shall be tested by hydrostatic test, air test or magnetic particle test. Air test shall be made by applying air to the welds at 10 pounds per square inch pressure and checking for leaks around and through welds with a soap solution. In addition, 10 percent of welds shall be checked with x-ray or ultrasonic testing by a third party Certified Welding Inspector paid for by the Owner. G. Charpy V-Notch Test: Each heat of steel for plates or coil used for pipe barrels 0.25-inches and thicker shall be tested to verify minimum full size impact values of 25 ft-lb at 30°F in accordance with ASTM A370. H. Elongation: For the tensile test specified in ASTM A370, 2-inch test specimens shall show elongations not less than 22 percent for each heat of steel. When 8-inch test specimens are used in lieu of 2-inch test specimens, the specimens shall show elongations not less than 18 percent for each heat of steel. I. Mill Certification: The Owner will require the manufacturer to furnish mill test certificates on reinforcing steel or wire, steel plate, and cement. The manufacturer shall perform the tests described in AWWA C200, for all pipe, fittings, and specials. J. Manufacturer's Technician for Pipe Installation: 1. During the construction period, the pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician to advise and instruct as necessary in pipe laying and pipe jointing. The technician shall assist and advise the Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. The technician is not required to be on-site full time; however, the technician shall be on-site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, Owner, or Contractor. Item 14 Steel Pipe and Fittings 33 11 13.13 - 3 PRP15160 – Lower Pressure Plane Transmission Line 2. The pipe manufacturer shall provide services of the polyurethane coating manufacturer's representative and a representative from the heat shrink joint manufacturer for a period of not less than 1 week at beginning of actual pipe laying operations to advise Contractor and Owner regarding installation, including but not limited to, handling and storage, cleaning and inspecting, coating repairs, field applied coating, heat shrink installation procedures and general construction methods and how they may affect the pipe coating. 3. The manufacturer's representative shall be required to return if, in the opinion of the Engineer, the polyurethane coating or the Contractor's construction methods do not comply with the Specifications. Cost for the manufacturer’s representatives to return to the Site shall be at no additional cost to the Owner. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: B. SHOP DRAWINGS 1. Prior to the fabrication of the pipe, submit fabrication and laying drawings to the Engineer. Shop Drawings shall include: a. Schematic location, which shall include a profile and a tabulated layout schedule, both of which shall be appropriately referenced to the stationing of the proposed pipeline as shown on the plan and profile sheets. b. Shop Drawings shall be based on the Contract Documents and shall incorporate changes necessary to avoid conflicts with existing utilities and structures. The specific number of each pipe and fitting, location of each pipe, direction of each fitting in the completed line shall be depicted. c. Full details of reinforcement and dimensions for pipe and fittings. d. Location of all outlets as required by the Contractor to install welds. e. Location and details for the fabrication of all fittings and specials. The line layout shall include the pipe station and invert elevation at all changes in grade or horizontal alignment. f. Provisions for thrust restraint g. Where welded joints are required, welding requirements, welding procedures, provisions for thermal stress control, and provisions for control of coating damage shall be depicted. 2. The Contractor’s Proposed Field Welding Procedure Specification (WPS) in accordance with AWWA C206 and AWS D1.1. C. CERTIFICATION OF COMPLIANCE WITH CONTRACT DOCUMENTS 1. Prior to shipment of the pipe, the Contractor/Pipe Manufacturer shall submit an affidavit certifying that the pipe, fittings, specials, and other products and materials furnished, comply with this Section, Drawings, and the applicable requirements of the AWWA standards. D. CERTIFIED TEST REPORTS Item 14 Steel Pipe and Fittings 33 11 13.13 - 4 PRP15160 – Lower Pressure Plane Transmission Line Submit the following Certified Test Reports prior to shipment of the pipe: 1. Copies of results of factory hydrostatic tests and test of fittings shall be provided to the Engineer. 2. Mill certificates, including chemical and physical test results for each heat of steel, Charpy v-notch tests, and elongation tests. 3. A Certified Test Report from the coating Manufacturer indicating that the coatings were applied in accordance with Manufacturer's requirements and in accordance with this Section on all pipe, fittings and joints made in the factory. 4. Welder Qualifications Records (WQR) in accordance with AWWA C206 and AWS D1.1 for both factory and field welders. 5. Certified test reports for cement mortar tests. 6. Gasket certification in accordance to AWWA C200 shall be provided where bell and spigot gasket joint pipe is specified. 7. Copies of all manufacturer’s factory quality control tests. E. RECORD DATA 1. Prior to fabrication, submit the following: a. Manufacturer’s Welding Procedure Specifications per AWS D1.1 or Section IX of the ANSI/ASME Boiler and Pressure Vessel Code, under ANSI/AWS B2.1. b. Submit inspection procedures to be used by Manufacturer and for quality control and assurance for materials and welding. Submit standard repair procedures that describe in detail shop and field work to be performed. c. Certification showing calibration within last 12 months for equipment such as scales, measuring devices, and calibration tools used in manufacture of pipe. Each device used in manufacture of pipe is required to have tag recording date of last calibration. Devices are subject to inspection by Owner. 2. Provide copies of “Release for Manufacture” layout sheets prior to pipe delivery. 3. Daily welding reports for field welding showing welder and joint welded shall be submitted monthly. 4. After construction, the Pipe Manufacturer shall provide AutoCad drawings of the pipe plan and profile layout sheets showing each joint of pipe and all appurtenances to the same coordinate system as used on the Drawings. 5. After construction, the installation Contractor shall provide ASCI electronic record data showing top-of-pipe survey every 50 feet along the pipeline and at horizontal and vertical deflections. 1.04 STANDARDS A. Except as modified or supplemented herein, the steel pipe, coatings, fittings, and specials shall conform to the applicable requirements of the following standard specifications, latest edition: 1. American National Standards Institute (ANSI)/NSF: Item 14 Steel Pipe and Fittings 33 11 13.13 - 5 PRP15160 – Lower Pressure Plane Transmission Line a. ANSI/NSF Standard 61. 2. American Society of Mechanical Engineers (ASME): a. ASME Shop Welding Certification. 3. American Society for Testing and Materials (ASTM): American Society for Testing and Materials (ASTM) ASTM C33 Specifications for Concrete Aggregates ASTM C35 Specifications for Inorganic Aggregates for Use in Gypsum Plaster ASTM C150 Specifications for Portland Cement ASTM D16 Paint, Varnish, Lacquer, and Related Products ASTM D522 Mandrel Bend Test of Attached Organic Coatings ASTM E165 Practice for Liquid Penetrant Inspection Method ASTM E709 Practice for Magnetic Particle Examination ASTM E1444 Guide for Magnetic Particle Examination 4. American Water Works Associations (AWWA): American Water Works Associations (AWWA) AWWA C200 Steel Water Pipe 6 Inches and Larger AWWA C205 Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 Inches and Larger - Shop-Applied AWWA C206 Field Welding of Steel Water Pipe AWWA C207 Steel Pipe Flanges for Waterworks Service - Sizes 4 Inches thru 144 Inches AWWA C208 Dimensions for Steel Water Pipe Fittings AWWA C210 Liquid-Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines AWWA C216 Heat Shrinkable Cross-Linked Polyolefin Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines AWWA C217 Petrolatum and Petroleum Wax Tape Coatings for the Exterior of Connections and Fittings to Steel Water Pipelines AWWA C222 Polyurethane Coatings for the Interior and Exterior of Steel Water Pipelines and Fittings AWWA C602 Cement-Mortar Lining of Water Pipelines - 4 Inches and Larger - In- Place AWWA M11 Manual: Steel Pipe - A Guide for Design and Installation 5. American Welding Society (AWS): a. AWS D1.1 – Structural Welding Code. 6. Steel Structures Painting Council (SSPC): Item 14 Steel Pipe and Fittings 33 11 13.13 - 6 PRP15160 – Lower Pressure Plane Transmission Line Steel Structures Painting Council (SSPC) SSPC-SP-1 Steel Structures Painting Council - Solvent Cleaning SSPC-SP-10 Steel Structures Painting Council - Near-White Blast Cleaning SSPC-PA2 Steel Structures Painting Council - Measurement of Dry Paint Thickness with Magnetic Gages SSPC-PA/Guide 3 Steel Structures Painting Council - A Guide to Safety in Paint Application SSPC-PS/ Guide 17 Steel Structures Painting Council - A Guide for Selecting Urethane Painting Systems 1.05 DELIVERY AND STORAGE A. Packing: 1. The pipe shall be prepared for shipment to afford maximum protection from normal hazard of transportation and allow pipe to reach the Site in an undamaged condition. Pipe segments damaged in shipment that requires more than two repairs per segment will not be accepted at the Site. No more than 10 percent of all segments shall have damage repairs, or all damaged pipe segments will be rejected. Normal factory repair of lining and coating for fabrication of fittings and specials is acceptable. 2. Pipe sections shall be handled in accordance with Paragraph 3.01.C – Pipe Handling. In all instances deliver, handle, and store pipe in accordance with the Manufacturer’s recommendations to protect coating systems. Upon delivery of the pipe, notify the Engineer, so that inspection can be made. 3. For mortar lined pipe, after the completed pipe and fittings have been removed from the final cure at the manufacturing plant, the pipe lining shall be protected from drying by means of plastic end covers banded to the pipe ends. Covers shall be maintained over the pipe ends at all times until ready to be placed in the trench. Moisture shall be maintained inside the pipe by periodic addition of water as necessary. 4. Pipes shall be carefully supported during shipment and storage. Pipe, fittings, and specials shall be separated so that they do not bear against each other, and the whole load shall be securely fastened to prevent movement in transit. Ship pipe on padded bunks with tie-down straps approximately over stulling. Store pipe on padded skids, sand or dirt berms, tires, or other suitable means to protect the pipe from damage. Each end of each length of pipe, fitting, or special and the middle of each pipe joint shall be internally supported and braced with stulls to maintain a true circular shape. Additional stulls shall be included, as determined by the Pipe Manufacturer, if required to protect the pipe from damage. The Pipe Manufacturer’s stulling shall meet or exceed the standards listed in ASCE MOP No. 79. Internal stulls shall consist of timber or steel firmly wedged and secured so that stulls remain in place during storage, shipment, and installation. Timber stulls will be allowed in diameters above 84-inch, if it can be demonstrated that the timbers will stay in place until backfilling. Pipe and liner shall be protected from damage from stulls using shaped wood pads or similar devices, unless it can be demonstrated that the wood pads are not required to prevent damage to the pipe lining. Stulls shall not be welded directly to the pipe except at the end of the pipe where the mortar is held back. Pipe shall be rotated so that one stull remains vertical Item 14 Steel Pipe and Fittings 33 11 13.13 - 7 PRP15160 – Lower Pressure Plane Transmission Line during storage, shipment and installation. Stulls shall not be removed until pipe is laid, set to grade and backfilled. B. Marking for Identification: Marking for Identification: Each joint of pipe and each fitting shall have plainly marked on one end, the class for which it is designed, the date of manufacturer, and the identification number as shown on the Shop Drawings. The top centerlines shall be marked on all fittings and specials. Each joint of pipe and each fitting shall also be marked at each end on the interior lining near but not inside the bell or spigot with the section designation and pipe identification number as shown on the approved Shop Drawings. Markings should be visible from inside the pipe after installation during and after field welding, joint grouting, and inspection. Markings should be applied a minimum of 3” in height with a waterproof paint or dye resistant to fading due to UV exposure. C. Point of Delivery: It is desired that pipe be hauled direct from pipe plant to the Site and strung along pipeline route, thus avoiding rehandling of pipe and the possibility of damage thereto. Where fully loaded truck and trailer cannot operate along the pipeline route, pipe may be unloaded at access points along the route, and brought to the trench side by approved methods; however, the Contractor shall be responsible that pipe is undamaged at the time of installation. 2.00 PRODUCTS 2.01 MATERIALS A. Cement Mortar Linings: Cement mortar linings shall be shop-applied (plant-spun) for pipe sizes 108 inches and smaller. Shop applied cement mortar linings shall conform to the requirements of AWWA C205 with the following modifications: Sand used for cement mortar shall be silica sand and shall not leach in water. Curing of the linings shall conform to the requirements of AWWA C205. Cement mortar linings shall be dense and smooth without bumps, blisters, ridges or spalling, to the satisfaction of the Engineer. All rough spots shall be smoothed out with a rubbing stone, or other method, to the satisfaction of the Engineer. B. Flanges, Nuts, Bolts and Gaskets: Furnish all bolts, nuts, flange gaskets, and insulation kits. All nuts, bolts and washers exposed inside building or vaults shall be carbon steel and coated in accordance with the specifications for adjacent pipe. Bolts shall be ASTM A307 grade B with ASTM A563 grade A heavy hex nuts for class B and D flanges. Bolts for class E and F flanges shall be ASTM A193 grade B7 with ASTM A194 grade 2H heavy hex nuts. All buried nuts, bolts and washers shall be Type 316 Stainless Steel of suitable strength to meet the service requirements. Manufacturer or supplier shall determine type of nuts and bolts needed to meet the service requirements. All bolts shall be long enough that a minimum of three threads are exposed beyond the nut. Use an anti-seize compound during installation. Non-insulated flange gaskets for working pressures up to 175 psi shall be rubber gaskets per AWWA C207. Non-insulated gaskets for working pressures above 175 psi shall be compressed fiber gaskets per AWWA C207. Insulating gaskets shall be full-face Type E with O-ring seal. The complete assembly shall have an ANSI rating of 150 pounds, minimum, or equal to or higher than that of the joint and pipeline. The gasket material shall be resistant to intended chemical exposure, operating temperatures, and pressures in the pipeline. Item 14 Steel Pipe and Fittings 33 11 13.13 - 8 PRP15160 – Lower Pressure Plane Transmission Line Insulating sleeves shall be full-length Mylar or fiberglass reinforced epoxy (NEMA G-10 grade). Insulating washers shall be fiberglass reinforced epoxy (NEMA G-10 grade). Acceptable manufactures are GPT Industries (Houston, TX), Advanced Products and Systems (Scott, LA), or Central Plastics Co. (Shawnee, OK). C.Steel: Steel shall meet the requirements of AWWA C200 and shall be of continuous casting. Steel shall be homogeneous and shall be suitable for field welding, fully killed and fine austenitic grain size. Steel shall have a minimum yield strength of 42,000 psi. D. Bend Fittings: All bend fittings shall have a minimum radius of 2.5 times the pipe diameter to permit easy passage of pipeline pigs. E. Threaded Outlets: No threaded outlets will be allowed. F. Outlets for Weld Leads: The Contractor may use factory manufactured outlets for access for weld leads. Outlets shall be welded after use. Outlet configuration shall be shown in the Shop Drawings. Spacing of outlets shall be no closer than 500 feet. Outlets for appurtenances shall be used in the calculation of outlet spacing. Outlet configuration shall be approved by the Engineer. G. Joint Bonds: a. Coated Steel Pipe: i. Joint bonds shall be solid copper strap, 1-1/4-inch wide by 1/16-inch thick, equivalent to 1/0 AWG wire, with two punched holes for thermite welding to the pipe. Strap bond shall be 12-inches long, maximum. ii. Provide three joint bonds per pipe joint. iii. Connection of joint bond to pipe shall be with the thermite weld method using the cartridge and recommended by the bond manufacturer. iv. Bonds shall be as manufactured by Erico Products, Continental Industries, or approved equal. b. Flexible Coupling, Flanged Coupling Adapter, and Other Non-standard Joints for Steel Pipe: i. Solid copper strap, 1-1/4-inch wide by 1/16-inch thick, equivalent to 1/0 AWG wire, with five punched holes for thermite welding to the coupling and pipe. Strap bond shall be fabricated for the length of the coupling with sufficient additional length for 1 inch of joint movement. Provide three bonds per joint for pipe less than 54-inches in diameter and four bonds per joint for pipe 54- inches or greater in diameter. ii. Connection of joint bond to pipe shall be with the thermite weld method using the cartridge and recommended by the bond manufacturer. Strap bond shall be as manufactured by Erico Products, Continental Industries, or approved equal. c. Insulated Flexible Coupling Joints for Steel Pipe: i. Solid copper strap, 1-1/4-inch wide by 1/16-inch thick, equivalent to 1/0 AWG wire, with four punched holes for thermite welding to the coupling and pipe. Item 14 Steel Pipe and Fittings 33 11 13.13 - 9 PRP15160 – Lower Pressure Plane Transmission Line Strap bond shall be fabricated for the length of the coupling with sufficient additional length for 1 inch of joint movement. ii. Connection of joint bond to pipe shall be with the thermite weld method using the cartridge and recommended by the bond manufacturer. iii. Strap bond shall be as manufactured by Erico Products, Continental Industries, or approved equal. I. Flexible Joint Couplings: Where couplings are indicated, furnish and install a gasketed, sleeve-type coupling as described below: 1. The pipe couplings shall be of a gasketed, sleeve-type with diameter to properly fit the pipe. Each coupling shall consist of one steel middle ring, two steel followers, two rubber-compounded wedge section gaskets and sufficient trackhead steel bolts to properly compress the gaskets. Field joints shall be made with this type of coupling. The middle ring and followers of the coupling shall be true circular sections free from irregularities, flat spots, or surface defects. They shall be formed from mill sections with the follower-ring section of such design as to provide confinement of the gasket. After welding, they shall be tested by cold expanding a minimum of 1% beyond the yield point. 2. The coupling bolts shall be of the elliptic-neck, track-head design with rolled threads and be Type 316 stainless steel. The manufacturer shall supply information as to the recommended torque to which the bolts shall be tightened. All bolt holes in the followers shall be oval for greater strength. 3. The gaskets of the coupling shall be composed of a crude or synthetic rubber base compounded with other products to produce a material that will not deteriorate from age, from heat, or exposure to air under normal storage conditions. It shall also posses the quality of resilience and ability to resist cold flow of the material so that the joint will remain sealed and tight indefinitely when subjected to shock, vibration, pulsation and temperature or other adjustments of the pipeline. 4. The couplings shall be assembled on the job in a manner to ensure permanently tight joints under all reasonable conditions of expansion, contraction, shifting and settlement, unavoidable variations in trench gradient, etc. The coupling shall be Dresser, Style 38, as manufactured by Dresser Manufacturing Division, Bradford, Pennsylvania, Depend-O- Lok as manufactured by Victaulic, Easton, Pennsylvania or an approved equal. J. Epoxy Lining: Where indicated on the Drawings, at all insulating joints, and at all above grade piping provide epoxy lining in accordance with Section 09 97 16 PIPELINE COATINGS AND LININGS. K. Epoxy Coating: Where indicated on the Drawings, and for exposed piping, pipe shall have an epoxy coating per Section 09 96 00 HIGH PERFORMANCE COATINGS or Section 09 97 16 PIPELINE COATINGS AND LININGS. L. Polyurethane Coating: Polyurethane coating shall be in accordance with Section 09 96 00 HIGH PERFORMANCE COATINGS or Section 09 97 16 PIPELINE COATINGS AND LININGS. Item 14 Steel Pipe and Fittings 33 11 13.13 - 10 PRP15160 – Lower Pressure Plane Transmission Line M. Test Bulkheads: Installation Contractor shall coordinate with Owner to furnish test bulkheads in accordance with the Drawings. Additional test bulkheads not shown in the Contract Drawings but requested by the Installation Contractor will be paid for by the Installation Contractor. 1. Each test plug or bulkhead shall be designed to withstand the test pressure on either side with only atmospheric pressure on the opposite side. The manufacturer may use either one or two plugs to allow testing on each side. 2. Each test plug or bulkhead specified shall have a 30-inch flanged outlet on each side of the plug. The 30-inch outlets shall be supplied with a 30”x16” reducing flange with 16” blind flange. N. Special Coatings in Tunnels and Casings: Pipe to be laid in casing or tunnel shall have a mortar coating over the polyurethane coating. The coating shall have at least two mortar bands at a minimum of two inches thick, or thick enough to be a larger outside diameter than the bell including heat shrink sleeve. The mortar coating is to allow the pipe to be installed by skidding on pipe rings. The Manufacturer shall design the mortar bands and reinforcement sufficiently to prevent damage to the coating from the installation process. 2.02 MIXES A. Mortar for Interior and Exterior Joints: Mortar shall be 1 part cement to 2 parts sand. Cement shall be ASTM C150, Type I. Sand shall be of sharp silica base and shall not leach in water. Sand shall be plaster sand meeting ASTM C33 or C35. Exterior joint mortar shall be mixed to the consistency of thick cream. Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stiff, but workable. Water for cement mortar shall be treated and suitable for drinking water. B. Mortar for Pipe Patching for Shop-Applied Cement Mortar Lining: Mortar for patching shall be as per interior joints. C. Bonding Agent: Bonding agent for cement mortar lining patching shall be Probond Epoxy Bonding Agent ET-150, parts A and B; Sikadur 32 Hi-Mod, or approved equal. 2.03 MANUFACTURED PRODUCTS A. Pipe: 1. Pipe Design Criteria: a. Steel pipe shall be designed, manufactured, and tested in conformance with AWWA C200, AWWA M11, and with the criteria specified herein. Sizes and pressure classes (working pressure) shall be as shown on the Drawings. For the purpose of pipe design, the transient pressure plus working pressure shall be 1.5 times the working pressure class specified. Fittings, specials, and connections shall be designed for the same pressures as the adjacent pipe. Pipe design shall be based on trench conditions and the design pressure in accordance with AWWA M11; using the following parameters: Item 14 Steel Pipe and Fittings 33 11 13.13 - 11 PRP15160 – Lower Pressure Plane Transmission Line Pipe Design Criteria Unit Weight of Fill (w)130 pcf AASHTO HS 20 (at all locations except railroads)Live Load Coopers E 80 at railroad Trench Depth As indicated Deflection Lag Factor (Dl)1.1 Coefficient (K) 0.10 Maximum Calculated Deflection (Dy = Dx)2 % (Polyurethane Coated Steel Pipe) Soil Reaction Modulus (E')1500 (typical trench section) or 3000 (where encased) b. The fittings and specials shall be designed in accordance with AWWA C208 and AWWA M11 except that crotch plates shall be used for outlet reinforcement for all Pressure Diameter Values, PDV, greater than 6000 unless otherwise specified. Where indicated on the Drawings, collars or wrappers shall be used in lieu of crotch plates to allow working space and supports. Wrappers and collars shall meet ASME standards. As an alternate to crotch plates, collars or wrappers may be used when designed in accordance with ASME Section VIII, Division 1. c. Where the pipe requires additional external support to achieve the specified maximum deflection, the Contractor and the Supplier will be required to furnish alternate methods for pipe embedment. No additional compensation will be made to the Contractor by the Owner where this method is required. d. Trench depths indicated shall be verified after existing utilities are located. Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe and embedment design depth. In no case shall pipe be installed deeper than its design allows. e. Pipe shall be designed for full vacuum conditions without buckling, damage to lining, or damage to pipe joints. 2. Provisions for Thrust: a. Thrust at valves, bends, tees, or other fittings shall be resisted by restrained joints. Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. No thrust restraint contribution shall be allowed for pipe in casing unless the annular space in the casing is filled with grout. b. Restrained joints shall be used a sufficient distance from each side of the bend, tee, plug, or other fitting to resist thrust which develops at the design pressure of the pipe. For the purposes of thrust restraint, design pressure shall be 1.5 times the working pressure class. Restrained joints shall consist of welded joints unless other joint types are specifically shown on the Drawings. c. Thrust restraint design shall be the complete responsibility of the pipe manufacturer. The length of pipe with restrained joints to resist thrust forces shall Item 14 Steel Pipe and Fittings 33 11 13.13 - 12 PRP15160 – Lower Pressure Plane Transmission Line be determined by the pipe manufacturer in accordance with AWWA M11 and the following: 1).The Weight of Earth shall be calculated as the weight of the projected soil prism above the pipe. 2). Soil Density = 110 pcf (maximum value to be used). 3). Coefficient of Friction = 0.20 (maximum value to be used for polyurethane coated steel pipe). 4). The above applies to unsaturated soil conditions. In locations where ground water is encountered, the soil density shall be reduced to its buoyant weight for all backfill below the water table, and the coefficient of friction shall be reduced to 0.15 for polyurethane coated steel pipe. 5). For horizontal bends, the length of pipe to be restrained shall be calculated as follows: a). For Δ less than 60 degrees:�=� � ���⁡(∆2)�(2��+��+��) b). For Δ greater than 60 degrees:�=� � (1 ‒ ���∆)�(2��+��+��) L = Length of pipe to be restrained P = 1.5 times working pressure A = Cross-sectional area of pipe steel cylinder I.D. Δ = Deflection angle We = Weight of earth prism above the pipe Wp = Weight of pipe Ww = Weight of water f = Coefficient of friction 6). For vertical bends, the length of pipe to be restrained shall be calculated in accordance with AWWA M11. 3. Inside Diameter: The inside diameter, including the cement mortar lining, shall be a minimum of the nominal diameter of the pipe specified, unless otherwise indicated on the Drawings. 4. Wall Thickness: a. The minimum pipe wall steel thickness shall be 0.183 inch or pipe ID/230, whichever is greater for pipe and fittings. All pipe, fittings and specials shall have a maximum or minus tolerance of .005 inches. Where indicated on the Drawings, pipe and fittings shall have thicker steel pipe wall. The minimum steel wall thickness shall also be Item 14 Steel Pipe and Fittings 33 11 13.13 - 13 PRP15160 – Lower Pressure Plane Transmission Line such that the fiber stress shall not exceed 50 percent of the specified yield strength of the steel, nor the following, at the specified working pressure. Pipe Type Maximum Stress at Working Pressure Polyurethane Coated Steel 23,000 psi b. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel thickness of 0.35 inch or pipe ID/144, whichever is greater. c. Fittings and pipe that are above grade or exposed (not in a trench, casing, or tunnel) shall have the following minimum thicknesses: Diameter Thickness Diameter < 36”0.250” 36” ≤ Diameter < 54”0.375” 54” ≤ Diameter ≤ 84”0.500” 84” < Diameter ≤ 96”0.625” 96” < Diameter ≤ 120”0.750” d. Pipe, fittings, and specials shall be designed such that the maximum stresses in the pipe due to thrust loading will not exceed 18,000 psi nor 50 percent of the steel yield strength at the thrust design pressure (1.5 times working pressure). 1). Fittings shall meet the requirements of AWWA C208. 5. Seams: Except for mill-type pipe, the piping shall be made from steel plates rolled into cylinders or sections thereof with the longitudinal and girth seams butt welded or shall be spirally formed and butt welded. There shall be not more than two longitudinal seams. Girth seams shall be butt welded and shall not be spaced closer than 6 feet except in specials and fittings. 6. Joint Length: Maximum joint length shall not exceed 50 feet. Maximum joint length of steel pipe installed in casing shall not exceed 25 feet. B. Joint Bonds, Insulated Connections, and Flange Gaskets: See Section 2.01.H and 2.01.I of this specification C. Bend Fittings: All bend fittings shall be long radius (minimum of 2.5 times the pipe ID) to permit passage of pipeline pigs. D. Pipe Ends: Pipe ends shall be lap welded slip joint; butt strap joint; flanged joint, or flexible coupled joint. 1. Rubber Gasket Joints: Rubber gasket joints shall be a rolled spigot or Carnegie joint with rubber gasket for pressure classes up to 250 psi. Joints shall conform to AWWA C200 standard. The joint shall consist of a flared bell end formed and sized by forcing the pipe over a plug die or by expanding on segmental dies. The spigot end shall be an integral rolled groove or a Carnegie shaped steel joint ring in accordance with AWWA C200 and as shown in AWWA Manual M11, current edition. Carnegie spigot ring shall be welded to the pipe cylinder. The welded area of bell and spigot pipe ends shall be checked after welding by the magnetic particle method. The difference in diameter between the I.D. Item 14 Steel Pipe and Fittings 33 11 13.13 - 14 PRP15160 – Lower Pressure Plane Transmission Line of bell and the O.D. of spigot shoulder at point of full engagement with an allowable deflection shall be no more than .00 to .04 inch as measured on the circumference with a diameter tape. The gasket shall have sufficient volume to approximately fill the area of the groove and shall conform to AWWA C200. The joint shall be suitable for the specified pressure and a maximum deflected joint pull. Joints shall be of clearances such that water tightness shall be provided under all operating and test conditions with a pipe diameter deflection of 3 percent. At the pipe manufacturer’s option, all steel pipe joints may be lap-welded slip joints in lieu of rubber gasket joints. 2. Lap Welded Slip Joint: a. Lap welded slip joint shall be provided in all locations for pipe larger than 48 inches, for pressure class greater than 250 psi and where joints are welded for thrust restraint. Ends of pipe, fittings, and specials for field welded joints shall be prepared with one end expanded in order to receive a plain end making a bell and plain end type of joint. Bells formed by rolling shall be approved by the Engineer. Clearance between the surfaces of lap joints shall not exceed the requirements of AWWA C206. b. The depth of bell shall be such as to provide for a minimum clear distance of 2 inches between the weld and the nearest tangent of the bell radius when welds are to be located on the inside of the pipe. c. The depth of bell shall be such as to provide for a minimum lap of 2 inches or 3 times the thickness of the belled pipe, whichever is greater. Provide a deeper bell every 400 feet to accommodate thermal movement for which the minimum lap shall be 4 inches. d. Lap welded slip joints may be welded from the inside or outside for pipe diameters 42 inches and larger. All other sizes shall be welded from the outside. 3. For Fittings with Flanges: Flanged joints shall be provided at connections to valves and where indicated. Ends to be fitted with slip on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. Pipe flanges and welding of flanges to steel pipe shall conform to the requirements of AWWA C207 and AWWA C206. Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. Flanges shall match the fittings or appurtenances which are to be attached. Flanges shall be spot faced or back faced parallel to the front face. 4. Flexible Couplings: Flexible couplings shall be provided where shown on the Drawings and as specified in Section 2.01.I of this specification. Ends to be joined by flexible couplings shall be of the plain end type, prepared as stipulated in AWWA C200. Pipe ends shall be truly circular to within 0.25 inch or the coupling manufacturer’s tolerance, whichever is smaller. In addition, the welds on ends to be joined by couplings shall be ground flush to permit sliding the coupling in at least one direction to clear the pipe joint. Harness bolts and lugs shall comply with AWWA M11. 5. Butt Strap Closure Joints: Where necessary to make closure to pipe previously installed, closure joints shall be installed using butt strap joints in accordance with AWWA C206 and applicable provisions of this Section. Where butt strap closure joints cannot be hydrostatically tested in the field with the main pipeline, the butt strap shall have an Item 14 Steel Pipe and Fittings 33 11 13.13 - 15 PRP15160 – Lower Pressure Plane Transmission Line inside and outside weld and shall be air tested. Air test shall be operated at 5 psi for a minimum of 5 minutes from a threaded fitting between the welds. 3.00 EXECUTION 3.01 INSTALLATION A. General: 1. Install steel pipe, fittings, specials, and appurtenances as specified and required for the proper functioning of the completed pipe line. Install pipe, fittings, and specials in accordance with the manufacturer's recommendations and AWWA M11 and AWWA C604. Pipe shall be laid to the lines and grade indicated. Just before each joint of polyurethane coated steel pipe is lowered into the ditch it is to be inspected and tested for holidays. All damaged areas and holidays are to be repaired before the pipe is lowered into the trench. 2. The requirements of Section 31 23 33.16 – TRENCHING AND BACKFILL govern for the excavation and backfilling of trenches for laying steel pipe, fittings, and specials. Conformance with pipe deflection requirements shall be as set forth below. a. Average allowable pipe deflection is limited to 2% for polyurethane coated steel pipe and 1% for mortar and shotcrete coated steel pipe. In no case shall a single measurement in any direction exceed 1.5 times the average allowable deflection. These measurements include the allowable tolerance for lining thickness. Percent deflection shall be calculated as: ������� ����������=������ (����) �� ‒ ��������� (��������) �������� (����)�� �100 b. Deflection measurements shall be made by the Contractor in the presence of the Owner. Method for taking measurements shall be agreed to by the Owner and Engineer in writing prior to installing the first joint of pipe. c. The contractor shall measure deflection approximately 30 days after backfill to final grade. At the beginning of the project, the first mile of pipe shall be checked seven days after backfill and again 30 days after backfill. Payment for pipe installation will not be made until pipe deflection is measured, unless otherwise approved by the Owner. No Pipe may be measured for compliance prior to 15 days. d. The Owner may, at his discretion, perform additional verification measurements on any area prior to substantial completion. e. Average deflection shall be determined by averaging the pipe’s measured horizontal and vertical deflection as indicated below. Locations where measurements are taken shall be clearly marked on the interior of the pipe. f. For pipe joints 36 feet in length or less, measurements shall be taken at two locations, ¼-distance from each pipe end. Approximately 10 feet from each end. g. For pipe joints longer than 36 feet, measurements shall be taken at three locations including ¼-distance from each pipe end and at the pipe midpoint. h. If the average calculated deflections for any segment of pipe or any single measurement fails to meet specifications, the entire segment of pipe shall be Item 14 Steel Pipe and Fittings 33 11 13.13 - 16 PRP15160 – Lower Pressure Plane Transmission Line reworked in accordance with the Manufacturer’s recommendations and as directed by the Engineer at no additional cost to the Owner. This may include uncovering the pipe and re-compaction of the pipe embedment, and repair of coating. A pipe segment shall be defined as a length of manufactured pipe between manufactured or field constructed joints. i. Installed pipe joints will also be examined for flat spots and internal lining stress cracks by the Owner. Lining damage shall be repaired in accordance with the Manufacturer’s recommendations and as directed by the Engineer at no additional cost to the Owner. Repair of flat spots may include uncovering the pipe and re- compaction of the pipe embedment, and repair of the coating. j. Where pipe has been reworked to comply with the deflection requirements, Contractor shall re-measure for deflection no earlier than seven days after the repaired pipe is backfilled. Owner will re-inspect for flat spots at this time. k. No pipe installation shall be accepted until the entire installation is in compliance with the above deflection requirements. 3. All costs associated with measuring for pipe deflection and any repairs or rework associated with meeting these requirements shall be borne by the Contractor. 4. Keep the pipe clean during the laying operation and free of sticks, dirt, animals, and trash, and at the close of each operating day, effectively seal the open end of the pipe against the entrance of water using a gasketed night cap. Do not lay pipe in water. The Contractor may install a vent at the top of the night cap to prevent flotation of the pipe in the event of heavy rain during the night. 5. Install bonds at all pipe joints, other than welded joints or insulated joints. 6. Pipe Deflection Reports: a. A monthly report shall be submitted as Record Data showing the following for each joint of pipe: 1). Allowable deflection and 1.5 times allowable deflection for each pipe diameter installed. 2). Deflection measurements and calculated deflection for each location measured per joint. 3). It is the responsibility of the Contractor to verify that the nominal pipe diameter meets specifications at all measured locations. Contractor shall coordinate pipe replacement with the pipe manufacturer for any pipe not meeting the specified internal diameter. B. Line, Grade and Cover over Top of Pipe 1. It is intended that the pipe be laid to the depth specified or shown on Drawings. Cover shall be defined as the distance from the top of the pipe barrel to the natural ground surface. The Contractor shall be required to lay the pipe, to conform to the profiles shown on the approved Shop Drawings within six inches vertically and one foot horizontally. Item 14 Steel Pipe and Fittings 33 11 13.13 - 17 PRP15160 – Lower Pressure Plane Transmission Line C. The grades shall be constructed so as to provide a uniform grade between low points and high points, and intermediate high and low points shall be eliminated. No additional compensation shall be made for extra trench depth required to meet these conditions D. Pipe Handling: Pipe shall be handled at all times with a minimum of two non-abrasive slings, belts or other equipment designed to prevent damage to the coating or lining. The equipment shall be kept in such repair that its continued use is not injurious to the coating. The spacing of pipe supports required to handle the pipe shall be adequate to prevent cracking or damage to the lining or coating. E. Line Up and Bends: 1. Line up pipe for joining so as to prevent damage thereto. Thoroughly clean the bell and spigot ends of each joint of pipe of foreign matter, rust and scale before placing spigot into bell. Welded joints shall have an overlap of 2-inch minimum to 4- inch maximum. 2. All under-stabbed joints shall be butt strapped or re-stabbed. All over-stabbed joints shall not be acceptable. A joint shall be considered over-stabbed if the stabbed section is greater than 3-1/2 inches or the inside mortar gap is less than 1/4-inch. All over- stabbed joints shall be re-stabbed, butt strapped, or welded. 3. Where abrupt changes in grade and direction occur, the Contractor shall employ special shop fabricated fittings for the purpose. Field cutting the ends of the steel pipe to accomplish angular changes in grade or direction of the line shall not be permitted. 4. Where pipe horizontal alignment is on a curve, contractor may pull joints to make a curved alignment. Pulled joints that are welded shall meet the overlap requirements mentioned above. Pulled rubber gasket joint deflection shall not exceed 75% of the Manufacturers’ recommended allowable. 5. After joining rubber gasket joints, check the position of the gasket with a feeler gauge. If the gasket is out of position, disassemble the joint and repeat the joint laying operation. Upon completion of pipe jointing, the interior of the pipeline shall be left broom clean. F. Pipe Laying - Rubber Gasket Joints: Join rubber gasket joints in accordance with the Manufacturer’s recommendations. Clean bell and spigot of foreign material. Lubricate gaskets and bell and relieve gasket tension around the perimeter of the pipe. Engage spigot as far as possible in bell, allowing for a minimum gap of 1/2-inch for inside joint grouting after any joint deflection. Joint deflection or pull shall not exceed 75 percent of the manufacturer’s recommended maximum pull. Check gasket with feeler gauge all around the pipe. G. Pipe Laying – Welded Joints: 1. Weld joints in accordance with the AWWA C206 and AWS D1.1. Contractor shall provide adequate ventilation for welders and for Owner's representative to observe welds. Unless otherwise specified, welds shall be full circle fillet welds. Welding shall be completed before application of field applied joint coating. The Contractor may, at his option, weld pipe joints after the exterior joint coating and backfilling is complete. Contractor shall demonstrate that this procedure will not damage the exterior joint coating. Item 14 Steel Pipe and Fittings 33 11 13.13 - 18 PRP15160 – Lower Pressure Plane Transmission Line 2. A welding procedure qualification shall be approved by the Engineer before welding of joints begins. The procedure shall be in accordance with AWWA C206 and AWS D1.1. 3. Provide a deeper bell every 400 feet to accommodate thermal movement. 4. If the Contractor chooses to use weld after backfill, special techniques shall be used to limit damage to the exterior heat shrink sleeves. Contractor shall follow all Weld after Backfill Joint Requirements as dictated in Section 09 97 16 “Pipeline Coatings and Linings.” After welding, the pipe shall be excavated to verify no unacceptable damage to the exterior heat shrink sleeve and coating protection. Each welder shall be required to demonstrate that no unacceptable damage will occur to the heat shrink sleeve. Test shall be conducted on pipe with the minimum wall thickness for each type of sleeve used on the project. Should the inspection of the exterior coating reveal damage in the opinion of the Engineer, the test will be considered a failure and the coating will be removed and replaced at no additional cost to the Owner. The test for the failed welder may be repeated on another joint at the Contractor’s option with the approval of the Engineer. 5. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. 6. After the pipe has been joined and properly aligned and prior to the start of the welding procedure, the spigot and bell shall be made essentially concentric by shimming or tacking to be within the maximum clearance tolerance around the periphery of the joint per AWWA C206. Tighter tolerance may be required to prevent damage to heat shrink sleeves for weld after backfill. In no case shall the clearance tolerance be permitted to accumulate. 7. Before welding, thoroughly clean pipe ends to bare metal. All welding shall be hand welded to minimize damage to heat shrink sleeves, unless it can be demonstrated that wire fed welding will not cause unacceptable damage to the heat shrink sleeve. Welding shall be performed so as not to damage lining or coating. Cover the polyurethane coating as necessary to protect from welding. 8. Furnish labor, equipment, tools and supplies, including shielded type welding rod to construct the work as required in the Contract Documents. Protect welding rod from any deterioration prior to its use. If any portion of a box or carton is damaged, reject the entire box or carton. 9. In all welding, the metal shall be deposited in successive passes. Not more than 1/8 inch of metal shall be deposited in each pass. Each pass except the final one, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag, or flux before the succeeding bead is applied. Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. Undercutting along the side shall not be permitted. 10. Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. 11. If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, the pipe will be replaced at no additional cost to the Owner and the defective joint removed from the Site. Item 14 Steel Pipe and Fittings 33 11 13.13 - 19 PRP15160 – Lower Pressure Plane Transmission Line 12. Furnish each welder employed with a steel stencil for marking the welds, so that the work of each welder may be identified. Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. 13. Keep daily welding reports which identify the welder’s name and the joint welded. Joints must be shown on the daily welding reports with the identification number assigned in the lay drawings (ex. ID#1 – ID#2). Provide three copies of all daily welding reports to Owner's representative each month. 14. Use only competent, skilled and qualified workmen. Each welder employed by the Contractor shall be AWWA C206 and AWS D1.1 certified according to the Welding Procedure Qualification approved for the project. All welders shall have been certified within the last six months or shall provide a welding continuity log to be allowed to weld on the line. Field welding shall be provided by one of the following firms: a.Forterra Pressure Pipe, Nels Thomsen, (972) 262-3600 b.Fuller’s Service Company, Barry Fuller, (817) 477-3841. c.Scott’s Welding, Scott Fowler, (972) 978-7865. d.Fletcher’s Welding, Darrell Fletcher. e.Eddie’s Welding Service, Eddie Pierce, (817) 909-6089. f.National Welding Corporation, Nash Williams, (801) 255-5959. g.Others may be accepted pending approval by Owner or Engineer. 15. After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. Any welder making defective welds shall not be allowed to continue to weld. 16. Visual tests and magnetic particle tests in accordance with AWWA C206, ASTM E709, and E144 shall be performed by the Owner’s independent testing laboratory on all welded joints. Welds that prove to be defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at Installation Contractor’s expense. The Installation Contractor shall provide adequate ventilation and a safe environment for welding inspector. Inspections will be made on a weekly or bi-weekly basis as determined by the Owner. The Installation Contractor shall cooperate with the welding inspector to allow efficient inspections. 17. If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections may be cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. The procedure for repairing the joint shall be approved by the Engineer before proceeding. H. Inside Joint Grouting for Pipe with Plant-Applied Mortar Lining: Upon completion of backfilling of the pipe trench and inspection of interior welds, fill the inside joint recess with a stiff cement mortar. Prior to placing of mortar, clean out dirt or trash which has collected in the joint, and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots are required, apply a bonding agent to mortar and steel surface prior to placing joint mortar. Ram or pack the stiff mortar into the joint space and take extreme care Item 14 Steel Pipe and Fittings 33 11 13.13 - 20 PRP15160 – Lower Pressure Plane Transmission Line to ensure that no voids remain in the joint space. After the joint has been filled, level the surfaces of the joint mortar with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. 3.02 PROTECTIVE COATINGS SYSTEM FOR WELDED JOINTS A. Perform field coating of joints in accordance with Section 09 97 16 - PIPELINE COATING AND LINING. For weld after backfill, heat tolerant heat-shrink joint wrapping and special welding techniques will be used. At the start of the project, at least 3 joints of pipe shall be uncovered at no additional cost to the Owner to verify the exterior joint wrap is not damaged. Should a change of materials be required, or a new welder employed, additional test joints may be directed by the Engineer. B. The Installation Contractor is responsible for ensuring his operations do not damage the factory or field applied coating system. C. Protection of Buried Metal: 1. Buried ferrous metal such as flanges, bolts, nuts and couplings which cannot be protected with factory or field-applied polyurethane coatings or heat shrink sleeves shall be coated as specified in accordance with Section 09 97 16 “Pipeline Coatings and Linings” and encased in flowable fill. D. Repair of Mortar Lining: 2. Repair lining cracks larger than 1/8" (in width) with approved methods. Pipes with loose and disbonded linings will be rejected. Excessive repair of lining shall not be permitted. Apply bonding agent to patch area. Patching of lining shall be allowed where area to be repaired does not exceed four square feet and has no dimension greater than 24 inches. In general, there shall be not more than one (1) patch in the lining of any joint of pipe. Patching for the manufacture of fittings and specials is acceptable, and not limited to the maximum square footage described above. 3. Wherever necessary to patch the pipe, make the patch with the mortar indicated. Do not install patched pipe until the patch has been properly and adequately cured and unless approved for laying by the Manufacturer's technician and by the Engineer. 4. Plant applied mortar lined pipe joints requiring patches that exceed the size in subparagraph 3.01.E above shall be rejected and replaced at no additional cost to the Owner. The opinion of the Engineer shall be the sole factor in determining the acceptability of the required repair. E. Quality Control of Field Applied Polyurethane Coating: See Section 09 97 16 “Pipeline Coatings and Linings.” F. Pipe Through Vaults - Where piping is to be inside a vault, such as meters or valves, the vault floor shall be cast, then the piping installed, then the vault walls constructed. 3.03 FIELD QUALITY CONTROL A. Perform a field hydrostatic test in accordance with Section 01 45 16.16 “Hydrostatic Testing.” Item 14 Steel Pipe and Fittings 33 11 13.13 - 21 PRP15160 – Lower Pressure Plane Transmission Line END OF SECTION Item 14 Miscellaneous Valves and Appurtenances 33 12 16.13 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 12 16.13 MISCELLANEOUS VALVES AND APPURTENANCES 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install the equipment specified herein. 1.02 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Shop Drawings, including a list of spare parts and tools. 2.00 PRODUCTS 2.01 MANUFACTURED PRODUCTS A. Corporation Stops: Corporation stops shall be bronze with tapered plug and flat key operator. Unless otherwise indicated, stops shall be equal to Mueller H-10046 with iron pipe thread on inlet and outlet, of the size indicated. B. Wax Tape: Wax tape shall be as specified in AWWA C217. Wax tape shall be Trenton No. 1 wax tape as manufactured by the Trenton Corporation or approved equal. Clean and dry the surface of all foreign matter and scrub with a wire brush. Apply a thin film of Trenton Wax Tape Primer, then apply two wraps of wax tape. Press on primer and tape to conform to the fitting surface. Backfill around fitting with flowable fill per Section 31 23 23.33 “Flowable Fill”. C. Flexible Coupling: 1. Where couplings are indicated, furnish and install a gasketed, sleeve-type coupling in accordance with AWWA C219. a. The pipe couplings shall be of a gasketed, sleeve-type with diameter to properly fit the pipe. Each coupling shall consist of one steel middle ring, two steel followers, two rubber-compounded wedge section gaskets and sufficient trackhead steel bolts to properly compress the gaskets. Field joints shall be made with this type of coupling. The middle ring and followers of the coupling shall be true circular sections free from irregularities, flat spots, or surface defects. They shall be formed from mill sections with the follower-ring section of such design as to provide confinement of the gasket. After welding, they shall be tested by cold expanding a minimum of 1 percent beyond the yield point. b. The coupling bolts shall be of the elliptic-neck, track-head design with rolled threads and be Type 304 stainless steel. The manufacturer shall supply information as to the recommended torque to which the bolts shall be tightened. All bolt holes in the followers shall be oval for greater strength. c. The gaskets of the coupling shall be EPDM and shall not deteriorate from age, from heat, or exposure to air under normal storage conditions. It shall also possess the Item 14 Miscellaneous Valves and Appurtenances 33 12 16.13 - 2 PRP15160 – Lower Pressure Plane Transmission Line quality of resilience and ability to resist cold flow of the material so that the joint will remain sealed and tight indefinitely when subjected to shock, vibration, pulsation and temperature or other adjustments of the pipeline. d. The couplings shall be assembled on the job in a manner to ensure permanently tight joints under all reasonable conditions of expansion, contraction, shifting and settlement, unavoidable variations in trench gradient, etc. The coupling shall be Dresser, Style 38, as manufactured by Dresser Manufacturing Division, Bradford, Pennsylvania, or an approved equal. D. Insulating Couplings: 1. Couplings shall meet the basic requirements of Paragraph 2.01.C. Where insulated couplings are indicated on the Drawings, the interior of the pipe shall be epoxy coated (30 mils) two diameters each side of dresser. Install insulating boot on the coupling and install insulating kits on thrust bolts. Adjust the stud hole diameters accordingly. 2. Insulating coupling shall be Smith-Blair Model 416 straight coupling with insulating boots, wiring, and other appurtenances required for the connection. Fasteners for coupling shall be Type 304 stainless steel. E. Insulating Flanges: 1. Complete assembly shall have an ANSI rating of 150 pounds, minimum, or equal to or higher than that of the joint and pipeline. 2. Gasket materials shall be resistant to intended chemical exposure, operating temperatures, and pressures in the pipeline. 3. Gaskets: Full-face Type E with O ring seal. 4. Insulating Sleeves: Full-length Mylar or fiberglass reinforced epoxy (NEMA G 10 grade). 5. Insulating Washers: Fiberglass reinforced epoxy (NEMA G 10 grade). 6. Steel Washers: Plated, hot-rolled steel, 1/8-inch thick. 7. Manufacturers: a. Pacific Seal, Inc., Burbank, CA. b. Central Plastics Co., Shawnee, OK. F. Insulating Unions: O ring sealed with molded and bonded insulating bushing to union body, as manufactured by Central Plastics Company, Shawnee, OK; or equal. G. Check Valves for Pump Control Valve By-Pass: 1. Valve shall open to permit flow when inlet pressure is greater than discharge pressure. 2. When the discharge pressure is greater the valve shall close tightly to prevent return flow. The valve shall be a hydraulically operated, diaphragm actuated globe pattern valve. It shall contain a resilient, synthetic rubber disc, having a rectangular cross- section, contained on 3-1/2 sides by a disc retainer and forming a tight seal against a single removable seat insert. The diaphragm assembly containing a stainless steel valve stem shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve, separating operating Item 14 Miscellaneous Valves and Appurtenances 33 12 16.13 - 3 PRP15160 – Lower Pressure Plane Transmission Line pressure form line pressure. The diaphragm shall consist of nylon fabric bonded with synthetic rubber and shall not be used as a seating surface. Packing glands and/or stuffing boxes are not permitted and there shall be no pistons operating the valve. All necessary repairs shall be possible without removing valve from the line. Valve shall be built for normal flow and shall be epoxy coated by the fusion bonded process to an average thickness of 5 to 7 mils. 3. The valve body and cover shall be ductile iron in accordance with ASTM A-536. The disc guide, seat, and cover bearing shall be bronze in accordance with ASTM B61. Valves shall have pressure rating as indicated on the Drawings. 4. The valve shall contain auxiliary controls which permit adjustment of the opening and closing speeds. Valve opening and closing time shall be factory set at 10 seconds. Pilot system check valve shall be of the diaphragm type to assure drip type shutoff and equipped with two y-pattern strainers to protect the pilot system from foreign matter. Pilot system materials to be cast bronze ASTM B62 with 303 stainless steel trim. The valve shall be Model 81G-02 non-slam check valves as manufactured by Cla-Val. H. Duckbill Check Valves: Duck bill check valves shall be of the flow-operated check type with a slip-on end flanged connection. Inlet port areas shall be 100 percent of the mating pipe port size. The port area shall contour down to a duckbill which shall allow passage of flow in one direction while preventing reverse flow. Valves shall open in the proper direction under two inches or more of pressure, and shall withstand up to twenty feet of back pressure. Valves shall be of one piece neoprene rubber construction with a fabric reinforcement, with a protective EPDM exterior wrapping for protection against ultraviolet radiation. Inline valves shall be Red Valve Tide Flex Check Valves or approved equal. End-of-line valves shall be Red Valve Tide Flex Check Valves Series 35-1/Series 35 or approved equal. End-of-line valves that penetrate less than 6” from the floor shall be flat bottomed. All other end-of-line valves shall be flared top/bottom. I. Depend-O-Lok Coupling for Plain-End Pipe: 1. General: a. Couplings shall be bolted, split-sleeve type and consist of four basic components: a one or two-piece housing, gasket assembly, bolts and nuts, and restraint rings as required for pipe or coupling restraint. b. Couplings shall be Depend-O-Lok Split Sleeve Couplings as manufactured by Victaulic Depend-O-Lok, Inc., or an approval equal. c. Couplings type shall be as indicated on the Drawings. Couplings size and working pressure shall be the same as the adjacent pipe as shown on the Drawings. d. Where Depend-O-Lok couplings are indicated, furnish and install couplings meeting AWWA C219. The coupling shall be capable of sustaining the full thrust load at 2.0 times the pressure rating minimum. Coupling shall pass an insulation test of 5000 mega ohms. 2. Products: a. Housing: Item 14 Miscellaneous Valves and Appurtenances 33 12 16.13 - 4 PRP15160 – Lower Pressure Plane Transmission Line 1). The housing shall be one or two-piece with a double arch cross-section that closes around pipe ends that are smooth for joint flexibility or expansion and contraction requirements or pipe ends with steel restraint rings affixed for pipe end restraint requirements. 2). The housing shall be sized so that the inside diameter fits the outside diameter of the pipe. The coupling housing thickness shall be sufficient to handle the service loads 3). As the coupling closes, it confines the elastomeric gaskets beneath the arches of the sleeve to create the radial seal. The axial seal is effected by the sealing pad at the closure plates as the bolts pull the coupling snug around the pipe ends. 4). D-O-L ExE couplings are flexible, unrestrained pipe joints. FxE couplings are flexible, expansion joints. FxF couplings are flexible, restrained joints. Flexibility, contraction and expansion and joint restraint are as specified in the manufacturer’s latest literature. 5). Bolts or studs and nuts shall secure the closure plates. 6). Stainless steel bolts and studs shall conform to the requirements of ASTM F593 Alloy Group 2 and ASTM A193 Class 2 Grade B8M respectively. 7). Stainless steel nuts shall comply with the requirements of ASTM F594 Alloy Group 2. 8). Housing and closure plates shall be manufactured from stainless steel conforming to ASTM A240 type 316L. 9). Sealing plates shall be manufactured from ASTM A240 type 316L stainless steel. b. Gaskets: 1). The sealing members are comprised of two O-Ring gaskets and an elastomer- sealing pad bonded to the sealing plate. Internal pressure is not required to effect the seal. 2). Gaskets and the sealing pad bonded to the sealing plate supplied shall be of the proper rubber compound for the service intended. Gasket material properties shall meet or exceed the appropriate requirements of ASTM D2000. 3). Gaskets for water service shall be EPDM for service within the temperature range of –20 to 190 F. c. Restraint Rings: 1). D-O-L FxE shall allow for thermal expansion and contraction at the pipe joint. One (or two) restraint ring(s) affixed to one end of pipe keeps the D-O-L coupling in the proper location. D-O-L FxF provides a restrained pipe joint. D-O- L FxF Type 2 Modified provides a restrained pipe joint and allows for slight expansion/contraction or angular rotation of the joint. One restraint ring welded to each of the pipe ends fits beneath the coupling and is protected by the coupling. Follow manufacturer’s recommendation for size and amount of welding required to attach the restraint rings to the plain end pipe. Item 14 Miscellaneous Valves and Appurtenances 33 12 16.13 - 5 PRP15160 – Lower Pressure Plane Transmission Line 2). The restraint rings shall be furnished with the couplings and shall be of the same material as the coupling housings. d. Spare Parts: Provide all special tools and appliances as may be needed to adjust, maintain, and retain the products provided under this Section. e. Protective Coatings : 1). Prior to installation, carbon steel couplings shall be coated on the I.D. and O.D. with liquid epoxy paint per the requirements of AWWA C210 and Section 09 96 00 “High-Performance Coatings.” 2). Couplings installed underground shall receive additional protection against corrosion by the application of either Heat Shrink Sleeves or two layers of wax tape as specified in Section 09 97 16 “Pipeline Coatings and Linings.” 3). Bolts, Studs and nuts utilized on buried couplings are to be stainless steel. J. Stainless Steel Ball Valves: Full port stainless steel valves shall be manufactured of 316 stainless steel. The valve shall have an adjustable stem packing, reinforced PTFE seats, PTFE stem packing, thrust washer and body seal. Pressure rating shall be no less than 300 psi. Valve shall conform to MSS-SP-110. Valve shall be a Watts Regulator Company Series S-FBV- 1 or approved equal. K. ADJUSTABLE PIPE SUPPORTS 1. Galvanized pipe supports for floor mounted piping, where indicated, shall be Anvil Figure 264 or approved equal, comprising a cast iron saddle, threaded nipple, and reducer assembly with extra strength steel pipe and floor flange. Where required, saddle shall be fabricated steel to fit valve or piping appurtenance. Entire unit shall be hot dipped galvanized after fabrication. Where indicated to provide a U-bolt, the support shall be Anvil Figure 265 or approved equal. 2. Pipe supports shown on the Drawings as flange cradles shall support the full width and be radiused to fit snugly under the assembled flanges. Centering tabs shall be provided to maintain position. Flange cradle supports shall be Standon Model S96 or approved equal. 3.00 EXECUTION 3.01 INSTALLATION A. Install valves and appurtenances in accordance with the manufacturer's instructions. END OF SECTION Item 14 Air Release and Air and Vacuum Valves 33 12 16.16 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 12 16.16 AIR RELEASE AND AIR VACUUM VALVES 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install air release and air and vacuum valves of the sizes and types indicated. Furnish the necessary isolating valves and piping. 1.02 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Shop Drawings. 2. Certificate of Adequacy of Design. 3. Operation and Maintenance Manuals. 1.03 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American National Standards Institute (ANSI)/NSF: a. ANSI/NSF Standard 61. 2. American Water Works Associations (AWWA): a. AWWA C512 – Air Release, Air/Vacuum and Combination Air Valves for Water Works Service. 2.00 PRODUCTS 2.01 MANUFACTURED PRODUCTS A. General: 1. Each air valve shall have a cast iron body and bronze or stainless steel trim. Float shall be baffled to prevent air from blowing valve closed until air is exhausted. Elastomers shall be EPDM. 2. Valve body, float, etc., shall be designed for the working pressure and shall seat at a minimum pressure shown in the valve schedule, Paragraph 3.03. The minimum operating pressure shown is under steady state conditions, and does not include minimum surge pressure. 3. Air valves shall be manufactured by Vent-Tech, Vent-O-Mat or A.R.I.. 4. Top of valve assembly shall have piping extended to 4 feet above the ground as indicated on the Drawings. Valve inlet shall be N.P.T. for 2-inch and smaller valves. Valve inlet shall be ANSI flange for 3-inch and larger valves. Valve and flange rating shall equal or exceed the maximum working pressure. Item 14 Air Release and Air and Vacuum Valves 33 12 16.16 - 2 PRP15160 – Lower Pressure Plane Transmission Line 5. Interior of the air valve shall be painted per the systems listed below. The interior shall be painted according to System No. 1 or System No. 29 as listed below and per Section 09 96 00 “High Performance Coatings.” 6. Exterior shall be coated per System No. 4 as listed below, and per Section 09 96 00 “High Performance Coatings.” Surface Prep.Paint Material Min. Coats, Cover Moisture Cured Zinc Rich Primer 1 coat, 3 MDFT Moisture Cured Urethane 1 coat, 5 MDFTAbrasive Blast, or Centrifugal Wheel Blast (SP 10) Moisture Cured Urethane 1 coat, 5 MDFT B. Air Release Valves (AR): Air release valves shall be designed to automatically release accumulated air pockets within the pipeline while in operation and under pressure. C. Air and Vacuum Valves (AV): Air and vacuum valves shall be designed to allow large volumes of air to escape through the valve orifice when filling a pipeline and to close watertight once the air has been expelled. Air and vacuum valves shall also permit large volumes of air to enter through the valve orifice when the pipeline is being drained to break the vacuum. D. Combination Air Valves (CAV): 1. Combination air valves shall be heavy-duty air and vacuum valves with 2-inch air release valve. 2. Combination air valves for raw water use shall be fitted with a vent hood or with a vent pipe where indicated on the drawings. Combination air valves for treated water use shall include piping to vent air out of the manhole and above ground. 3. Combination air valves shall be designed to release accumulations of air at high points within a pipeline by exhausting large volumes of air as the pipeline is being filled and by releasing accumulated pockets of air while the pipeline is in operation and under pressure. Combination air valves shall also be designed to permit large volumes of air to enter the pipeline during pipeline drainage. 4. Combination air valves 2-inches and smaller shall be Vent-Tech Model WTR25TCS, Vent- o-Mat Model RBX 2521 or A.R.I. D-060-C HF. 5. Combination air valves 3-inches and larger shall be Vent Tech Model WTR25SCS, Vent-o- Mat Model RBX 1631 or A.R.I. D-060-C HF. 6. Combination air valve for low pressure service shall seat at a minimum pressure of 0.75 psi and shall be A.R.I. D-060-C HF LP. E. Combination Air and Vacuum Valves with Surge Check (CAVSC): Each CAVSC shall have a combination air valve as described above which is mounted on top of a normally opened surge check valve. The surge check shall provide anti-slam slow closing operation of the air and vacuum valve. The disc of the surge check shall have drilled orifices to throttle water flow and shall be spring loaded. The CAVSC shall be Vent-Tech WTR25SCS, A.R.I. D-060-C NS HF or Vent-O-Mat RBXb. Vent-O-Mat valves shall not require a separate surge check valve. Item 14 Air Release and Air and Vacuum Valves 33 12 16.16 - 3 PRP15160 – Lower Pressure Plane Transmission Line F. Combination Air and Vacuum Valves for Pump Discharge (PAV): Pump air and vacuum valves shall be designed to allow large volumes of air to escape through the valve orifice during pump startup and to close watertight once the air has been expelled. Pump air and vacuum valves shall also permit large volumes of air to enter through the valve orifice when a pump stops to break the vacuum. PAVs shall be equipped with an integral throttling device that allows manual back-pressure adjustment on the pump discharge. PAVs shall be Vent-Tech WTR25SCS, APCO Series 140 DAT (3-inches and smaller), Vent-o-Mat RBXb 1631 or A.R.I D-060-C NS HF. 3.00 EXECUTION 3.01 INSTALLATION A. Carefully handle and install valves vertically in such a manner as to prevent damage to any part of the valves. Installation shall be in accordance with the manufacturer's instructions. Provide nuts, bolts, and gaskets where applicable. 3.02 TAGGING A. Valves shall be permanently tagged with a brass tag indicating the model number, working pressure rating, and station location. 3.03 SCHEDULES A. The required valves and certain pertinent data are given below. This list is given to facilitate description of the various valves and as an aid to plan take-off. The Contractor is responsible for verifying size, type, and number of valves required. Station Location No. Required Size Pipe Size Type Maximum Pressure (psi) Minimum Pressure (psi) 12+34 1 4”42”CAV 150 10 END OF SECTION Item 14 Gate Valves 33 12 16.23 - 1 PRP15160 – Lower Pressure Plane Transmission Line 33 12 16.23 GATE VALVES 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install gate valves and appurtenances, including valve boxes, operators, bolts, nuts and gaskets. 1.02 QUALITY ASSURANCE A. Acceptable Manufacturers: 1. M&H. 2. Mueller. 3. American Flow Control. 1.03 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 “Submittal Procedures” and shall include: 1. Shop Drawings: a. Shop Drawings shall include a list of similar installations that have been in service a minimum of 3 years, catalog data, materials of construction, weights, dimensions, and assembly drawings. Assembly drawings shall show seat orientation and operator and extension stem orientation. 2. Certificate of Adequacy of Design: Test reports shall show compliance with AWWA, ANSI and ASTM standards including hydrostatic tests, operational tests and all other tests required by the applicable standards. 3. Operations and Maintenance Manuals 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. American National Standards Institute (ANSI)/NSF: a. ANSI B16.1 – Cast Iron Pipe Flanges and Fittings. b. ANSI/NSF Standard 61. 2. American Society for Testing and Materials (ASTM): a. ASTM A126 – Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings. b. ASTM A536 – Standard Specification for Ductile Iron Castings. 3. American Water Works Associations (AWWA): Item 14 Gate Valves 33 12 16.23 - 2 PRP15160 – Lower Pressure Plane Transmission Line a. AWWA C111 – Standard for Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings. b.AWWA C509 – Standard for Resilient-Seated Gate Valves for Water Supply Service. 2.00 PRODUCTS 2.01 MANUFACTURED PRODUCTS A. General: 1. Gate valves smaller than 2 inches shall be bronze, non-rising stem with wedge disc and screwed ends for 300 psi W.O.G. working pressure. Valves shall have a handwheel operator. 2. Gate valves 2 through 20 inches in size shall be resilient seated with non-rising stem in accordance with AWWA C509 and shall be rated for pressure class of adjacent pipe. B. Gate Valves: 1. Gate: Gate for resilient seated valves shall be cast iron with rubber-seat compound bonded to the valve gate. 2. Operators: Operators shall turn counterclockwise to open the valve. Valves for buried service shall have a 2-inch square nut operator and shall be installed with a 1-inch carbon steel solid one-piece extension stems as required to extend operating nut to within 4 inches of the finished grade. Extension stem shall encapsulate and be pinned to the 2-inch operating nut. Operators shall be enclosed bevel geared grease packed. 3. Stem and Seal: The non-rising stem shall be bronze with inside screw. Shaft seal shall employ O-rings or V-type packing. 4. Elastomers shall be EPDM and resistant to damage from chlorine and chloramines. C. Flanged Ends: Valves shall have flanges in compliance with ANSI B16.1, and flange pressure rating shall be suitable for the pressure class of the adjacent mainline pipe to which it is installed. Contractor shall coordinate flange drilling required with appurtenances. D. Valve Boxes and Covers: Valves for buried service shall be supplied with cast iron valve boxes. Valve boxes shall be of the three-piece extension type. The three pieces shall consist of the top section, center section, and base plus the cover. For valve stacks and manholes with concrete covers, the cover shall be East Jordan Iron Works product Number NCR08- 868A. For manholes with metal covers the valve cap shall be East Jordan Iron Works product Number NCR08-868B. Item 14 Gate Valves 33 12 16.23 - 3 PRP15160 – Lower Pressure Plane Transmission Line 3.00 EXECUTION 3.01 INSTALLATION A. Installation shall be in accordance with the manufacturer’s instructions. Carefully handle and lower valves into position to prevent damage to any part of the valves. Place the valve in the proper position with stem truly vertical and securely hold until connections have been made. Furnish bolts, nuts, and gaskets. B. For buried valves, Contractor shall be responsible for adjusting the valve boxes to the proper length to conform to the ground surface. 3.02 FIELD QUALITY CONTROL A. Upon completion of installation of the gate valves, an acceptance test to verify the satisfactory operation of each unit shall be conducted. Tests shall be conducted in a manner approved by and in the presence of the Owner or his representative. The valve shall be checked for general operation and leakage. The valve must perform in a manner acceptable to the Owner or his representative before the Owner will make final acceptance. END OF SECTION Item 14 Page 1 of 2 To: Mayor and Town Council From: January Cook, CPPO, CPPB, Purchasing Agent Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – August 9, 2016 Agenda Item: Consider and act upon authorizing staff to negotiate an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas, for the collection, hauling, recycling, and disposal of municipal solid waste, construction and demolition waste, and recyclable materials in the Town of Prosper, Texas. Description of Agenda Item: On January 24, 2012, the Town Council approved Resolution 12-01, authorizing the Town Manager to execute an exclusive franchise agreement with IESI TX Corporation, a Progressive Waste Solutions Company, for the collection, hauling, recycling and disposal of municipal solid waste, construction and demolition waste, and recyclable materials. The franchise agreement became effective on February 1, 2012, for a period of five years, and will be expiring on February 1, 2017. The Town requested proposals from qualified service providers, and received four responses. Service providers were required to submit information in order to facilitate evaluation based on the following criteria:  cost;  ability to provide high-quality service to the Town’s residents;  prior experience in the industry, and prior service to Town or to other municipalities in a high-quality manner; and  innovative approach to fulfilling contract requirements as demonstrated in Contractor’s proposal. The evaluation committee was comprised of three staff members representing Administration and Development and Community Services. The evaluation committee scored each submittal in accordance with the evaluation criteria as stated above, to determine the total points for each service provider. Based on the results, the committee interviewed the top-ranked firm. After the interview, it is the recommendation of staff to negotiate an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas. On June 1, 2016, Waste Connections, Inc., a Delaware corporation, acquired and combined with Progressive Waste Solutions Ltd., a Canadian corporation, and the parent company of Progressive Waste Solutions of TX, Inc. However, the ownership of Progressive Waste Solutions of TX, Inc., has not changed, and it has not sold, transferred, or otherwise assigned any of its Prosper is a place where everyone matters. FINANCE Item 15 Page 2 of 2 contracts or assets to any third party. Progressive Waste Solutions of TX, Inc., will continue to operate under the same Federal tax ID number, and will not change its name at this time; however, it will begin doing business as WC of Texas. Attached Documents: 1. Evaluation Matrix Town Staff Recommendation: Town staff recommends authorizing staff to negotiate an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas, for the collection, hauling, recycling and disposal of municipal solid waste, construction and demolition waste, and recyclable materials in the Town of Prosper, Texas. Proposed Motion: I move to authorize staff to negotiate an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas, for the collection, hauling, recycling and disposal of municipal solid waste, construction and demolition waste, and recyclable materials in the Town of Prosper, Texas. Item 15 RFP No. 2016-55-A EVALUATION MATRIX Evaluation Criteria Weighting POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE High-Quality Service 25%8.33 2.08 9.33 2.33 8.67 2.17 7.00 1.75 Prior Exerience in the Industry 20%9.00 1.80 9.67 1.93 9.00 1.80 7.33 1.47 Innovative Approach 5%6.33 0.32 6.67 0.33 7.33 0.37 5.33 0.27 Cost Proposal 50%10.00 5.00 9.68 4.84 7.06 3.53 7.15 3.58 TOTAL 100%9.20 9.44 7.86 7.06 Solid Waste Collection and Recylcing Services Community Waste Disposal, L.P. Progressive Waste Solutions of Texas, Inc. dba WC of Texas Republic Services dba Allied Waste Systems Inc. of Plano Waste Management of Texas Inc. Item 15