Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
07.13.21 Town Council Regular Meeting Packet
Page 1 of 3 ] Prosper is a place where everyone matters. Notice Regarding Public Participation Governor Greg Abbott has granted a temporary suspension of certain rules to allow for telephone or videoconference public meetings in an effort to reduce in-person meetings that assemble large groups of people, due to the COVID-19 public health emergency. Individuals may attend the Prosper Town Council meeting in person, or access the meeting via videoconference, or telephone conference call. Join the Zoom Meeting by clicking on the following link: https://us02web.zoom.us/j/87189889684 Enter Meeting ID: 87189889684 To request to speak, click on “Participants” at the bottom of the screen, and click “Raise Hand.” The meeting moderator will acknowledge your request and allow you to speak. To join the meeting by phone, dial (346) 248-7799 Enter Meeting ID: 87189889684 To request to speak, enter *9, and *6 to mute/unmute yourself. The meeting moderator will acknowledge your request and allow you to speak. If you encounter any problems joining or participating in the meeting, please call our help line at 972-569-1191 for assistance. Call to Order/ Roll Call. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Announcements of recent and upcoming events. 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. 1. Consider and act upon the Minutes from the June 22, 2021, Town Council Regular Meeting. (RB) 2. Receive the May financial report. (BP) 3. 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 Agenda Prosper Town Council Meeting Council Chambers Prosper Town Hall 250 W. First Street, Prosper, Texas Tuesday, July 13, 2021 5:45 PM Page 1 Page 2 of 3 action taken by the Planning & Zoning Commission on any Site Plan or Preliminary Site Plan, including Gates of Prosper, Phase 3 and Prosper Trails Memorial Park (AG). 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, or request to address the Council via videoconference or telephone. REGULAR AGENDA: If you wish to address the Council, please fill out a “Public Meeting Appearance Card” and present it to the Town Secretary, preferably before the meeting begins, or request to address the Council via videoconference or telephone. Pursuant to Section 551.007 of the Texas Government Code, individuals wishing to address the Council for items listed as public hearings will be recognized when the public hearing is opened. For individuals wishing to speak on a non-public hearing item, they may either address the Council during the Citizen Comments portion of the meeting or when the item is considered by the Town Council. Items for Individual Consideration: 4. Conduct a Public Hearing, and consider and act upon a request to amend the Future Land Use Plan from Medium Density Residential to Retail & Neighborhood Services, generally located on the northwest corner of Legacy Drive and Prosper Road. This is a companion case to Z20-0013. (CA20-0003). (AG) 5. Conduct a Public Hearing and consider and act upon a request to rezone 5.5± acres, from Agriculture (A) to Planned Development-Retail (PD-R), for Legacy Storage, located on the west side of Legacy Drive, north of Prosper Road. This is a companion case to CA20-0003. (Z20-0013). (AG) 6. Consider and act upon approving a resolution supporting U.S. Highway 380 as a Controlled Access Highway and strongly opposing the consideration of the New Gold or Brown Alternative Segment B alignments as presented by TxDOT in their US 380 EIS Schematic 30% designs submitted to the Town on May 3, 2021, due to the negative impacts on existing and future development within the southeast quadrant of the Town of Prosper since the alternative alignments are inconsistent with the Town’s Thoroughfare Plan and current alignment of said highway. (RZ) Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. 7. Update on Virtual Meetings. (RB) 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: Section 551.071 - Consultation with Town Attorney regarding legal issues related to Article 8.04 of the Town’s Code of Ordinances, and all matters incident and related thereto. Section 551.087 – To discuss and consider economic development incentives. 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. Page 2 Page 3 of 3 Section 551.074 - To discuss and consider personnel matters and all matters incident and related thereto. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. Adjourn. CERTIFICATION I, the undersigned authority, do hereby certify that this Notice of Meeting was posted at Prosper Town Hall, located at 250 W. First Street, Prosper, Texas 75078, a place convenient and readily accessible to the general public at all times, and said Notice was posted by 5:00 p.m., on Friday, July 9, 2021, and remained so posted at least 72 hours before said meeting was convened. _______________________________ _________________________ Khara Sherrill, Senior Administrative Assistant Date Notice 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 3 Page 1 of 8 ] Prosper is a place where everyone matters. Call to Order/ Roll Call. The meeting was called to order at 5:45 p.m. Councilmembers Present: Mayor Ray Smith Deputy Mayor Pro-Tem Craig Andres Councilmember Marcus E. Ray Councilmember Amy Bartley Councilmember Charles Cotten Councilmembers Absent: Councilmember Meigs Miller Councilmember Jeff Hodges Staff Members Present: Harlan Jefferson, Town Manager Terry Welch, Town Attorney Melissa Lee, Town Secretary Robyn Battle, Executive Director of Community Services Chuck Springer, Executive Director of Administrative Services Kent Bauer, Emergency Management Coordinator Betty Pamplin, Finance Director Khara Dodds, Development Services Director Hulon Webb, Engineering Services Director Dan Heischman, Assistant Director of Engineering Services - Development Alex Glushko, Planning Manager Dudley Raymond, Director of Parks and Recreation Doug Kowalski, Police Chief Stuart Blasingame, Fire Chief Scott Brewer, Assistant Police Chief Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Police Chaplain Isaac Varella led the invocation. The Pledge of Allegiance and the Pledge to the Texas Flag were recited. Announcements of recent and upcoming events. Councilmember Cotten read the announcements. The myPROSPER mobile app has a new look, and features several new updates to help residents connect with the Town. Residents can access the ACE water portal, submit service requests, and access a variety of online services and information. The app is available to download on Google Play and the Apple App Store. The Prosper Economic Development Corporation celebrated an Open House and Ribbon Cutting on Wednesday, June 18. The newly-remodeled office is located in downtown Prosper on the Minutes Prosper Town Council Meeting Council Chambers Prosper Town Hall 250 W. First Street, Prosper, Texas Tuesday, June 22, 2021 Page 4 Item 1. Page 2 of 8 corner of Main Street and Broadway. Visit www.prosperedc.com to find out more about how the EDC supports businesses in Prosper. Prosper Fire Rescue is now accepting applications for the Citizens Fire Academy. Participants who live or work in the Town of Prosper will meet for nine weeks on Thursday evenings from 6:30- 9:00 p.m. at Prosper Fire Station 2. Registration ends on July 19, and classes begin on August 5. Please visit www.prosperfire.com to register. Children are invited to participate in the Prosper Community Library’s Independence Day Parade on Thursday, July 1, at 10:30 a.m. Mayor Ray Smith, the Town Council, and the Prosper Police and Fire Departments will join in the fun. Find out more on the Library’s Facebook page. Summer camps and classes are now open for registration through the Prosper Parks and Recreation Department. Classes available include Baseball Camp, Golf Camp, Soccer Sparks, and Destination Science. Adult activities include yoga, tennis, outdoor Zumba at Frontier Park, and a bowling league for Active Adults. Visit www.prosperparksandrec.org for a full list of programs. Presentations. 1. EMS for Children - Gold Recognition (SB) Mr. Samuel Vance, Program Manager for the EMS for Children program (EMSC), joined via Zoom. The EMSC program is the only federally funded program to ensure that all children and adolescents receive appropriate emergency medical care when critically ill or injured. The EMS for Children – Gold Recognition recognized the Prosper Fire Department for providing exemplarly pediatric emergency care to all children. Prosper Fire Chief Stuart Blasingame, Assistant Chief Shaw Eft, and Division Chief Bill Bonny accepted the award. Chief Blasingame also wanted to express his appreciation to all the hard working firefighters that work on the ambulance each and every day and who made this recognition possible. 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. 2. Consider and act upon the minutes of the June 8, 2021, Town Council meeting. (ML) 3. Consider and act upon authorizing the Town Manager to execute a Professional Services Agreement between Peak Program Value, LLC, and the Town of Prosper, Texas, related to providing additional cost management of the construction budget of the Public Safety Complex, Phase 2 (Central Fire Station and Fire Administration) facility project. (SB) 4. Consider and act upon approving the purchase of one skid steer loader from RDO Equipment Co., through the Sourcewell Purchasing Cooperative; one sewer cleaning machine from HotJet USA and one tractor from Landmark Equipment, through the Texas Local Government Purchasing Cooperative; and authorizing the Town Manager to execute documents for the same. (FJ) 5. Consider and act upon approving the purchase of manhole rehabilitation services from Fuquay, Inc., through the Texas Local Government Purchasing Page 5 Item 1. Page 3 of 8 Cooperative; and authorizing the Town Manager to execute documents for the same. (FJ) 6. Consider and act upon authorizing the Town Manager to execute a License, Maintenance and Hold Harmless Agreement between 1385 & 380 Investments LP, and the Town of Prosper, Texas, related to the installation and maintenance of landscaping, pedestrian walkways and other associated amenities within right-of-way of Kent Drive in the Glenbrooke development. (DH) 7. Consider and act upon authorizing the Town Manager to execute an Escrow Agreement between 1385 & 380 Investments LP, and the Town of Prosper, Texas, related to the future reconstruction of improvements on US Highway 380 to serve the Westside development. (HW) 8. Consider and act upon Ordinance No. 2021-33 rezoning 5.3± acres from Downtown Commercial (DTC) to Planned Development-Multifamily (PD-MF), to facilitate a townhome-style multifamily development, located on the east and west sides of future McKinley Street, north of Fifth Street. (Z21-0006). (AG) 9. 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, including Prosper Business Park. (AG) Mayor Ray Smith commented on Item 8 and commended Harlan and Town staff for their idea to relocate the detention pond for the downtown multifamily to the west side of the railroad tracks. Because of this forward thinking and partnership, the developer was able to preserve 5.3 acres and 30 dwelling units. Town Manager Harlan Jefferson advised it was Hulon Webb who came up with this solution. Councilmember Ray made a motion and Deputy Mayor Pro-Tem Andres seconded the motion to approval all items on the Consent Agenda. The motion passed by a vote of 5-0. CITIZEN COMMENTS: One citizen comment card submitted from Justin Grube but he did not attend the meeting. Items for Individual Consideration: 10. Conduct a Public Hearing, and consider and act upon a request to amend the Future Land Use Plan from Medium Density Residential to Retail & Neighborhood Services, generally located on the northwest corner of Legacy Drive and Prosper Road. This is a companion case to Z20-0013. (CA20- 0003). (AG) Page 6 Item 1. Page 4 of 8 11. Conduct a Public Hearing and consider and act upon a request to rezone 5.5± acres, from Agriculture (A) to Planned Development-Retail (PD-R), for Legacy Storage, located on the west side of Legacy Drive, north of Prosper Road. This is a companion case to CA20-0003. (Z20-0013). (AG) Mayor Smith opened Items 10 and 11 concurrently. The applicant has requested to table both items until the July 13, 2021 meeting. Deputy Mayor Pro-Tem Andres made a motion and Councilmember Bartley seconded the motion to table both items to the July 13, 2021 Town Council meeting. The motion passed by a vote of 7-0 12. Consider and act upon Conceptual Development Plans for Encompass Health, on 8.2± acres, located on the east side of Mahard Parkway, north of US 380. The property is zoned Planned Development-47 (PD-47). (D21-0034). (AG) Planning Manager Alex Glushko presented this item before the Town Council. Per PD-47, “prior to application for a Preliminary Site Plan on any tract of land within a given area, a Conceptual Development Plan shall be submitted for each tract, and receive a recommendation from the Planning & Zoning Commission and be approved by the Town Council.” The Conceptual Development Plans show a 74,473-square-foot in-patient rehabilitation facility, Encompass Health, which is proposed to be constructed in two phases. The Conceptual Development Plans also include building elevations. The building is proposed to be constructed primarily of brick and stone. The applicant is also proposing the use of metal panels to screen the rooftop mounted mechanical equipment. While the metal screening is permitted, staff has recommended the parapet wall be raised to screen the majority of the equipment with brick and stone. The Conceptual Development Plans conform to the PD-47 development standards. The Planning & Zoning Commission and staff are in support of this request and recommend approval. Deputy Mayor Pro-Tem Andres made a motion and Councilmember Cotton seconded the motion to approve Conceptual Development Plans for Encompass Health, on 8.2± acres, located on the east side of Mahard Parkway, north of US 380. The motion passed by a vote of 5-0. 13. Project update for the Dallas North Tollway Design Guidelines. (KD) Khara Dodds presented an update to the Dallas North Tollway Design Guidelines. Ms. Dodds reviewed maps showing vacant parcels in the Dallas North Tollway (DNT) corridor and the existing zoning for property along the corridor. Ms. Dodds recapped further the idea of developing an Overlay District, as was previously discussed by previous Development Services Director, John Webb. In an Overlay District, the base zoning and property rights are still maintained. They can be effective as a stand alone or in conjunction with a Planned Development. The other option is Design Guidelines which involves the same type of criteria but it is more of guiding framework and elevates the community’s expections. This option can be most effective when used in addition to a Planned Development. Ms. Dodds explained the current progress of developing the Design Guidelines. Part of this process was meeting with Councilmembers and Town staff. Both Ms. Dodds and Rebeccca Zook attended the last Developer’s Council and gave them a brief overview of the Design Guidelines. Ms. Dodds and her staff have also reviewed other communities and the Town’s existing plans. One location often brought up to her is the Grandscape in The Colony and Ms. Dodds recapped some of the other cities she Page 7 Item 1. Page 5 of 8 has visited. In other communities there is a sense of identity, a theme, and public art, and all of these elements can be included in the Town of Prosper guidelines. Ms. Dodds reviewed components of the Town’s Comprehensive Plan which specifically mentions maximizing development along the Dallas North Tollway. She explained the importance of Public Spaces which allow people to come together and socialize, which can promote the Live, Work, and Play feel that the Town wants to incorporate. Public Art is also very important to bring the community together, including showcasing public artists. Mayor Smith asked for clarification on the guidelines for the architecture and what would prevent four gas stations or four liquor stores from developing at all four corners of an intersection. Ms. Dodds answered that Design Guidelines would not prevent that from happening, as neither an Overlay District or Design Guidelines would affect existing zoning or owners’ property rights. Mayor Smith requested developing a map where liquor stores and gas stations would be allowed by right along the DNT corridor. Councilmember Brantley mentioned a chart that was previously presented by former Development Services Director John Webb which lists uses that are permitted by right. Ms. Dodds confirmed that staff will be meeting with land owners along the DNT corridor so future plans can be discussed. Councilmember Bartley requested a timeline for the water sewer installation for the DNT corridor. Lastly, regarding landscaping, the Council inquired how the Town can ensure a consistent appearance along the corridor. Ms. Dodds responded that there is an extenstive landscaping section in the Zoning regulations but staff can also look to see different ways to bring uniformity. Councilmember Ray wanted to know what kind of feedback was given by the Developers Council. Ms. Dodds answered there wasn’t much feedback given other than requesting the Town start an open communication about the plans in the area. Deputy Mayor Pro-Tem Andres asked what are the neighboring cities doing along the DNT corridor. Ms. Dodds answered that the City of Celina will be incorporating an Overlay District and can work with them to make sure it is consistent. Ms. Dodds asked the Council to confirm whether they would like staff to pursue the development of Design Guidelines. Councilmember Ray said he would like a more hybrid option of both Overlay District and Design Guidelines. Councilmember Bartley mentioned her concern with doing something different from the surrounding communities and doesn’t want to change what is already allowed in the established PD’s. Councilmember Cotten joined the discussion stating an Overlay District can give more strict rules to the propery owners. Ms. Dodds further explained that neither option would take away existing property rights. Councilmember Ray feels they want to have structured guidelines instead of only suggestsion, as proposed with the Design Guidelines. Town staff will prepare the requested maps and list the allowable uses for each property in the corridor. More information will be presented at a future Town Council meeting. No further action was taken. 14. Consider and act upon authorizing the Town Manager to accept a grant award from the U.S. Department of Commerce through the State of Texas Economic Development Administration (EDA). (KB) Page 8 Item 1. Page 6 of 8 Emergency Management Coordinator Kent Bauer presented this item before the Town Council. The Town of Prosper is one of only two municipalities that have been awarded this grant. With only sixty days to prepare the grant, Town staff utilized strategic collaborations with our partners to obtain letters of support from various elected officials, local social service organizations and businesses within the Town. The $3 million grant will be used for the Lower Pressure Plane Project which will extend water service to businesses on the west side of Town which includes two hospitals and the master planned community W indsong Ranch. Councilmember Ray made a motion and Councilmember Bartley seconded the motion to accept the grant award from the U.S. Department of Commerice through the State of Texas Economic Development Administration (EDA). The motion passed by a vote of 5-0 15. Discussion to review the upcoming budget process and receive Town Council priorities for incorporation into the FY2021-2022 Proposed Budget. (BP) Finance Director Betty Pamplin reviewed the current budget calendar detailing important dates. A few highlights discussed were property valuations and increasing sales tax revenue. Ms. Pamping asked the Council to review several budget considerations, including implementation of the $210 million bond program, items identified in the Strategic Plan, the compensation market study, merit/step compensation increases, and supplemental request for 35 new staff positions. The Town Council Finance Subcommittee recommended the Town Manager present two optional budgets; one that maintains the current $.52 tax rate, and a second option that increases the tax rate to fund the first year of the 2020 bond election program. Other recommendations include considering conducting the Comprehensive Plan update in-house and reducing the scope of the Traffic Signal Communications/Connectivity Plan. Robyn Battle, Executive Director of Community Services, provided an update on the Strategic Plan. The Policy Top Ten items are on track and approximately 20% complete. Most of the Management Top Ten items are on track, with 39% of the items complete, and 4% having encountered some disruption. The Town is using a new software program, Envisio, to track the progress of the Strategic Plan. Council will receive monthly updates with the Departmental Monthly Reports. Later this fall, a public dashboard will be posted on the Town webite so residents will be able to track the progress of the Plan. Ms. Pamplin continued the presentation with a review of the Town’s benchmark cities, an overview of the compensation market study. Town Manager Harlan Jefferson will present another budget update at the July 27, 2021, Town Council meeting. No further action was taken. 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: Section 551.087 – To discuss and consider economic development incentives. 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. Page 9 Item 1. Page 7 of 8 Section 551.074 - To discuss and consider personnel matters and all matters incident and related thereto. The Town Council recessed into Executive Session at 6:45 p.m. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. The Town Council reconvened the Regular Session at 8:11 p.m. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. 16. BBQ & Blues Update. (DR) Dudley Raymond gave an update on the upcoming event. The date is September 25, 2021 at Frontier Park. One idea is to change the name of the Event to “Celebrate Prosper” and put BBQ & Blues at the bottom. This allows more flexibility to change food or music options in the future. CoServ has agreed to sponsor the food by providing barbecue sandwiches. Community partners include Prosper United Methodist Church, Lighthouse Christian Fellowship, and Prosper Ladies Association providing hot dogs, beverages, and dessert, as has been done in previous years. Recommendations include selling t-shirts to promote the event. Other options are live- streaming the event so others can participate if not at the event. At this time, staff recommends continuing the tradition of focusing on non-profit partners at the event, rather than offering space for vendors. The Council concurred with staff’s recommendations. No further action was taken. 17. Broadband Committee Mission. (HJ) Town Manager, Harlan Jefferson, reviewed the results of the Broadband study that was conducted in 2019. Deputy Mayor Pro-Tem Andres asked the Council to provide direction to the Broadband Committee on it’s role and the desired outcomes. Jason White, a Prosper resident, addressed the Council, noting that fiber to the home is now the standard in broadband service, and what was acceptable a few years ago is no longer adequate when it comes to internet service. He asked the Council to come up with an actionable plan to improve broadband service Town-wide. David Bristol, a Prosper resident and member of the Broadband Committee, encourage the Council to provide a vision and direction to the Committee, noting that improving broadband service may require a change in philosophy. Broadband service is now considered by some to be a fourth utility, similar to electricity, gas, and water service. After discussion, the Council asked the Broadband Committee to develop options to improve broadband service for areas that do not have fiber to the home. Town Manager Harlan Jefferson recommended the Town focus on the legacy neighborhoods first, then work on options for large-lot homes. Creative solutions may include partnerships between the Town, providers, and HOAs. No further action was taken. Mayor Smith and the Town Council thanked Town Secretary Melissa Lee for her service. Ms. Lee is moving to California with her family. Page 10 Item 1. Page 8 of 8 Deputy Mayor Pro-Tem Andres announced that the Prosper Ladies Association Summer Lunch Program needs drivers and encouraged the Town Council members to sign up. Councilmember Ray requested that Tow staff work with the Prosper Historical Commission to relocate the historical market at the old post office to Town Hall. Adjourn. The meeting was adjourned at 9:14 p.m. on Tuesday, July 13, 2021 APPROVED: Ray Smith, Mayor ATTEST: Robyn Battle, Interim Town Secretary Page 11 Item 1. Prosper is a place where everyone matters. MONTHLY FINANCIAL REPORT as of May 31, 2021 Budgetary Basis Prepared by Finance Department July 13, 2021 Page 12 Item 2. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT MAY 2021 Table of Contents Dashboard Charts 1 ‐ 2 General Fund 3 Water‐Sewer Fund 4 ‐ 5 Debt Service Fund 6 Crime Control and Prevention Special Purpose District 7 Fire Control, Prevention, and Emergency Medical Services Special Purpose District 8 Vehicle and Equipment Replacement Fund 9 Storm Drainage Utility Fund 10 Park Dedication and Improvement Fund 11 TIRZ #1 ‐ Blue Star 12 TIRZ #2 ‐ Matthews Southwest 13 Water Impact Fees Fund 14 Wastewater Impact Fees Fund 15 Thoroughfare Impact Fees Fund 16 Special Revenue Fund 17 Capital Projects Fund‐General 18 Capital Projects Fund‐Water/Sewer 19 Detail All Funds 20 Page 13 Item 2. $‐ $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 Total Budget YTD Budget YTD Actual Building Permit Revenues 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 Oct Nov Dec Jan Feb Mar Apr May June July Aug Sept Town of Prosper, Texas Sales Tax Revenue by Month FY 17/18 FY 18/19 FY 19/20 FY 20/21 1 Page 14 Item 2. $36.757 $24.504 $21.586 $34.423 $22.948 $31.817 $‐ $5 $10 $15 $20 $25 $30 $35 $40 Total Budget YTD Budget YTD Actual In Millions General Fund Revenues and Expenditures Revenues Expenditures $24.593 $16.395 $14.238 $24.505 $16.336 $15.560 $‐ $5 $10 $15 $20 $25 $30 Total Budget YTD Budget YTD Actual In Millions Water‐Sewer Fund Revenues and Expenditures Revenues Expenditures 2 Page 15 Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%GENERAL FUNDOriginal Budget Amended Current Year Current Year Current RemainingPrior Year Change fromBudget Adjustment Budget YTD Actuals Encumbrances Budget Balance YTD Percent Note YTD Actuals Prior YearREVENUESProperty Taxes 18,236,167$ ‐$ 18,236,167$ 18,426,416$ ‐$ (190,249)$ 101%1 16,793,460$ 10%Sales Taxes 5,733,141 ‐ 5,733,141 4,970,413 ‐ 762,728 87%3,713,019 34%Franchise Fees 1,792,875 ‐ 1,792,875 935,550 ‐ 857,325 52%2 898,337 4%Building Permits 2,561,400 1,552,642 4,114,042 3,798,428 ‐ 315,614 92%2,449,998 55%Other Licenses, Fees & Permits1,003,700 ‐ 1,003,700 1,749,077 ‐ (745,377) 174%1,085,271 61%Charges for Services 842,425 ‐ 842,425 361,349 ‐ 481,076 43%322,357 12%Fines & Warrants 400,000 ‐ 400,000 173,116 ‐ 226,884 43%5 221,981 ‐22%Intergovernmental Revenue (Grants) 414,672 171,705 586,377 189,125 ‐ 397,252 32%3 1,143,858 ‐83%Investment Income 85,000 ‐ 85,000 97,870 ‐ (12,870) 115%169,022 ‐42%Transfers In 1,071,820 ‐ 1,071,820 714,547 ‐ 357,273 67%659,391 8%Miscellaneous 345,200 ‐ 345,200 132,499 ‐ 212,701 38%210,957 ‐37%Park Fees 212,000 ‐ 212,000 268,143 ‐ (56,143) 126%79,364 238% Total Revenues 32,698,400$ 1,724,347$ 34,422,747$ 31,816,531$ ‐$ 2,606,216$ 92%27,747,014$ 15%EXPENDITURESAdministration 5,598,394$ 946,006$ 6,544,400$ 4,433,538$ 231,118$ 1,879,745$ 71%3,547,619$ 25%Police 5,997,484 144,549 6,142,033 3,239,822 179,480 2,722,730 56%7 2,986,133 8%Fire/EMS 7,713,465 2,028,198 9,741,663 6,549,211 203,058 2,989,395 69%6, 7 4,617,534 42%Public Works 3,272,379 17,698 3,290,077 1,381,600 365,801 1,542,676 53%4 2,457,121 ‐44%Community Services 4,605,459 169,022 4,774,481 2,771,410 190,673 1,812,399 62%2,668,299 4%Development Services 3,371,304 837,654 4,208,958 2,030,939 583,198 1,594,821 62%8 1,675,812 21%Engineering 2,031,806 23,317 2,055,123 1,179,197 68,439 807,487 61%914,269 29% Total Expenses 32,590,291$ 4,166,444$ 36,756,735$ 21,585,716$ 1,821,766$ 13,349,253$ 64%18,866,787$ 14%REVENUE OVER (UNDER) EXPENDITURES 108,109$ (2,442,097)$ (2,333,988)$ 10,230,815$ 8,880,227$ Beginning Fund Balance October 1‐Unassigned/Unrestricted 13,923,232 13,923,232 8,139,265 Ending Fund Balance 11,589,244$ 24,154,047$ 17,019,492$ Notes1Property taxes are billed in October and the majority of collections occur December through February. 2 Franchise fees and other various license and fees are paid quarterly or annually. 3 Grant revenues are recorded when received. The largest grant revenue expected is for the fire SAFER grant.4 Prior year expenditures included transfers for capital projects.5 Court Fines & Warrant collections have been down during the COVID‐19 pandemic.6 Funds for the Quint Engine and Ambulance have been transferred to CIP (station 3).7 Public Safety personnel expenditures are reduced by CARES funds awarded in current fiscal year.8 Funds have been encumbered for the new Development Services software package. 3Page 16Item 2. Original Budget Amended Current Year Current Year Current RemainingPrior Year Change fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior YearREVENUESWater Charges for Services 14,203,322$ ‐$ 14,203,322$ 8,277,493$ ‐$ 5,925,829$ 58%7,177,271$ 15%Sewer Charges for Services 8,012,010 ‐ 8,012,010 5,423,439 ‐ 2,588,571 68%4,788,275 13%Sanitation Charges for Services 1,527,500 ‐ 1,527,500 1,059,072 ‐ 468,428 69%968,618 9%Licenses, Fees & Permits 172,500 ‐ 172,500 139,735 ‐ 32,765 81%122,147 14%Utility Billing Penalties 112,000 ‐ 112,000 19,194 ‐ 92,806 17%1 50,190 ‐62%Investment Income 55,000 ‐ 55,000 36,135 ‐ 18,865 66%87,922 ‐59%Other 422,361 ‐ 422,361 604,806 ‐ (182,445) 143%243,740 148% Total Revenues 24,504,693$ ‐$ 24,504,693$ 15,559,874$ ‐$ 8,944,819$ 63%13,438,163$ 16%EXPENDITURESAdministration 2,615,646$ 75,255$ 2,690,901$ 1,707,212$ 32,480$ 951,209 65%3 2,438,669$ ‐30%Debt Service 3,701,269 ‐ 3,701,269 1,878,656 ‐ 1,822,613 51%2 1,185,124 Water Purchases 6,681,709 ‐ 6,576,918 4,513,230 ‐ 2,063,688 69%3,036,976 49%Public Works 11,410,264 108,987 11,624,042 6,139,144 235,154 5,249,744 55%3 8,800,689 ‐30% Total Expenses 24,408,888$ 184,242$ 24,593,130$ 14,238,242$ 267,634$ 10,087,254$ 59%15,461,458$ ‐8%REVENUE OVER (UNDER) EXPENDITURES 95,805$ (184,242)$ (88,437)$ 1,321,631$ (2,023,295)$ Beginning Working Capital October 1 6,867,399 6,867,399 7,869,816 Ending Working Capital 6,778,962$ 8,189,030$ 5,846,521$ Notes1 Customer penalties were waived due to COVID‐19. Assessment of penalties resumed in May 2021.2Annual debt service payments are made in February and August. 3 Prior year expenditures included transfers for a capital project.TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%WATER‐SEWER FUND4Page 17Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%WATER‐SEWER FUNDMay‐21 May‐20Growth % Average MonthlyAverage CumulativeWATER SEWER WATER SEWER Change# of Accts Residential10,387 9,695 9,003 8,317 15.95% October 9.7% 9.7%# of Accts Commercial437 338 373 293 16.37% November 7.1% 16.8%Consumption‐Residential89,633,250 60,425,710 122,028,080 49,309,906 ‐12.42% December 5.5% 22.3%Consumption‐Commercial27,421,300 9,372,040 28,040,390 7,410,120 3.79% January 4.6% 26.9%Average Residential Water Consumption 8,629 13,554 ‐36.33% February4.6% 31.5%Billed ($) Residential635,737.47 569,699.20 821,052.83 479,619.63 ‐22.57% March 4.7% 36.2%Billed ($) Commercial255,593.81 89,988.75 259,607.13 76,723.31 ‐1.55% April 6.6% 42.9% Total Billed ($) 891,331.28$ 659,687.95$ 1,080,659.96$ 556,342.94$ ‐5.25% May 7.4% 50.2%June 10.0% 60.2%July 11.5% 71.7%August 15.0% 86.7%September 13.3% 100.0%Jun‐20 5.35 Jun‐19 4.13Jul‐20 2.31 Jul‐19 0.78Aug‐20 1.28 Aug‐19 2.44Sep‐20 3.87 Sep‐19Trace of rainOct‐20 1.74 Oct‐19 4.42Nov‐20 1.08 Nov‐19 1.80Dec‐20 3.00 Dec‐19 1.17Jan‐21 0.85 Jan‐20 5.00Feb‐21 2.22 Feb‐20 3.88Mar‐21 3.03 Mar‐20 6.75Apr‐21 4.50 Apr‐20 1.90May‐21 7.77 May‐20 7.54 Average rainfall for May is 4.90Rainfall5Page 18Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%DEBT SERVICE FUNDOriginal Budget Amended Current Year Current Year Current RemainingPrior YearChange fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD ActualPrior YearREVENUESProperty Taxes‐Delinquent ‐$ ‐$ ‐$ 69,981$ ‐$ (69,981)$ 157,738$ ‐56%Property Taxes‐Current 7,549,503 ‐ 7,549,503 7,545,655 ‐ 3,848 100%1 6,772,147 11%Taxes‐Penalties ‐ ‐ ‐ 25,049 ‐ (25,049) 43,270 ‐42%Interest Income 45,000 ‐ 45,000 22,783 ‐ 22,217 51%62,050 ‐63%Total Revenues 7,594,503$ ‐$ 7,594,503$ 7,663,468$ ‐$ (68,965)$ 101%7,035,205$ 9%EXPENDITURESProfessional Services ‐$ ‐$ ‐$ ‐$ ‐$ ‐$ 2,500$ 2012 GO Bond Payment 195,000 ‐ 195,000 195,000 ‐ ‐ 100%190,000 3%2013 GO Refunding Bond 170,000 ‐ 170,000 ‐ ‐ 170,000 0%‐ Bond Administrative Fees 20,000 ‐ 20,000 440 ‐ 19,560 2%440 2014 GO Bond Payment 285,000 ‐ 285,000 ‐ ‐ 285,000 0%‐ 2015 GO Bond Payment 463,700 ‐ 463,700 463,700 ‐ ‐ 100%500,100 ‐7%2015 CO Bond Payment 440,000 ‐ 440,000 440,000 ‐ ‐ 100%215,000 105%2016 GO Debt Payment 625,500 ‐ 625,500 625,500 ‐ ‐ 100%616,500 1%2016 CO Debt Payment 55,000 ‐ 55,000 55,000 ‐ ‐ 100%2 45,000 22%2017 CO Debt Payment 410,000 ‐ 410,000 410,000 ‐ ‐ 100%405,000 1%2018 GO Debt Payment 135,000 ‐ 135,000 135,000 ‐ ‐ 100%135,000 0%2018 CO Debt Payment 175,000 ‐ 175,000 175,000 ‐ ‐ 100%160,000 9%2019 CO Debt Payment 366,177 ‐ 366,177 366,177 ‐ ‐ 100%967,753 ‐62%2019 GO Debt Payment 150,000 ‐ 150,000 150,000 ‐ ‐ 100%140,000 7%2020 CO Debt Payment 805,000 ‐ 805,000 805,000 ‐ ‐ 100%‐ Bond Interest Expense 3,404,364 ‐ 3,404,364 1,717,248 ‐ 1,687,116 50%1,563,238 10%Total Expenditures 7,699,741$ ‐$ 7,699,741$ 5,538,065$ ‐$ 2,161,676$ 72%4,940,531$ 12%REVENUE OVER (UNDER) EXPENDITURES(105,238)$ ‐$ (105,238)$ 2,125,403$ 2,094,674$ Beginning Fund Balance October 1 2,619,367 2,619,367 2,558,230 Ending Fund Balance Current Month 2,514,129$ 4,744,770$ 4,652,904$ Notes1Property taxes are billed in October and the majority of collections occur December through February. 2Annual debt service payments are made in February and August. 6Page 19Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%CRIME CONTROL AND PREVENTION SPECIAL PURPOSE DISTRICTOriginal Budget Amended Current YearCurrent YearCurrent Remaining Prior YearChange fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD PercentNote YTD Actual Prior YearREVENUESSales Tax ‐ Town 1,564,807$ ‐$ 1,564,807$ 1,309,704$ ‐$ 255,103$ 84%987,030$ 33%Interest Income 300 ‐ 300 767 ‐ (467) 256%286 Other‐ ‐ ‐ ‐ ‐ ‐ ‐ Total Revenue 1,565,107$ ‐$ 1,565,107$ 1,310,471$ ‐$ 254,636$ 84%987,316$ 33%EXPENDITURESPersonnel 1,425,708$ ‐$ 1,425,708$ 961,243$ ‐$ 464,465$ 67%723,920$ 33%Other‐ ‐ ‐ 170 ‐ (170) 243 Total Expenditures 1,425,708$ ‐$ 1,425,708$ 961,413$ ‐$ 464,295$ 67%724,162$ 33%REVENUE OVER (UNDER) EXPENDITURES 139,399$ ‐$ 139,399$ 349,058$ 263,154$ Beginning Fund Balance October 1 302,439 302,439 ‐ Ending Fund Balance Current Month 441,838$ 651,497$ 263,154$ 7Page 20Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%FIRE CONTROL, PREVENTION, AND EMERGENCY MEDICAL SERVICES SEPCIAL PURPOSE DISTRICTOriginal Budget Amended Current YearCurrent YearCurrent RemainingPrior Year Change fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior YearREVENUESSales Tax ‐ Town 1,564,807$ ‐$ 1,564,807$ 1,307,666$ ‐$ 257,141$ 84%985,884$ 33%Interest Income ‐ ‐ ‐ 153 ‐ (153) ‐ Other‐ ‐ ‐ ‐ ‐ ‐ ‐ Total Revenue 1,564,807$ ‐$ 1,564,807$ 1,307,819$ ‐$ 256,988$ 84%985,884$ 33%EXPENDITURESPersonnel 1,490,812$ ‐$ 1,490,812$ 1,060,698$ ‐$ 430,114$ 71%875,700$ 21%Other‐ ‐ ‐ 170 ‐ (170) 243 Total Expenditures1,490,812$ ‐$ 1,490,812$ 1,060,868$ ‐$ 429,944$ 71%875,943$ 21%REVENUE OVER (UNDER) EXPENDITURES 73,995$ ‐$ 73,995$ 246,951$ 109,941$ Beginning Fund Balance October 1203,982 203,982 ‐ Ending Fund Balance Current Month277,977$ 450,933$ 109,941$ 8Page 21Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%VEHICLE AND EQUIPMENT REPLACEMENT FUNDOriginal Budget Amended Current YearCurrent YearCurrent Remaining Prior YearChange fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD PercentNote YTD Actual Prior YearREVENUESGrant Revenue ‐$ ‐$ ‐$ ‐$ ‐$ ‐$ ‐$ Other Reimbursements 139,000 ‐ 139,000 98,922 ‐ 40,078 71%2 43,583 127%Interest Income 20,000 ‐ 20,000 18,831 ‐ 1,169 94%37,164 ‐49%Charges for Services 1,478,505 ‐ 1,478,505 810,245 ‐ 668,260 1,348,455 ‐40%Total Revenue 1,637,505$ ‐$ 1,637,505$ 927,998$ ‐$ 709,507$ 57%1,429,202$ ‐35%EXPENDITURESVehicle Replacement861,946$ ‐$ 861,946$ 450,658$ 419,827$ (8,539)$ 101%1 971,255$ ‐54%Equipment Replacement 436,559 ‐ 436,559 98,445 125,072 213,042 51%1‐ Technology Replacement 99,080 ‐ 99,080 30,445 5,699 62,937 36%1 51,193 ‐41%Total Expenditures 1,397,585$ ‐$ 1,397,585$ 579,548$ 550,598$ 267,439$ 81%1,022,448$ ‐43%REVENUE OVER (UNDER) EXPENDITURES 239,920$ ‐$ 239,920$ 348,450$ 406,754$ Beginning Fund Balance October 1 3,741,880 3,741,880 2,337,780 Ending Fund Balance Current Month 3,981,800$ 4,090,330$ 2,744,534$ Notes12 Includes proceeds from auctioned vehicles. Vehicles will be auctioned once replacement vehicles are received.Funds have been encumbered for this year's replacement vehicles, equipment, or technology.9Page 22Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%STORM DRAINAGE UTILITY FUNDOriginal Budget Amended Current YearCurrent YearCurrent Remaining Prior YearChange fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD PercentNote YTD Actual Prior YearREVENUES 45‐4Storm Drainage Utility Fee705,000$ ‐$ 705,000$ 482,088$ ‐$ 222,912$ 68%439,479$ 10%Drainage Review Fee6,000 ‐ 6,000 2,395 ‐ 3,605 40%2 1,710 45‐4Interest Income 4,200 ‐ 4,200 2,865 ‐ 1,335 68%5,198 ‐45%Other Revenue ‐ ‐ ‐ ‐ ‐ ‐ ‐ Total Revenue 715,200$ ‐$ 715,200$ 487,349$ ‐$ 227,852$ 68%446,388$ 9%EXPENDITURESPersonnel Services 171,051$ ‐$ 171,051$ 104,627$ ‐$ 66,424$ 61%107,513$ ‐3%Debt Service 245,592 ‐ 245,592 201,761 ‐ 43,831 82%3 197,879 45‐7Operating Expenditures 26,700 106,083 132,783 35,353 78,095 19,334 85%1 11,867 198%Transfers Out 104,926 (6,083) 98,843 65,895 ‐ 32,948 67%66,757 ‐1% Total Expenses 548,269$ 100,000$ 648,269$ 407,637$ 78,095$ 162,537$ 75%384,016$ 6%REVENUE OVER (UNDER) EXPENDITURES 166,931$ (100,000)$ 66,931$ 79,712$ 62,372$ Beginning Working Capital October 1 632,579 632,579 151,834 Ending Working Capital Current Month 699,510$ 712,291$ 214,206$ Notes1 Frontier Park/Lakes of Prosper Drainage Channel project has been encumbered2 Drainage Review Fees are paid as review is needed.3Annual debt service payments are made in February and August. 10Page 23Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%PARK DEDICATION AND IMPROVEMENT FUNDSOriginal Budget Amended Current YearCurrent YearCurrent RemainingPrior Year Change fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior YearREVENUES 60‐4Park Dedication‐Fees 200,000$ ‐$ 200,000$ ‐$ ‐$ 200,000$ 0%‐$ Park Dedication ‐ Transfers In ‐ ‐ ‐ 392,217 ‐ (392,217) 2 ‐ 60‐4Park Improvements 100,000 ‐ 100,000 123,370 ‐ (23,370) 123%‐ Contributions/Grants500,000 ‐ 500,000 310,825 ‐ 189,175 62%‐ 60‐4Interest‐Park Dedication 8,000 ‐ 8,000 8,265 ‐ (265) 103%17,709 ‐53% 60‐4Interest‐Park Improvements 7,500 ‐ 7,500 5,485 ‐ 2,015 73%15,554 ‐65% Total Revenue 815,500$ ‐$ 815,500$ 840,163$ ‐$ (24,663)$ 103%33,264$ 2426%EXPENDITURESDeveloper Reimbursement‐Park Imp ‐$ ‐$ ‐$ ‐$ ‐$ ‐$ ‐$ Hike & Bike Master Plan ‐ 2,594 2,594 2,594 ‐ ‐ 45,718 ‐94% 60‐6Cockrell Park Trail Connection 510,799 107,645 618,444 392,058 40,993 185,393 70%1 17,045 2200%Hays Park 369,201 28,074 423,529 87,069 316,249 20,211 95%1‐ Pecan Grove H&B Trail 30,000 ‐ 30,000 ‐ ‐ 30,000 0%‐ Pecan Grove 575,000 ‐ 575,000 ‐ ‐ 575,000 0%‐ Capital 250,000 ‐ 250,000 ‐ ‐ 250,000 0%‐ Transfers Out ‐ ‐ ‐ ‐ ‐ ‐ ‐ Total Expenses 1,735,000$ 138,313$ 1,899,568$ 481,722$ 357,242$ 1,060,604$ 44%62,763$ REVENUE OVER (UNDER) EXPENDITURES (919,500)$ (138,313)$ (1,084,068)$ 358,441$ (29,500)$ Beginning Fund Balance October 12,660,035 2,660,035 1,857,785 Ending Fund Balance Current Month1,575,967$ 3,018,476$ 1,828,285$ Notes1 Funds have been encumbered for this capital project.2 Includes a transfer from CIP of the balance of funds used for the purchase of land for the future Parks/Public Works facility in FY 2019‐20.11Page 24Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%TIRZ #1 ‐ BLUE STAROriginal Budget Amended Current Year Current Remaining Prior Year Change fromBudget Adjustment Budget YTD Actual Budget Balance YTD PercentNoteYTD Actual Prior YearREVENUESImpact Fee Revenue:Water Impact Fees ‐$ ‐$ ‐$ 34,916$ (34,916)$ 294,810$ ‐88%Wastewater Impact Fees‐ ‐ ‐ 25,702 (25,702) 189,442 ‐86%East Thoroughfare Impact Fees 1,000,000 ‐ 1,000,000 153,318 846,682 15%1,100,053 ‐86%Property Taxes ‐ Town (Current) 554,473 ‐ 554,473 492,446 62,027 89%386,349 27%Property Taxes ‐ Town (Rollback) ‐ ‐ ‐ ‐ ‐ 28,840 Property Taxes ‐ County (Current) 133,249 ‐ 133,249 116,706 16,543 88%92,846 Sales Taxes ‐ Town 562,344 ‐ 562,344 416,509 145,835 74%352,957 18%Sales Taxes ‐ EDC470,962 ‐ 470,962 348,827 122,135 74%295,602 18%Investment Income 2,000 ‐ 2,000 3,972 (1,972) 199%19,562 ‐80%Transfer In ‐ ‐ ‐ ‐ ‐ ‐ Total Revenue 2,723,028$ ‐$ 2,723,028$ 1,592,397$ 1,130,631$ 58%2,760,461$ ‐42%EXPENDITURESProfessional Services ‐$ ‐$ ‐$ ‐$ ‐$ ‐ Developer Rebate 2,723,028 ‐ 2,723,028 ‐ 2,723,028 0%‐ Transfers Out ‐ ‐ ‐ ‐ ‐ Total Expenses 2,723,028$ ‐$ 2,723,028$ ‐$ 2,723,028$ 0%‐$ REVENUE OVER (UNDER) EXPENDITURES ‐$ 1,592,397$ 2,760,461$ Beginning Fund Balance October 1 301,260 301,260 213,282 Ending Fund Balance Current Month 301,260$ 1,893,657$ 2,973,743$ 12Page 25Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%TIRZ #2 ‐ MATTHEWS SOUTHWESTOriginal Budget Amended Current YearCurrent Remaining Prior Year Change fromBudget Adjustment Budget YTD Actual Budget Balance YTD Percent Note YTD Actual Prior YearREVENUESProperty Taxes ‐ Town (Current) 10,350$ ‐$ 10,350$ 10,901$ (551)$ 105%12,633$ ‐14%Property Taxes ‐ Town (Rollback) ‐ ‐ ‐ ‐ ‐ 0%‐ Property Taxes ‐ County (Current) 2,487 ‐ 2,487 2,583 (96) 104%3,137 Sales Taxes ‐ Town 10 ‐ 10 ‐ 10 0%8 ‐100%Sales Taxes ‐ EDC 10 ‐ 10 ‐ 10 0%8 ‐100%Investment Income 150 ‐ 150 153 (3) 102%347 ‐56% Total Revenue 13,007$ ‐$ 13,007$ 13,638$ (631)$ 105%16,133$ ‐15%EXPENDITURESProfessional Services ‐$ ‐$ ‐$ ‐$ ‐ ‐$ Developer Rebate 13,007 ‐ 13,007 ‐ 13,007 ‐ Transfers Out ‐ ‐ ‐ ‐ ‐ ‐ Total Expenditures 13,007$ ‐$ 13,007$ ‐$ 13,007$ ‐$ REVENUE OVER (UNDER) EXPENDITURES ‐$ 13,638$ 16,133$ Beginning Fund Balance October 1 25,189 25,189 25,922 Ending Fund Balance Current Month 25,189$ 38,827$ 42,055$ 13Page 26Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021WATER IMPACT FEES FUNDCurrent YearCurrent YearCurrent YearProjectProject Original Budget Amended Current YearCurrent YearCurrent Remaining Prior Years BudgetBudget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure BalanceREVENUESImpact Fees Water2,500,000$ ‐$ 2,500,000$ 3,907,200$ Interest 12,000 ‐ 12,000 30,798 Total Revenues 2,512,000$ ‐$ 2,512,000$ 3,937,998$ EXPENDITURESDeveloper ReimbursementsParks at Legacy Developer Reimb 140,000 140,000 ‐ 140,000 8,111 ‐ 131,889 131,889 Star Trail Developer Reimb 300,000 300,000 ‐ 300,000 ‐ ‐ 300,000 300,000 Victory at Frontier Developer Reimb ‐ ‐ ‐ ‐ 40,499 ‐ (40,499) (40,499) TVG Windsong Developer Reimb 400,000 400,000 ‐ 400,000 84,536 ‐ 315,464 315,464 Total Developer Reimbursements 840,000$ 840,000$ ‐$ 840,000$ 133,146$ ‐$ 706,854$ ‐$ 706,854$ Capital ExpendituresCounty Line Elevated Storage 628,823 ‐ 244 244 244 ‐ ‐ 628,823 ‐ Lower Pressure Plane Easements 1,000,000 1,000,000 ‐ 1,000,000 ‐ ‐ ‐ ‐ 1,000,000 24" Water Line County Line EST/DNT 1,004,850 ‐ 54,419 54,419 ‐ 54,419 ‐ 894,437 110,413 Total Projects 2,633,673$ 1,000,000$ 54,663$ 1,054,663$ 244$ 54,419$ ‐$ 1,523,260$ 1,110,413$ Total Expenditures 3,473,673$ 1,840,000$ 54,663$ 1,894,663$ 133,390$ 54,419$ 706,854$ 1,523,260$ 1,817,267$ REVENUE OVER (UNDER) EXPENDITURES 617,337$ 3,804,608$ Beginning Fund Balance October 14,271,873 4,271,873 Ending Fund Balance Current Month4,889,210$ 8,076,481$ 14Page 27Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021WASTEWATER IMPACT FEES FUNDCurrent YearCurrent YearCurrent YearProjectProject Original Budget Amended Current YearCurrent YearCurrent Remaining Prior Years BudgetBudget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure BalanceREVENUESImpact Fees Wastewater850,000$ ‐$ 850,000$ 2,048,928$ Interest 12,000 ‐ 12,000 18,451 Upper Trinity Equity Fee 200,000 ‐ 200,000 288,000 Total Revenues 1,062,000$ ‐$ 1,062,000$ 2,355,379$ EXPENDITURESDeveloper ReimbursementsTVG Westside Utility Developer Reimb 250,000 250,000 ‐ 250,000 136,423 ‐ 113,577 113,577 Prosper Partners Utility Developer Reimb 200,000 200,000 ‐ 200,000 227,721 ‐ (27,721) (27,721) Frontier Estates Developer Reimb 50,000 50,000 ‐ 50,000 12,636 ‐ 37,365 37,365 LaCima Developer Reimb 50,000 50,000 ‐ 50,000 ‐ ‐ 50,000 50,000 LaCima #2 Interceptor Agreement‐ ‐ ‐ ‐ 227,064 ‐ (227,064) (227,064) Brookhollow Developer Reimb 25,000 25,000 ‐ 25,000 283,982 ‐ (258,982) (258,982) TVG Windsong Developer Reimb 200,000 200,000 ‐ 200,000 350,934 ‐ (150,934) (150,934) All Storage Developer Reimb 15,000 15,000 ‐ 15,000 27,090 ‐ (12,090) (12,090) Legacy Garden Developer Reimb 100,000 100,000 ‐ 100,000 12,977 ‐ 87,023 87,023 Total Developer Reimbursements 890,000$ 890,000$ ‐$ 890,000$ 1,278,826$ ‐$ (388,826)$ ‐$ (388,826)$ Capital ExpendituresDoe Branch Parallel Interceptor5,000,000 1,500,000 ‐ 1,500,000 ‐ ‐ 1,500,000 1,500,000 Total Projects 5,000,000$ 1,500,000$ ‐$ 1,500,000$ ‐$ ‐$ 1,500,000$ ‐$ 1,500,000$ Total Expenditures 5,890,000$ 2,390,000$ ‐$ 2,390,000$ 1,278,826$ ‐$ 1,111,174$ ‐$ 1,111,174$ REVENUE OVER (UNDER) EXPENDITURES (1,328,000)$ 1,076,553$ Beginning Fund Balance October 12,792,362 2,792,362 Ending Fund Balance Current Month1,464,362$ 3,868,915$ 15Page 28Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021THOROUGHFARE IMPACT FEES FUNDCurrent YearCurrent YearCurrent YearProjectProject Original Budget Amended Current YearCurrent YearCurrent Remaining Prior Years BudgetBudget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure BalanceREVENUES East Thoroughfare Impact Fees 1,000,000$ ‐$ 1,000,000$ 1,390,520$ East Thoroughfare Other Revenue ‐ ‐ ‐ ‐ West Thoroughfare Impact Fees 2,500,000 ‐ 2,500,000 4,307,167 West Thoroughfare Other Revenue‐ ‐ ‐ ‐ Interest‐East Thoroughfare Impact Fees8,000 ‐ 8,000 12,239 Interest‐West Thoroughfare Impact Fees 10,000 ‐ 10,000 24,569 Total Revenues 3,518,000$ ‐$ 3,518,000$ 5,734,494$ EXPENDITURESEastDeveloper Reimbursement ‐ Tanners Mill 300,000 300,000 ‐ 300,000 435,697 ‐ (135,697) ‐ (135,697) Prosper Trail (Coit‐Custer) 810,000 ‐ ‐ ‐ ‐ ‐ ‐ 610,000 200,000 Coit Road (First‐Frontier) 1,289,900 ‐ 364,755 364,755 ‐ 364,755 ‐ 925,145 ‐ FM 1461 (SH289‐CR 165) 175,000 ‐ 175,000 77,074 ‐ 97,927 ‐ 97,927 Coleman Median Landscape (Talon‐Victory) 350,000 350,000 ‐ 350,000 13,910 16,065 320,025 ‐ 320,025 Traffic Signal ‐ Coit & Richland 409,318 298,196 111,122 409,318 340,576 11,798 56,944 50,795 6,149 Total East 3,334,218$ 948,196$ 475,876$ 1,599,073$ 867,256$ 392,618$ 339,199$ 1,585,940$ 488,404$ WestParks at Legacy Developer Reimb 300,000 300,000 ‐ 300,000 456,328 ‐ (156,328) ‐ (156,328) Star Trail Developer Reimb 1,000,000 1,000,000 ‐ 1,000,000 337,750 ‐ 662,250 ‐ 662,250 Tellus Windsong Developer Reimb 1,250,000 1,250,000 ‐ 1,250,000 ‐ ‐ 1,250,000 ‐ 1,250,000 Legacy Garden Developer Reimb 75,000 75,000 ‐ 75,000 48,451 ‐ 26,549 ‐ 26,549 1,525,000 667,822 8,458 78,938 18,480 5,778 54,681 1,333,884 166,858 Traffic Signal ‐ Fishtrap & Teel 400,000 400,000 40,820 43,002 16,635 ‐ 26,367 367,600 15,765 Traffic Signal ‐ Fishtrap & Gee 300,000 205,658 50,890 256,548 199,195 12,204 45,149 43,565 45,036 Traffic Signal ‐ Fishtrap/Artesia 237,500 237,500 ‐ 237,500 ‐ ‐ 237,500 ‐ 237,500 Teel ‐ 380 Intersection Improvements 275,000 275,000 54,017 329,017 31,170 22,847 275,000 41,968 179,015 Total West 5,362,500$ 4,410,980$ 154,185$ 3,570,005$ 1,108,009$ 40,829$ 2,421,168$ 1,787,017$ 2,426,646$ Total Expenditures 8,696,718$ 5,359,176$ 630,061$ 5,169,078$ 1,975,265$ 433,446$ 2,760,366$ 3,372,957$ 2,915,049$ REVENUE OVER (UNDER) EXPENDITURES (1,651,078)$ 3,759,229$ Beginning Fund Balance October 15,092,452 5,092,452 Ending Fund Balance Current Month3,441,374$ 8,851,681$ Cook Lane (First ‐ End)16Page 29Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021Expected Year to Date Percent 66.66%SPECIAL REVENUE FUNDSOriginal Budget Amended Current Year Current Year Current RemainingPrior Year Change fromBudget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior YearPolice Donation Revenue 13,500$ ‐$ 13,500$ 9,466$ ‐$ 4,034$ 70%9,019$ 5%Fire Donation Revenue 13,500 ‐ 13,500 9,319 ‐ 4,181 69%8,945 4%Child Safety Revenue 10,000 ‐ 10,000 6,739 ‐ 3,261 67%6,571 3%Court Security Revenue 7,000 ‐ 7,000 5,246 ‐ 1,755 75%5,037 4%Court Technology Revenue 8,200 ‐ 8,200 4,524 ‐ 3,676 55%5,672 ‐20%Municipal Jury revenue ‐ ‐ ‐ 98 ‐ (98) 41 137%Interest Income 2,400 ‐ 2,400 2,449 ‐ (49) 102%4,522 ‐46%Interest Income CARES Funds ‐ ‐ ‐ (295) ‐ 295 ‐ Tree Mitigation ‐ ‐ ‐ 221,875 ‐ (221,875) 69,300 220%Miscellaneous ‐ ‐ ‐ 3,111 ‐ (3,111) 12,074 ‐74%CARES Act Funding ‐ 662,567 662,567 1,419,369 ‐ (756,801) 1 ‐ Transfer In ‐ ‐ ‐ ‐ ‐ ‐ ‐ Total Revenue 54,600$ 662,567$ 717,167$ 1,681,900$ ‐$ (964,733)$ 235%121,181$ 1288%EXPENDITURESLEOSE Expenditure ‐$ ‐$ ‐$ 2,500$ ‐$ (2,500)$ ‐$ Court Technology Expense 25,700 ‐ 25,700 ‐ 22,155 3,545 86%2,515 Court Security Expense 18,528 ‐ 18,528 560 10,249 7,719 58%1,141 ‐51%Police Donation Expense 12,018 ‐ 12,018 788 7,800 3,430 71%50,174 Fire Donation Expense 5,000 4,157 9,157 4,483 ‐ 4,674 49%3,615 24%Child Safety Expense 5,000 ‐ 5,000 ‐ ‐ 5,000 0%575 Tree Mitigation Expense 200,000 ‐ 200,000 ‐ ‐ 200,000 0%‐ Police Seizure Expense 5,000 ‐ 5,000 4,250 ‐ 750 85%‐ CARES Act Funding ‐ 1,288,031 1,288,031 1,420,316 ‐ (132,285) 110%1 17,023 Total Expenses 271,246$ 1,292,189$ 1,563,435$ 1,432,898$ 40,204$ 90,333$ 92%58,020$ 2370%REVENUE OVER (UNDER) EXPENDITURES(216,646)$ (629,621)$ (846,267)$ 249,002$ 63,162$ Beginning Fund Balance October 1 567,535 567,535 1,755,882 Ending Fund Balance Current Month (278,732)$ 816,537$ 1,819,044$ Notes1 CARES Act Funds must be spent by December 30, 2020. YTD actual includes interest earnings and remaining cash at 9/30/20 which were not accounted for in revised budget. 17Page 30Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021CAPITAL PROJECTS FUND ‐ GENERALCurrent Year Current Year Current YearProjectProject Original Budget Amended Current Year Current Year Current Remaining Prior Years BudgetBudget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure BalanceREVENUESGrants‐$ ‐$ ‐$ ‐$ Bond Proceeds9,000,000 40,000,000 49,000,000 ‐ Interest‐ ‐ ‐ 24,121 Other Revenue‐ ‐ ‐ 79,338 Transfers In ‐ General Fund ‐ ‐ 2,080,000 2,421,477 Transfers In ‐ Impact Fee Funds ‐ ‐ ‐ ‐ Transfers In ‐ Bond Funds ‐ ‐ ‐ 16,371,205 Total Revenues 9,000,000$ 40,000,000$ 51,080,000$ 18,896,141$ EXPENDITURESFrontier Parkway BNSF Overpass 5,750,000 5,750,000 ‐ 5,750,000 5,205,988 ‐ 544,012 ‐ 544,012 West Prosper Roads 14,729,002 202,608 7,155 209,763 185,299 33,553 (9,089) 13,787,790 722,360 BNSF Quiet Zone First/Fifth 145,000 145,000 ‐ 145,000 17,146 668 127,186 ‐ 127,186 Prosper Trail (Coit‐Custer) 2 Lanes 6,422,068 753,121 5,246,879 6,010,548 3,492,486 1,337,019 1,181,043 564,420 1,028,143 Prosper Trail (Kroger ‐ Coit) 4,869,055 45,650 100,252 100,252 7,266 12,573 80,414 4,680,445 168,771 First St (DNT to Coleman) 2,786,567 ‐ 720,317 545,007 193,105 353,902 (2,000) 1,171,465 1,068,095 Fishtrap (Elem‐DNT) 4 Lanes 16,450,000 ‐ 19,479,815 19,479,815 306,511 195,525 18,977,779 462,685 15,485,279 First St (Coit‐Custer) 4 Lanes 1,885,000 ‐ 577,775 577,775 377,375 156,750 43,650 537,875 813,000 Fishtrap, Segment 4 (Middle‐Elem) 2,750,000 2,750,000 ‐ 2,750,000 54 2,627,011 122,935 ‐ 122,935 Coit Rd at US 380 Right Turn Lane 200,000 56,899 ‐ 56,899 49,999 ‐ 6,900 143,101 6,900 Cook Lane (First‐End) 5,105,000 1,779,856 ‐ 1,779,856 932,598 603,455 243,802 2,474,507 1,094,439 Victory Way (Coleman‐Frontier) 2,500,000 2,318,812 1,066,321 1,301,735 1,003,514 33,787 264,433 1,250,690 212,009 Fishtrap (Teel Intersection Improvements) 1,550,000 87,814 10,390 98,204 5,827 ‐ 92,377 1,435,794 108,379 Prosper Trail/DNT Intersection Improvements 2,113,000 2,024,798 ‐ 2,024,798 983,456 1,041,220 122 88,202 122 Fishtrap Section 1 & 4 778,900 ‐ 636,400 67,200 29,800 18,200 19,200 686,308 44,592 Acacia Parkway 1,122,782 124,780 100,000 124,780 50,729 ‐ 74,051 978,680 93,373 Total Street Projects 69,156,374$ 16,039,338$ 27,945,304$ 41,021,632$ 12,841,153$ 6,413,663$ 21,766,815$ 28,261,962$ 21,639,595$ US 380 Median Lighting 485,000 18,948 291,559 310,506 286,913 4,646 18,948 174,494 18,947 Traffic Signal Coit/First 306,299 19,500 ‐ 19,500 ‐ 19,500 ‐ 286,799 0 Traffic Signal Fishtrap/Teel 34,100 ‐ 9,837 9,837 6,765 ‐ 3,072 24,263 3,072 Total Traffic Projects 825,399$ 38,448$ 301,396$ 339,843$ 293,678$ 24,146$ 22,020$ 485,556$ 22,020$ Downtown Monument 455,000 455,000 452,500 452,500 58,789 189,668 204,043 2,500 204,043 Turf Irrigation SH289 68,000 19,065 48,935 68,000 48,935 ‐ 19,065 ‐ 19,065 US 380 Median Design (Green Ribbon) 821,250 1,550 14,350 15,900 10,450 3,900 1,550 55,350 751,550 Whitley Place H&B Trail Extension 180,000 ‐ 171,688 171,688 504 2,125 169,059 169,513 7,859 Whitley Place H&B Trail Extension (Pwr line Esmnt) 280,000 264,275 4,725 269,000 121,620 102,582 44,798 11,000 44,798 Tanner's Mill Phase 2 Design 200,000 ‐ 200,000 200,000 ‐ 3,600 196,400 11,000 185,400 Pecan Grove Ph II 67,000 67,000 43,150 59,210 1,914 41,440 15,856 7,790 15,856 Total Park Projects 2,071,250$ 806,890$ 935,348$ 1,236,298$ 242,212$ 343,315$ 650,771$ 257,153$ 982,517$ Westside Radio Tower 500,000 500,000 ‐ 500,000 500,000 ‐ ‐ ‐ ‐ Public Safety Complex, Phase 1 1,485,845 163,285 ‐ 163,285 4,434 ‐ 158,851 1,481,411 ‐ Public Safety Complex, Phase 1‐Dev Costs 52,078 497,922 ‐ 497,922 ‐ ‐ 497,922 52,078 ‐ Public Safety Complex, Phase 1‐Construction 12,416,116 269,794 287,201 556,995 259,646 ‐ 297,348 12,156,470 (0) Public Safety Complex, Phase 1‐FFE 1,184,867 361,952 284,519 352,179 318,846 17,727 15,606 839,050 9,244 Public Safety Complex, Phase 2‐Design 1,605,000 ‐ 1,605,000 1,672,660 78,110 1,444,990 149,560 ‐ 81,900 Public Safety Complex, Phase 2‐Dev Costs 820,000 ‐ 820,000 887,660 8,250 ‐ 879,410 ‐ 811,750 Public Safety Complex, Phase 2‐Construction 14,300,000 ‐ 14,300,000 14,367,660 329 ‐ 14,367,331 ‐ 14,299,671 Public Safety Complex, Phase 2‐FFE 1,275,000 ‐ 1,275,000 1,342,660 ‐ ‐ 1,342,660 ‐ 1,275,000 Total Facility Projects 33,638,906$ 1,792,953$ 18,571,720$ 20,341,021$ 1,169,616$ 1,462,717$ 17,708,688$ 14,529,009$ 16,477,564$ Transfer Out ‐ ‐ ‐ ‐ 422,529 ‐ ‐ ‐ ‐ Total Expenditures 105,691,929$ 18,677,628$ 47,753,767$ 62,938,794$ 14,969,188$ 8,243,841$ 40,148,294$ 43,533,679$ 39,121,696$ REVENUE OVER (UNDER) EXPENDITURES(11,858,794)$ 3,926,953$ Beginning Fund Balance October 121,346,095 21,346,095 Ending Fund Balance Current Month9,487,301$ 25,273,048$ 18Page 31Item 2. TOWN OF PROSPER, TEXASMONTHLY FINANCIAL REPORTMay 31, 2021CAPITAL PROJECTS FUND‐WATER/SEWERCurrent Year Current Year Current YearProjectProject Original Budget Amended Current Year Current Year Current Remaining Prior Year BudgetBudget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure BalanceREVENUESInterest Income ‐$ ‐$ ‐$ 22,087$ Bond Proceeds 1,000,000 ‐ 1,000,000 ‐ Transfers In‐ ‐ ‐ 30,312 Transfers In ‐ Impact Fee Funds‐ ‐ ‐ ‐ Transfers In ‐ Bond Funds ‐ ‐ ‐ 1,648,622 Total Revenues 1,000,000$ ‐$ 1,000,000$ 1,701,021$ EXPENDITURESLower Pressure Plane Pump Station Design 1,585,100 ‐ 526,676 526,676 27,936 498,741 (0) 1,053,537 4,887 Fishtrap EST (South) 6,433,700 1,228,834 738,535 1,228,834 550,611 209,944 468,279 5,666,708 6,437 Water Supply Line Phase I 12,176,852 ‐ 134,739 134,739 11,300 123,439 (0) 11,925,074 117,039 Custer Rd Meter Station/Water Line Relocation 3,866,832 3,550,327 ‐ 3,550,327 2,752,711 765,017 32,598 316,505 32,598 Church/Parvin WW Reconstruction 100,000 7,300 10,905 18,205 3,605 7,300 7,300 89,095 (0) E‐W Collector (Cook‐DNT) 695,775 319,396 ‐ 319,396 ‐ 205,015 114,382 347,609 143,152 Broadway (Parvin‐Craig) 150,000 150,000 ‐ 150,000 ‐ ‐ 150,000 ‐ 150,000 Total Water & Wastewater Projects 25,008,259$ 5,255,858$ 1,410,855$ 5,928,178$ 3,346,162$ 1,809,456$ 772,559$ 19,398,528$ 454,113$ Old Town Drainage 715,000 307,718 271,200 578,918 22,135 306,715 250,067 286,060 100,090 Coleman Rd Drainage 400,000 400,000 ‐ 400,000 ‐ ‐ 400,000 ‐ 400,000 Old Town Regional Pond #2 385,000 385,000 ‐ 385,000 ‐ 48,323 336,677 ‐ 336,677 Old Town Drainage Broadway Design & Construction 641,686 1,761 299,211 352,117 222,650 127,706 1,761 265,095 26,235 Total Drainage Projects 2,141,686$ 1,094,479$ 570,411$ 1,716,035$ 244,785$ 482,744$ 988,505$ 551,155$ 863,002$ Transfer out ‐ ‐ ‐ ‐ ‐ ‐ ‐ Total Expenses 27,149,945$ 6,350,336$ 1,981,266$ 7,644,212$ 3,590,948$ 2,292,200$ 1,761,064$ 19,949,683$ 1,317,114$ (6,644,212)$ (1,889,926)$ Beginning Working Capital October 121,545,196 21,545,196 Ending Working Capital Current Month14,900,984$ 19,655,270$ 19Page 32Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Fund number: 100 GENERAL 100‐4035‐10‐00 3% Construction Fee (300,000.00) (300,000.00) (1,030,573.10) (39,043.39) 343.52 730,573.10 100‐4061‐10‐00 Notary Fees (175.00) (175.00) (210.00) (5.00) 120.00 35.00 Subtotal object ‐ 04 (300,175.00) (300,175.00) (1,030,783.10) (39,048.39) 343.39 730,608.10 100‐4105‐10‐00 Property Taxes ‐Delinquent (150,000.00) (150,000.00) (168,124.17) (5.49) 112.08 18,124.17 100‐4110‐10‐00 Property Taxes ‐Current (18,011,167.00) (18,011,167.00) (18,183,774.13) (187,418.43) 100.96 172,607.13 100‐4111‐10‐00 VIT Motor Vehicle Tax (10,000.00) (10,000.00) (1,443.45) 14.44 (8,556.55) 100‐4115‐10‐00 Taxes ‐Penalties (75,000.00) (75,000.00) (73,073.78) (3,714.60) 97.43 (1,926.22) 100‐4120‐10‐00 Sales Taxes (5,733,141.00) (5,733,141.00) (4,914,896.01) (785,655.40) 85.73 (818,244.99) 100‐4130‐10‐00 Sales Tax‐Mixed Beverage (60,000.00) (60,000.00) (55,516.59) (9,710.70) 92.53 (4,483.41) 100‐4140‐10‐00 Franchise Taxes ‐ Electric (930,800.00) (930,800.00) (366,145.80) (131,333.44) 39.34 (564,654.20) 100‐4150‐10‐00 Franchise Taxes ‐ Telephone (130,000.00) (130,000.00) (12,655.84) (2,698.88) 9.74 (117,344.16) 100‐4160‐10‐00 Franchise Taxes ‐ Gas (165,000.00) (165,000.00) (177,186.11) 107.39 12,186.11 100‐4170‐10‐00 Franchise Taxes ‐ Road Usage (140,000.00) (140,000.00) (106,707.05) (32,154.77) 76.22 (33,292.95) 100‐4185‐10‐00 Franchise Fee ‐ W/S Fund (362,075.00) (362,075.00) (241,383.36) (30,172.92) 66.67 (120,691.64) 100‐4190‐10‐00 Franchise Fee‐Cable (65,000.00) (65,000.00) (31,472.25) (15,497.31) 48.42 (33,527.75) Subtotal object ‐ 04 (25,832,183.00) (25,832,183.00) (24,332,378.54) (1,198,361.94) 94.19 (1,499,804.46) 100‐4202‐10‐00 NTTA Tag Sales (150.00) (150.00) (35.00) 23.33 (115.00) 100‐4203‐10‐00 New Cingular Tower Lease (24,600.00) (24,600.00) (16,512.42) (2,101.25) 67.12 (8,087.58) 100‐4218‐10‐00 Administrative Fees‐EDC (15,000.00) (15,000.00) (10,000.00) (1,250.00) 66.67 (5,000.00) 100‐4230‐10‐00 Other Permits (2,000.00) (2,000.00) (1,500.00) 75.00 (500.00) Subtotal object ‐ 04 (41,750.00) (41,750.00) (28,047.42) (3,351.25) 67.18 (13,702.58) 100‐4610‐10‐00 Interest Income (85,000.00) (85,000.00) (97,870.15) (6,761.49) 115.14 12,870.15 Subtotal object ‐ 04 (85,000.00) (85,000.00) (97,870.15) (6,761.49) 115.14 12,870.15 100‐4910‐10‐00 Other Revenue (20,000.00) (20,000.00) (12,782.32) 63.91 (7,217.68) 100‐4920‐10‐00 Lease Proceeds (1.00) ‐ 1.00 100‐4995‐10‐00 Transfer In/Out (1,071,820.00) (1,071,820.00) (714,546.64) (89,318.33) 66.67 (357,273.36) Subtotal object ‐ 04 (1,091,820.00) (1,091,820.00) (727,329.96) (89,318.33) 66.62 (364,490.04) Program number: DEFAULT PROGRAM (27,350,928.00) (27,350,928.00) (26,216,409.17) (1,336,841.40) 95.85 (1,134,518.83) 100‐4410‐10‐07 Court Fines (400,000.00) (400,000.00) (173,115.81) (26,421.92) 43.28 (226,884.19) 100‐4425‐10‐07 Time Payment Fee Reimb (420.00) (45.00) ‐ 420.00 Subtotal object ‐ 04 (400,000.00) (400,000.00) (173,535.81) (26,466.92) 43.38 (226,464.19) Program number: 7 MUNICIPAL COURT (400,000.00) (400,000.00) (173,535.81) (26,466.92) 43.38 (226,464.19) 100‐4930‐10‐99 Insurance Proceeds (40,000.00) (40,000.00) ‐ (40,000.00) Subtotal object ‐ 04 (40,000.00) (40,000.00) ‐ (40,000.00) Program number: 99 NON‐DEPARTMENTAL (40,000.00) (40,000.00) ‐ (40,000.00) Department number: 10 ADMINISTRATION (27,790,928.00) (27,790,928.00) (26,389,944.98) (1,363,308.32) 94.96 (1,400,983.02) 100‐4230‐20‐01 Other Permits (500.00) (500.00) (225.00) (50.00) 45.00 (275.00) Subtotal object ‐ 04 (500.00) (500.00) (225.00) (50.00) 45.00 (275.00) 100‐4440‐20‐01 Accident Reports (1,200.00) (1,200.00) (993.00) (14.00) 82.75 (207.00) 100‐4450‐20‐01 Alarm Fee (55,000.00) (55,000.00) (44,226.06) (6,006.06) 80.41 (10,773.94) Subtotal object ‐ 04 (56,200.00) (56,200.00) (45,219.06) (6,020.06) 80.46 (10,980.94) 100‐4510‐20‐01 Grants (12,000.00) (100,000.00) (112,000.00) (3,521.46) (938.75) 3.14 (108,478.54) Subtotal object ‐ 04 (12,000.00) (100,000.00) (112,000.00) (3,521.46) (938.75) 3.14 (108,478.54) 100‐4910‐20‐01 Other Revenue (5,000.00) (5,000.00) (625.00) 12.50 (4,375.00) Subtotal object ‐ 04 (5,000.00) (5,000.00) (625.00) 12.50 (4,375.00) Program number: 1 OPERATIONS (73,700.00) (100,000.00) (173,700.00) (49,590.52) (7,008.81) 28.55 (124,109.48) Department number: 20 POLICE (73,700.00) (100,000.00) (173,700.00) (49,590.52) (7,008.81) 28.55 (124,109.48) 100‐4310‐30‐01 Charges for Services (817,000.00) (817,000.00) (343,666.43) (20,567.09) 42.06 (473,333.57) Subtotal object ‐ 04 (817,000.00) (817,000.00) (343,666.43) (20,567.09) 42.06 (473,333.57) 100‐4411‐30‐01 CC Fire Assoc (500.00) (500.00) (333.12) 66.62 (166.88) 20Page 33Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 04 (500.00) (500.00) (333.12) 66.62 (166.88) 100‐4510‐30‐01 Grants (400,672.00) (71,705.00) (472,377.00) (185,603.50) (2,815.50) 39.29 (286,773.50) Subtotal object ‐ 04 (400,672.00) (71,705.00) (472,377.00) (185,603.50) (2,815.50) 39.29 (286,773.50) Program number: 1 OPERATIONS (1,218,172.00) (71,705.00) (1,289,877.00) (529,603.05) (23,382.59) 41.06 (760,273.95) 100‐4315‐30‐05 Fire Review/Inspect Fees (100,000.00) (100,000.00) (91,425.00) (13,350.00) 91.43 (8,575.00) Subtotal object ‐ 04 (100,000.00) (100,000.00) (91,425.00) (13,350.00) 91.43 (8,575.00) Program number: 5 MARSHAL (100,000.00) (100,000.00) (91,425.00) (13,350.00) 91.43 (8,575.00) Department number: 30 FIRE (1,318,172.00) (71,705.00) (1,389,877.00) (621,028.05) (36,732.59) 44.68 (768,848.95) 100‐4017‐40‐01 Contractor Registration Fee (80,000.00) (80,000.00) (70,600.00) (4,700.00) 88.25 (9,400.00) 100‐4060‐40‐01 NSF Fees (25.00) ‐ 25.00 Subtotal object ‐ 04 (80,000.00) (80,000.00) (70,625.00) (4,700.00) 88.28 (9,375.00) 100‐4210‐40‐01 Building Permits (2,561,400.00) (1,552,642.00) (4,114,042.00) (3,798,427.66) (397,272.10) 92.33 (315,614.34) 100‐4230‐40‐01 Other Permits (200,000.00) (200,000.00) (203,742.50) (22,385.00) 101.87 3,742.50 100‐4240‐40‐01 Plumb/Elect/Mech Permits (45,000.00) (45,000.00) (40,312.50) (5,450.00) 89.58 (4,687.50) 100‐4242‐40‐01 Re‐inspection Fees (70,000.00) (70,000.00) (99,700.00) (12,325.00) 142.43 29,700.00 Subtotal object ‐ 04 (2,876,400.00) (1,552,642.00) (4,429,042.00) (4,142,182.66) (437,432.10) 93.52 (286,859.34) 100‐4910‐40‐01 Other Revenue (15,000.00) (15,000.00) (57,864.07) (6,336.79) 385.76 42,864.07 Subtotal object ‐ 04 (15,000.00) (15,000.00) (57,864.07) (6,336.79) 385.76 42,864.07 Program number: 1 INSPECTIONS (2,971,400.00) (1,552,642.00) (4,524,042.00) (4,270,671.73) (448,468.89) 94.40 (253,370.27) 100‐4211‐40‐02 Multi‐Family Registration (10,000.00) (10,000.00) (9,780.00) 97.80 (220.00) 100‐4245‐40‐02 Health Inspections (60,000.00) (60,000.00) (43,540.00) (7,950.00) 72.57 (16,460.00) Subtotal object ‐ 04 (70,000.00) (70,000.00) (53,320.00) (7,950.00) 76.17 (16,680.00) Program number: 2 CODE COMPLIANCE (70,000.00) (70,000.00) (53,320.00) (7,950.00) 76.17 (16,680.00) 100‐4207‐40‐03 Network Node Application Fee (4,000.00) ‐ 4,000.00 100‐4220‐40‐03 Zoning Application Fees (25,000.00) (25,000.00) (25,870.00) (4,150.00) 103.48 870.00 100‐4225‐40‐03 Development Application Fees (50,000.00) (50,000.00) (72,590.00) (12,185.00) 145.18 22,590.00 Subtotal object ‐ 04 (75,000.00) (75,000.00) (102,460.00) (16,335.00) 136.61 27,460.00 100‐4910‐40‐03 Other Revenue (5,000.00) (5,000.00) (300.00) 6.00 (4,700.00) Subtotal object ‐ 04 (5,000.00) (5,000.00) (300.00) 6.00 (4,700.00) Program number: 3 PLANNING (80,000.00) (80,000.00) (102,760.00) (16,335.00) 128.45 22,760.00 Department number: 40 DEVELOPMENT SERVICES (3,121,400.00) (1,552,642.00) (4,674,042.00) (4,426,751.73) (472,753.89) 94.71 (247,290.27) 100‐4002‐50‐01 Streets Study Review Fees (4,300.00) ‐ 4,300.00 Subtotal object ‐ 04 (4,300.00) ‐ 4,300.00 100‐4208‐50‐01 Network Node Annual User Fee (4,750.00) ‐ 4,750.00 100‐4209‐50‐01 Network Node Monthly User Fee (500.00) ‐ 500.00 Subtotal object ‐ 04 (5,250.00) ‐ 5,250.00 100‐4910‐50‐01 Other Revenue (15,000.00) (15,000.00) (20,700.00) 138.00 5,700.00 100‐4930‐50‐01 Insurance Claim Proceeds (4,671.26) ‐ 4,671.26 Subtotal object ‐ 04 (15,000.00) (15,000.00) (25,371.26) 169.14 10,371.26 Program number: 1 STREETS (15,000.00) (15,000.00) (34,921.26) 232.81 19,921.26 Department number: 50 PUBLIC WORKS (15,000.00) (15,000.00) (34,921.26) 232.81 19,921.26 100‐4056‐60‐00 Field Rental Fees (100,000.00) (100,000.00) (132,976.25) (30,555.00) 132.98 32,976.25 100‐4057‐60‐00 Pavilion User Fees (2,000.00) (2,000.00) (2,680.00) (490.00) 134.00 680.00 100‐4058‐60‐00 Park Program Fees (100,000.00) (100,000.00) (131,376.48) (46,163.75) 131.38 31,376.48 Subtotal object ‐ 04 (202,000.00) (202,000.00) (267,032.73) (77,208.75) 132.19 65,032.73 100‐4721‐60‐00 Prosper Christmas Donations (10,000.00) (10,000.00) (1,110.00) (5,600.00) 11.10 (8,890.00) Subtotal object ‐ 04 (10,000.00) (10,000.00) (1,110.00) (5,600.00) 11.10 (8,890.00) 100‐4910‐60‐00 Other Revenue (10,000.00) (10,000.00) (2,441.50) (200.00) 24.42 (7,558.50) 100‐4930‐60‐00 Insurance Proceeds (11,671.95) ‐ 11,671.95 Subtotal object ‐ 04 (10,000.00) (10,000.00) (14,113.45) (200.00) 141.14 4,113.45 Program number: DEFAULT PROGRAM (222,000.00) (222,000.00) (282,256.18) (83,008.75) 127.14 60,256.18 21Page 34Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐4063‐60‐05 Lost Fees (500.00) (500.00) (802.30) (94.86) 160.46 302.30 100‐4064‐60‐05 Printing/Copying Fees (500.00) (500.00) (924.82) (101.60) 184.96 424.82 100‐4066‐60‐05 Library Card Fees (3,000.00) (3,000.00) (5,800.00) (1,700.00) 193.33 2,800.00 Subtotal object ‐ 04 (4,000.00) (4,000.00) (7,527.12) (1,896.46) 188.18 3,527.12 100‐4510‐60‐05 Grants (2,000.00) (2,000.00) ‐ (2,000.00) Subtotal object ‐ 04 (2,000.00) (2,000.00) ‐ (2,000.00) 100‐4910‐60‐05 Other Revenue (11.01) (11.01) ‐ 11.01 Subtotal object ‐ 04 (11.01) (11.01) ‐ 11.01 Program number: 5 LIBRARY (6,000.00) (6,000.00) (7,538.13) (1,907.47) 125.64 1,538.13 Department number: 60 COMMUNITY SERVICES (228,000.00) (228,000.00) (289,794.31) (84,916.22) 127.10 61,794.31 100‐4305‐98‐01 Geotech and Material Testing (150,000.00) (150,000.00) ‐ (150,000.00) 100‐4312‐98‐01 Engineering Plan Review Fee (1,200.00) (1,200.00) (4,500.00) (900.00) 375.00 3,300.00 Subtotal object ‐ 04 (151,200.00) (151,200.00) (4,500.00) (900.00) 2.98 (146,700.00) Program number: 1 ENGINEERING (151,200.00) (151,200.00) (4,500.00) (900.00) 2.98 (146,700.00) Department number: 98 ENGINEERING (151,200.00) (151,200.00) (4,500.00) (900.00) 2.98 (146,700.00) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (32,698,400.00) (1,724,347.00) (34,422,747.00) (31,816,530.85) (1,965,619.83) 92.43 (2,606,216.15) Program number: 1 TOWN MANAGER 100‐5110‐10‐01 Salaries & Wages 423,654.00 423,654.00 270,603.91 33,889.26 63.87 153,050.09 100‐5140‐10‐01 Salaries ‐ Longevity Pay 585.00 585.00 160.00 27.35 425.00 100‐5142‐10‐01 Car Allowance 6,000.00 6,000.00 4,000.00 500.00 66.67 2,000.00 100‐5143‐10‐01 Cell Phone Allowance 2,520.00 2,520.00 1,440.00 180.00 57.14 1,080.00 100‐5145‐10‐01 Social Security Expense 18,994.00 18,994.00 14,557.92 2,029.39 76.65 4,436.08 100‐5150‐10‐01 Medicare Expense 6,276.00 6,276.00 3,798.09 474.61 60.52 2,477.91 100‐5155‐10‐01 SUTA Expense 324.00 324.00 432.00 133.33 (108.00) 100‐5160‐10‐01 Health Insurance 19,428.00 19,428.00 16,660.06 1,956.78 85.75 2,767.94 100‐5162‐10‐01 HSA Expense 1,500.00 1,500.00 ‐ 1,500.00 100‐5165‐10‐01 Dental Insurance 853.00 853.00 581.03 73.84 68.12 271.97 100‐5170‐10‐01 Life Insurance/AD&D 577.00 577.00 157.60 27.02 27.31 419.40 100‐5175‐10‐01 Liability (TML)/Workers' Comp 1,072.00 1,072.00 675.48 79.37 63.01 396.52 100‐5180‐10‐01 TMRS Expense 59,462.00 59,462.00 37,642.97 4,740.89 63.31 21,819.03 100‐5185‐10‐01 Long/Short Term Disability 821.00 821.00 471.14 62.60 57.39 349.86 100‐5186‐10‐01 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 725.00 115.00 60.42 475.00 Subtotal object ‐ 05 543,266.00 543,266.00 351,905.20 44,128.76 64.78 191,360.80 100‐5210‐10‐01 Office Supplies 450.00 450.00 83.58 18.57 366.42 100‐5220‐10‐01 Office Equipment 59.21 59.21 ‐ (59.21) 100‐5230‐10‐01 Dues,Fees,& Subscriptions 6,765.00 6,765.00 6,068.22 1,480.92 89.70 696.78 100‐5240‐10‐01 Postage and Delivery 20.00 20.00 104.82 524.10 (84.82) 100‐5280‐10‐01 Printing and Reproduction 150.00 150.00 ‐ 150.00 100‐5290‐10‐01 Other Charges and Services 2,000.00 2,000.00 1,387.68 207.99 69.38 612.32 Subtotal object ‐ 05 9,385.00 9,385.00 7,703.51 1,748.12 82.08 1,681.49 100‐5330‐10‐01 Copier Expense 1,400.00 1,400.00 246.05 17.58 1,153.95 Subtotal object ‐ 05 1,400.00 1,400.00 246.05 17.58 1,153.95 100‐5430‐10‐01 Legal Fees 120,000.00 120,000.00 78,129.90 16,378.46 65.11 41,870.10 100‐5480‐10‐01 Contracted Services 360.00 360.00 ‐ 360.00 Subtotal object ‐ 05 120,360.00 120,360.00 78,129.90 16,378.46 64.91 42,230.10 100‐5530‐10‐01 Travel 646.00 646.00 549.62 390.62 85.08 96.38 100‐5533‐10‐01 Mileage Expense 100.00 100.00 ‐ 100.00 100‐5536‐10‐01 Training/Seminars 4,470.00 4,470.00 2,610.00 25.00 58.39 1,860.00 Subtotal object ‐ 05 5,216.00 5,216.00 3,159.62 415.62 60.58 2,056.38 100‐5970‐10‐01 VERF Charges for Services 388.00 388.00 258.64 32.33 66.66 129.36 Subtotal object ‐ 05 388.00 388.00 258.64 32.33 66.66 129.36 22Page 35Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐7145‐10‐01 Transfer to VERF 388.00 (388.00) ‐ Subtotal object ‐ 07 388.00 (388.00) ‐ Program number: 1 TOWN MANAGER 680,015.00 680,015.00 441,402.92 62,703.29 64.91 238,612.08 Program number: 2 TOWN SECRETARY 100‐5110‐10‐02 Salaries & Wages 151,572.00 151,572.00 94,698.76 11,616.18 62.48 56,873.24 100‐5115‐10‐02 Salaries ‐ Overtime 2,000.00 2,000.00 ‐ 2,000.00 100‐5140‐10‐02 Salaries ‐ Longevity Pay 260.00 260.00 255.00 98.08 5.00 100‐5143‐10‐02 Cell Phone Allowance 565.00 60.00 ‐ (565.00) 100‐5145‐10‐02 Social Security Expense 9,538.00 9,538.00 5,576.26 680.92 58.46 3,961.74 100‐5150‐10‐02 Medicare Expense 2,231.00 2,231.00 1,304.15 159.25 58.46 926.85 100‐5155‐10‐02 SUTA Expense 486.00 486.00 346.77 24.45 71.35 139.23 100‐5160‐10‐02 Health Insurance 19,296.00 19,296.00 15,993.52 1,591.08 82.89 3,302.48 100‐5162‐10‐02 HSA Expense 3,000.00 3,000.00 ‐ 3,000.00 100‐5165‐10‐02 Dental Insurance 902.00 902.00 416.69 34.84 46.20 485.31 100‐5170‐10‐02 Life Insurance/AD&D 244.00 244.00 163.74 17.90 67.11 80.26 100‐5175‐10‐02 Liability (TML)/Workers' Comp 410.00 410.00 237.47 26.95 57.92 172.53 100‐5180‐10‐02 TMRS Expense 21,137.00 21,137.00 13,075.92 1,609.80 61.86 8,061.08 100‐5185‐10‐02 Long/Short Term Disability 246.00 246.00 164.42 19.18 66.84 81.58 100‐5186‐10‐02 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 819.58 100.00 68.30 380.42 100‐5193‐10‐02 Records Retention 1,700.00 1,700.00 ‐ 1,700.00 Subtotal object ‐ 05 214,222.00 214,222.00 133,617.28 15,940.55 62.37 80,604.72 100‐5210‐10‐02 Office Supplies 1,500.00 1,555.12 3,055.12 2,369.27 97.52 77.55 685.85 100‐5220‐10‐02 Office Equipment 3,545.00 3,545.00 177.22 38.09 5.00 3,367.78 100‐5230‐10‐02 Dues,Fees,& Subscriptions 625.00 675.00 1,300.00 896.75 68.98 403.25 100‐5240‐10‐02 Postage and Delivery 100.00 100.00 94.99 21.14 94.99 5.01 100‐5280‐10‐02 Printing and Reproduction 305.00 305.00 133.30 43.71 171.70 100‐5290‐10‐02 Other Charges and Services 31.22 ‐ (31.22) Subtotal object ‐ 05 6,075.00 2,230.12 8,305.12 3,702.75 156.75 44.58 4,602.37 100‐5310‐10‐02 Rental Expense 8,700.00 8,700.00 5,460.72 115.96 62.77 3,239.28 100‐5330‐10‐02 Copier Expense 900.00 900.00 247.79 27.53 652.21 Subtotal object ‐ 05 9,600.00 9,600.00 5,708.51 115.96 59.46 3,891.49 100‐5400‐10‐02 Uniform Expense 150.00 150.00 ‐ 150.00 100‐5419‐10‐02 IT Licenses 665.00 665.00 ‐ 665.00 100‐5430‐10‐02 Legal Fees 66,000.00 (4,000.00) 62,000.00 40,714.91 12,340.05 65.67 21,285.09 100‐5435‐10‐02 Legal Notices/Filings 8,800.00 200.00 9,000.00 7,899.65 794.53 87.77 1,100.35 100‐5460‐10‐02 Election Expense 31,945.00 31,945.00 16,524.27 214.43 14,105.40 51.73 1,315.33 100‐5480‐10‐02 Contracted Services 25,595.00 10,030.00 35,625.00 12,192.26 624.40 18,000.00 34.22 5,432.74 Subtotal object ‐ 05 133,155.00 6,230.00 139,385.00 77,331.09 13,973.41 32,105.40 55.48 29,948.51 100‐5520‐10‐02 Telephones 435.00 435.00 776.94 86.20 178.61 (341.94) 100‐5526‐10‐02 Data Network 113.97 ‐ (113.97) 100‐5530‐10‐02 Travel 300.00 300.00 ‐ 300.00 100‐5533‐10‐02 Mileage Expense 275.00 275.00 ‐ 275.00 100‐5536‐10‐02 Training/Seminars 1,600.00 1,600.00 (400.00) (25.00) 2,000.00 100‐5538‐10‐02 Council/Public Official Expnse 34,000.00 (5,705.00) 28,295.00 14,544.45 1,614.02 51.40 13,750.55 Subtotal object ‐ 05 36,610.00 (5,705.00) 30,905.00 15,035.36 1,700.22 48.65 15,869.64 100‐5600‐10‐02 Special Events 3,800.00 (1,200.00) 2,600.00 1,539.85 210.95 59.23 1,060.15 Subtotal object ‐ 05 3,800.00 (1,200.00) 2,600.00 1,539.85 210.95 59.23 1,060.15 Program number: 2 TOWN SECRETARY 403,462.00 1,555.12 405,017.12 236,934.84 32,097.84 32,105.40 58.50 135,976.88 Program number: 3 FINANCE 100‐5110‐10‐03 Salaries & Wages 532,679.00 532,679.00 332,152.60 41,010.09 62.36 200,526.40 100‐5115‐10‐03 Salaries ‐ Overtime 12.38 ‐ (12.38) 23Page 36Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5126‐10‐03 Salaries‐Vacation Buy‐Out 3,462.00 3,462.00 3,589.76 103.69 (127.76) 100‐5140‐10‐03 Salaries ‐ Longevity Pay 1,590.00 1,590.00 1,485.00 93.40 105.00 100‐5143‐10‐03 Cell Phone Allowance 3,480.00 3,480.00 1,840.00 230.00 52.87 1,640.00 100‐5145‐10‐03 Social Security Expense 33,556.00 33,556.00 19,563.76 2,366.96 58.30 13,992.24 100‐5150‐10‐03 Medicare Expense 7,848.00 7,848.00 4,575.36 553.55 58.30 3,272.64 100‐5155‐10‐03 SUTA Expense 1,134.00 1,134.00 1,109.69 97.86 24.31 100‐5160‐10‐03 Health Insurance 57,888.00 57,888.00 40,019.72 4,670.90 69.13 17,868.28 100‐5162‐10‐03 HSA Expense 3,000.00 3,000.00 ‐ 3,000.00 100‐5165‐10‐03 Dental Insurance 2,655.00 2,655.00 1,569.66 209.28 59.12 1,085.34 100‐5170‐10‐03 Life Insurance/AD&D 872.00 872.00 448.62 68.44 51.45 423.38 100‐5175‐10‐03 Liability (TML)/Workers' Comp 1,462.00 1,462.00 844.78 94.98 57.78 617.22 100‐5180‐10‐03 TMRS Expense 74,363.00 74,363.00 46,278.42 5,673.27 62.23 28,084.58 100‐5185‐10‐03 Long/Short Term Disability 1,013.00 1,013.00 590.11 77.90 58.25 422.89 100‐5186‐10‐03 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 1,550.00 280.00 129.17 (350.00) Subtotal object ‐ 05 726,202.00 726,202.00 455,629.86 55,235.37 62.74 270,572.14 100‐5210‐10‐03 Office Supplies 4,500.00 1,166.34 5,666.34 3,055.28 188.45 53.92 2,611.06 100‐5220‐10‐03 Office Equipment 1,000.00 1,000.00 ‐ 1,000.00 100‐5230‐10‐03 Dues,Fees,& Subscriptions 8,775.00 8,775.00 6,559.97 354.99 74.76 2,215.03 100‐5240‐10‐03 Postage and Delivery 2,250.00 2,250.00 1,418.86 194.75 63.06 831.14 100‐5280‐10‐03 Printing and Reproduction 2,000.00 2,000.00 1,266.25 63.31 733.75 100‐5290‐10‐03 Other Charges and Services 700.00 700.00 377.70 53.96 322.30 Subtotal object ‐ 05 19,225.00 1,166.34 20,391.34 12,678.06 738.19 62.17 7,713.28 100‐5330‐10‐03 Copier Expense 1,500.00 1,500.00 512.51 34.17 987.49 Subtotal object ‐ 05 1,500.00 1,500.00 512.51 34.17 987.49 100‐5400‐10‐03 Uniform Expense 495.00 495.00 424.25 85.71 70.75 100‐5410‐10‐03 Professional Services 4,080.00 4,080.00 7,444.13 182.45 (3,364.13) 100‐5412‐10‐03 Audit Fees 47,500.00 47,500.00 46,925.00 1,000.00 98.79 575.00 100‐5414‐10‐03 Appraisal/Tax Fees 203,300.00 203,300.00 135,729.52 36,065.50 51,000.52 66.76 16,569.96 100‐5418‐10‐03 IT Fees 88,540.00 88,540.00 38,366.53 19,208.00 43.33 50,173.47 100‐5419‐10‐03 IT Licenses 10,000.00 10,000.00 7,500.00 75.00 2,500.00 100‐5430‐10‐03 Legal Fees 8,000.00 8,000.00 4,481.60 703.00 56.02 3,518.40 100‐5435‐10‐03 Legal Notices/Filings 100.00 100.00 67.20 67.20 32.80 Subtotal object ‐ 05 362,015.00 362,015.00 240,938.23 56,976.50 51,000.52 66.56 70,076.25 100‐5526‐10‐03 Data Network 352.46 151.13 ‐ (352.46) 100‐5530‐10‐03 Travel 2,496.00 2,496.00 ‐ 2,496.00 100‐5533‐10‐03 Mileage Expense 3,130.00 3,130.00 ‐ 3,130.00 100‐5536‐10‐03 Training/Seminars 8,665.00 8,665.00 3,285.00 37.91 5,380.00 Subtotal object ‐ 05 14,291.00 14,291.00 3,637.46 151.13 25.45 10,653.54 100‐5970‐10‐03 VERF Charges for Services 213.00 213.00 142.00 17.75 66.67 71.00 Subtotal object ‐ 05 213.00 213.00 142.00 17.75 66.67 71.00 100‐7145‐10‐03 Transfer to VERF 213.00 (213.00) ‐ Subtotal object ‐ 07 213.00 (213.00) ‐ Program number: 3 FINANCE 1,123,446.00 1,166.34 1,124,612.34 713,538.12 113,118.94 51,000.52 63.45 360,073.70 Program number: 4 HUMAN RESOURCES100‐5110‐10‐04 Salaries & Wages 294,686.00 294,686.00 180,720.04 21,667.66 61.33 113,965.96 100‐5140‐10‐04 Salaries ‐ Longevity Pay 510.00 510.00 470.00 92.16 40.00 100‐5143‐10‐04 Cell Phone Allowance 1,020.00 1,020.00 680.00 85.00 66.67 340.00 100‐5145‐10‐04 Social Security Expense 18,366.00 18,366.00 10,990.45 1,296.82 59.84 7,375.55 100‐5150‐10‐04 Medicare Expense 4,296.00 4,296.00 2,570.34 303.28 59.83 1,725.66 100‐5155‐10‐04 SUTA Expense 810.00 810.00 708.81 34.05 87.51 101.19 100‐5160‐10‐04 Health Insurance 28,944.00 28,944.00 17,941.26 1,844.22 61.99 11,002.74 24Page 37Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5162‐10‐04 HSA Expense 3,000.00 3,000.00 ‐ 3,000.00 100‐5165‐10‐04 Dental Insurance 1,335.00 1,335.00 858.46 105.32 64.30 476.54 100‐5170‐10‐04 Life Insurance/AD&D 420.00 420.00 183.36 30.90 43.66 236.64 100‐5175‐10‐04 Liability (TML)/Workers' Comp 800.00 800.00 456.91 50.04 57.11 343.09 100‐5180‐10‐04 TMRS Expense 40,700.00 40,700.00 25,115.78 2,989.39 61.71 15,584.22 100‐5185‐10‐04 Long/Short Term Disability 476.00 476.00 290.75 37.14 61.08 185.25 100‐5186‐10‐04 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 713.28 89.16 59.44 486.72 100‐5191‐10‐04 Hiring Cost 25,000.00 25,000.00 16,431.96 573.42 10,167.88 65.73 (1,599.84) Subtotal object ‐ 05 421,563.00 421,563.00 258,131.40 29,106.40 10,167.88 61.23 153,263.72 100‐5210‐10‐04 Office Supplies 1,400.00 1,400.00 556.03 64.99 39.72 843.97 100‐5220‐10‐04 Office Equipment 1,500.00 1,500.00 ‐ 1,500.00 100‐5230‐10‐04 Dues,Fees,& Subscriptions 3,500.00 3,500.00 1,614.19 30.38 46.12 1,885.81 100‐5240‐10‐04 Postage and Delivery 500.00 500.00 10.02 1.53 2.00 489.98 100‐5280‐10‐04 Printing and Reproduction 500.00 500.00 ‐ 500.00 Subtotal object ‐ 05 7,400.00 7,400.00 2,180.24 96.90 29.46 5,219.76 100‐5330‐10‐04 Copier Expense 2,000.00 2,000.00 278.96 13.95 1,721.04 Subtotal object ‐ 05 2,000.00 2,000.00 278.96 13.95 1,721.04 100‐5410‐10‐04 Professional Services 10,000.00 10,000.00 3,677.50 36.78 6,322.50 100‐5430‐10‐04 Legal Fees 12,000.00 12,000.00 1,672.00 76.00 13.93 10,328.00 100‐5435‐10‐04 Legal Notices/Filings 150.00 150.00 53.20 35.47 96.80 100‐5480‐10‐04 Contracted Services 3,000.00 3,000.00 ‐ 3,000.00 Subtotal object ‐ 05 25,150.00 25,150.00 5,402.70 76.00 21.48 19,747.30 100‐5526‐10‐04 Data Network 480.00 480.00 265.93 113.97 55.40 214.07 100‐5530‐10‐04 Travel 1,100.00 1,100.00 ‐ 1,100.00 100‐5533‐10‐04 Mileage Expense 500.00 500.00 ‐ 500.00 100‐5536‐10‐04 Training/Seminars 18,000.00 18,000.00 5,570.00 1,170.00 30.94 12,430.00 Subtotal object ‐ 05 20,080.00 20,080.00 5,835.93 1,283.97 29.06 14,244.07 100‐5600‐10‐04 Special Events 12,500.00 12,500.00 2,729.21 21.83 9,770.79 Subtotal object ‐ 05 12,500.00 12,500.00 2,729.21 21.83 9,770.79 100‐5970‐10‐04 VERF Charges for Services 2,490.00 2,490.00 1,660.00 207.50 66.67 830.00 Subtotal object ‐ 05 2,490.00 2,490.00 1,660.00 207.50 66.67 830.00 100‐7145‐10‐04 Transfer to VERF 2,490.00 (2,490.00) ‐ Subtotal object ‐ 07 2,490.00 (2,490.00) ‐ Program number: 4 HUMAN RESOURCES 491,183.00 491,183.00 276,218.44 30,770.77 10,167.88 56.24 204,796.68 Program number: 5 INFORMATION TECHNOLOGY 100‐5110‐10‐05 Salaries & Wages 446,176.00 (4,915.00) 441,261.00 237,360.41 33,768.88 53.79 203,900.59 100‐5115‐10‐05 Salaries ‐ Overtime 5,360.00 5,360.00 4,750.02 1,586.56 88.62 609.98 100‐5140‐10‐05 Salaries ‐ Longevity Pay 650.00 650.00 650.00 100.00 100‐5143‐10‐05 Cell Phone Allowance 9,000.00 9,000.00 4,715.00 710.00 52.39 4,285.00 100‐5145‐10‐05 Social Security Expense 28,594.00 28,594.00 13,546.03 1,944.55 47.37 15,047.97 100‐5150‐10‐05 Medicare Expense 6,687.00 6,687.00 3,168.02 454.78 47.38 3,518.98 100‐5155‐10‐05 SUTA Expense 972.00 972.00 923.16 94.98 48.84 100‐5160‐10‐05 Health Insurance 58,284.00 58,284.00 38,623.84 5,311.78 66.27 19,660.16 100‐5162‐10‐05 HSA Expense 3,750.00 3,750.00 1,375.00 36.67 2,375.00 100‐5165‐10‐05 Dental Insurance 2,638.00 2,638.00 1,378.90 218.24 52.27 1,259.10 100‐5170‐10‐05 Life Insurance/AD&D 559.00 559.00 393.82 60.56 70.45 165.18 100‐5175‐10‐05 Liability (TML)/Workers' Comp 1,227.00 1,227.00 588.01 80.55 47.92 638.99 100‐5180‐10‐05 TMRS Expense 62,999.00 62,999.00 33,365.17 4,884.63 52.96 29,633.83 100‐5185‐10‐05 Long/Short Term Disability 862.00 862.00 421.36 64.18 48.88 440.64 100‐5186‐10‐05 WELLE‐Wellness Prog Reimb Empl 3,000.00 3,000.00 1,177.50 195.00 39.25 1,822.50 Subtotal object ‐ 05 630,758.00 (4,915.00) 625,843.00 342,436.24 49,279.71 54.72 283,406.76 25Page 38Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5210‐10‐05 Office Supplies 400.00 1,166.34 1,566.34 1,515.53 98.08 96.76 50.81 100‐5212‐10‐05 Building Supplies 100.00 100.00 392.70 18.99 392.70 (292.70) 100‐5220‐10‐05 Office Equipment 8,800.00 8,800.00 10,074.90 114.49 (1,274.90) 100‐5225‐10‐05 Computer Hardware 12,000.00 12,000.00 3,646.12 403.40 30.38 8,353.88 100‐5230‐10‐05 Dues,Fees,& Subscriptions 685.00 685.00 1,424.00 1,049.00 207.88 (739.00) 100‐5240‐10‐05 Postage and Delivery 100.00 100.00 ‐ 100.00 100‐5280‐10‐05 Printing and Reproduction 100.00 100.00 ‐ 100.00 100‐5290‐10‐05 Other Charges and Services 700.00 700.00 ‐ 700.00 Subtotal object ‐ 05 22,885.00 1,166.34 24,051.34 17,053.25 1,569.47 70.90 6,998.09 100‐5330‐10‐05 Copier Expense 36,000.00 36,000.00 26,305.11 6,593.04 6,562.68 73.07 3,132.21 100‐5350‐10‐05 Vehicle Expense 222.75 25.75 ‐ (222.75) Subtotal object ‐ 05 36,000.00 36,000.00 26,527.86 6,618.79 6,562.68 73.69 2,909.46 100‐5400‐10‐05 Uniform Expense 900.00 900.00 ‐ 900.00 100‐5418‐10‐05 IT Fees 38,640.00 38,640.00 31,518.50 (21,921.11) 12,434.00 81.57 (5,312.50) 100‐5419‐10‐05 IT Licenses 371,372.00 371,372.00 174,960.45 95,421.71 47.11 196,411.55 100‐5430‐10‐05 Legal Fees 1,600.00 1,600.00 1,007.00 62.94 593.00 100‐5435‐10‐05 Legal Notices/Filings 300.00 300.00 ‐ 300.00 100‐5480‐10‐05 Contracted Services 52,445.00 15,030.00 67,475.00 40,067.60 18,500.60 59.38 27,407.40 Subtotal object ‐ 05 465,257.00 15,030.00 480,287.00 247,553.55 92,001.20 12,434.00 51.54 220,299.45 100‐5520‐10‐05 Telephones 39,175.00 39,175.00 22,406.24 1,973.55 57.20 16,768.76 100‐5526‐10‐05 Data Network 27,656.00 27,656.00 11,550.45 3,651.43 41.77 16,105.55 100‐5530‐10‐05 Travel 1,320.00 1,320.00 ‐ 1,320.00 100‐5533‐10‐05 Mileage Expense 900.00 900.00 27.65 3.07 872.35 100‐5536‐10‐05 Training/Seminars 14,400.00 14,400.00 1,169.00 975.00 8.12 13,231.00 Subtotal object ‐ 05 83,451.00 83,451.00 35,153.34 6,599.98 42.13 48,297.66 100‐5620‐10‐05 Tools & Equipment 300.00 300.00 186.32 87.32 62.11 113.68 100‐5630‐10‐05 Safety Equipment 150.00 150.00 ‐ 150.00 Subtotal object ‐ 05 450.00 450.00 186.32 87.32 41.40 263.68 100‐5970‐10‐05 VERF Charges for Services 44,325.00 44,325.00 31,188.36 3,284.17 70.36 13,136.64 Subtotal object ‐ 05 44,325.00 44,325.00 31,188.36 3,284.17 70.36 13,136.64 100‐6125‐10‐05 Capital Expense‐Technology 30,000.00 (15,030.00) 14,970.00 ‐ 14,970.00 Subtotal object ‐ 06 30,000.00 (15,030.00) 14,970.00 ‐ 14,970.00 100‐7145‐10‐05 Transfer to VERF 39,410.00 (39,410.00) ‐ Subtotal object ‐ 07 39,410.00 (39,410.00) ‐ Program number: 5 INFORMATION TECHNOLOGY 1,308,211.00 1,166.34 1,309,377.34 700,098.92 159,440.64 18,996.68 53.47 590,281.74 Program number: 6 COMMUNICATIONS 100‐5110‐10‐06 Salaries & Wages 212,268.00 51,106.00 263,374.00 121,524.05 17,942.38 46.14 141,849.95 100‐5140‐10‐06 Salaries ‐ Longevity Pay 685.00 685.00 685.00 100.00 100‐5143‐10‐06 Cell Phone Allowance 1,020.00 1,020.00 595.00 85.00 58.33 425.00 100‐5145‐10‐06 Social Security Expense 13,267.00 13,267.00 7,564.42 1,111.13 57.02 5,702.58 100‐5150‐10‐06 Medicare Expense 3,103.00 3,103.00 1,769.09 259.85 57.01 1,333.91 100‐5155‐10‐06 SUTA Expense 486.00 486.00 331.75 29.29 68.26 154.25 100‐5160‐10‐06 Health Insurance 10,191.00 10,191.00 4,723.20 529.76 46.35 5,467.80 100‐5165‐10‐06 Dental Expense 432.00 432.00 247.05 32.40 57.19 184.95 100‐5170‐10‐06 Life Insurance/AD&D 307.00 307.00 162.47 22.44 52.92 144.53 100‐5175‐10‐06 Liability (TML)/Workers Comp 578.00 578.00 301.55 42.81 52.17 276.45 100‐5180‐10‐06 TMRS Expense 29,400.00 29,400.00 16,743.82 2,470.66 56.95 12,656.18 100‐5185‐10‐06 Long/Short Term Disability 353.00 353.00 212.28 30.62 60.14 140.72 100‐5186‐10‐06 WELLE‐Wellness Prog Reimb Empl 600.00 600.00 293.70 39.16 48.95 306.30 Subtotal object ‐ 05 272,690.00 51,106.00 323,796.00 155,153.38 22,595.50 47.92 168,642.62 100‐5210‐10‐06 Office Supplies 500.00 200.00 700.00 196.25 70.39 28.04 503.75 26Page 39Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5220‐10‐06 Office Equipment 5,045.00 14,720.00 19,765.00 148.42 12,423.56 0.75 7,193.02 100‐5230‐10‐06 Dues, Fees, & Subscriptions 3,143.00 3,143.00 1,203.00 450.00 38.28 1,940.00 100‐5240‐10‐06 Postage and Delivery 100.00 1,550.00 1,650.00 1,649.02 99.94 0.98 100‐5280‐10‐06 Printing and Reproduction 350.00 1,150.00 1,500.00 1,196.55 79.77 303.45 Subtotal object ‐ 05 9,138.00 17,620.00 26,758.00 4,393.24 520.39 12,423.56 16.42 9,941.20 100‐5330‐10‐06 Copier Expense 900.00 (600.00) 300.00 ‐ 300.00 Subtotal object ‐ 05 900.00 (600.00) 300.00 ‐ 300.00 100‐5400‐10‐06 Uniform Expense 150.00 150.00 ‐ 150.00 100‐5410‐10‐06 Professional Services 10,000.00 (3,000.00) 7,000.00 2,125.00 892.50 30.36 4,875.00 100‐5419‐10‐06 IT Licenses 165.00 165.00 330.00 ‐ 330.00 100‐5430‐10‐06 Legal Fees 3,000.00 (1,500.00) 1,500.00 ‐ 1,500.00 100‐5480‐10‐06 Contract Services 1,890.00 1,890.00 1,890.00 100.00 Subtotal object ‐ 05 13,315.00 (2,445.00) 10,870.00 4,015.00 892.50 36.94 6,855.00 100‐5520‐10‐06 Telephones 435.00 435.00 ‐ 435.00 100‐5526‐10‐06 Data Network 460.00 460.00 151.96 113.97 33.04 308.04 100‐5530‐10‐06 Travel 1,420.00 (120.00) 1,300.00 ‐ 1,300.00 100‐5533‐10‐06 Mileage Expense 575.00 (475.00) 100.00 ‐ 100.00 100‐5536‐10‐06 Training/Seminars 1,600.00 (300.00) 1,300.00 190.00 10.00 14.62 1,110.00 Subtotal object ‐ 05 4,490.00 (895.00) 3,595.00 341.96 123.97 9.51 3,253.04 100‐5600‐10‐06 Special Events 4,898.00 (2,195.00) 2,703.00 ‐ 2,703.00 Subtotal object ‐ 05 4,898.00 (2,195.00) 2,703.00 ‐ 2,703.00 Program number: 6 COMMUNICATIONS 305,431.00 62,591.00 368,022.00 163,903.58 24,132.36 12,423.56 44.54 191,694.86 Program number: 7 MUNICIPAL COURT 100‐5110‐10‐07 Salaries & Wages 208,911.00 208,911.00 142,949.45 15,514.65 68.43 65,961.55 100‐5115‐10‐07 Salaries ‐ Overtime 270.00 270.00 ‐ 270.00 100‐5126‐10‐07 Salaries‐Vacation Buy‐Out 3,885.00 3,885.00 1,942.41 50.00 1,942.59 100‐5140‐10‐07 Salaries ‐ Longevity Pay 690.00 690.00 585.00 84.78 105.00 100‐5143‐10‐07 Cell Phone Allowance 480.00 60.00 ‐ (480.00) 100‐5145‐10‐07 Social Security Expense 13,298.00 13,298.00 8,780.97 933.34 66.03 4,517.03 100‐5150‐10‐07 Medicare Expense 3,110.00 3,110.00 2,053.62 218.29 66.03 1,056.38 100‐5155‐10‐07 SUTA Expense 648.00 648.00 576.00 88.89 72.00 100‐5160‐10‐07 Health Insurance 28,944.00 28,944.00 11,726.04 1,930.56 40.51 17,217.96 100‐5162‐10‐07 HSA Expense 1,500.00 1,500.00 687.50 45.83 812.50 100‐5165‐10‐07 Dental Insurance 1,342.00 1,342.00 715.89 122.81 53.35 626.11 100‐5170‐10‐07 Life Insurance/AD&D 338.00 338.00 192.29 28.14 56.89 145.71 100‐5175‐10‐07 Liability (TML)/Workers' Comp 1,190.00 1,190.00 1,020.78 112.52 85.78 169.22 100‐5180‐10‐07 TMRS Expense 29,469.00 29,469.00 19,934.42 2,138.59 67.65 9,534.58 100‐5185‐10‐07 Long/Short Term Disability 348.00 348.00 205.54 22.89 59.06 142.46 100‐5186‐10‐07 WELLE‐Wellness Prog Reimb Empl 600.00 600.00 400.00 50.00 66.67 200.00 Subtotal object ‐ 05 294,543.00 294,543.00 192,249.91 21,131.79 65.27 102,293.09 100‐5210‐10‐07 Office Supplies 2,290.00 2,290.00 1,036.42 220.34 45.26 1,253.58 100‐5220‐10‐07 Office Equipment 1,513.00 1,513.00 1,512.30 ‐ 0.70 100‐5230‐10‐07 Dues,Fees,& Subscriptions 300.00 300.00 110.00 36.67 190.00 100‐5240‐10‐07 Postage and Delivery 3,800.00 3,800.00 1,248.91 171.47 32.87 2,551.09 100‐5250‐10‐07 Publications 100.00 100.00 ‐ 100.00 100‐5280‐10‐07 Printing and Reproduction 1,700.00 1,700.00 346.25 346.25 20.37 1,353.75 100‐5290‐10‐07 Other Charges and Services 350.00 350.00 ‐ 350.00 Subtotal object ‐ 05 8,540.00 1,513.00 10,053.00 2,741.58 738.06 1,512.30 27.27 5,799.12 100‐5310‐10‐07 Rental Expense 2,701.00 2,701.00 1,260.72 46.68 1,440.28 100‐5320‐10‐07 Repairs & Maintenance 2,380.00 2,380.00 ‐ 2,380.00 100‐5330‐10‐07 Copier Expense 1,850.00 1,850.00 296.09 16.01 1,553.91 27Page 40Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5350‐10‐07 VEHICLE EXPENSE 800.00 800.00 3,886.76 312.00 485.85 (3,086.76) 100‐5352‐10‐07 FUEL 600.00 600.00 133.25 22.21 466.75 100‐5353‐10‐07 OIL/GREASE/INSPECTIONS 300.00 300.00 ‐ 300.00 Subtotal object ‐ 05 6,251.00 2,380.00 8,631.00 5,576.82 312.00 64.61 3,054.18 100‐5410‐10‐07 Professional Services 3,500.00 3,500.00 1,650.00 300.00 47.14 1,850.00 100‐5418‐10‐07 IT Fees 3,800.00 3,800.00 3,483.38 91.67 316.62 100‐5419‐10‐07 IT Licenses 3,800.00 2,563.00 6,363.00 4,627.15 3,261.22 72.72 1,735.85 100‐5420‐10‐07 Municipal Court/Judge Fees 41,800.00 41,800.00 24,068.20 3,578.80 17,000.00 57.58 731.80 100‐5425‐10‐07 State Fines Expense 3,500.00 3,500.00 274.23 182.82 7.84 3,225.77 100‐5430‐10‐07 Legal Fees 45,000.00 (6,456.00) 38,544.00 20,204.00 4,731.00 52.42 18,340.00 Subtotal object ‐ 05 101,400.00 (3,893.00) 97,507.00 54,306.96 12,053.84 17,000.00 55.70 26,200.04 100‐5530‐10‐07 Travel 160.00 160.00 ‐ 160.00 100‐5533‐10‐07 Mileage Expense 800.00 800.00 ‐ 800.00 100‐5536‐10‐07 Training/Seminars 800.00 800.00 100.00 12.50 700.00 Subtotal object ‐ 05 1,760.00 1,760.00 100.00 5.68 1,660.00 100‐5970‐10‐07 VERF Charges for Services 769.00 769.00 512.64 64.08 66.66 256.36 Subtotal object ‐ 05 769.00 769.00 512.64 64.08 66.66 256.36 100‐7145‐10‐07 Transfer to VERF 769.00 (769.00) ‐ Subtotal object ‐ 07 769.00 (769.00) ‐ Program number: 7 MUNICIPAL COURT 413,263.00 413,263.00 255,487.91 34,299.77 18,512.30 61.82 139,262.79 Program number: 99 NON‐DEPARTMENTAL 100‐5110‐10‐99 Salaries & Wages (343,886.00) (343,886.00) ‐ (343,886.00) 100‐5176‐10‐99 TML Prop. & Liab. Insurance 276,000.00 276,000.00 284,393.55 103.04 (8,393.55) Subtotal object ‐ 05 (67,886.00) (67,886.00) 284,393.55 (352,279.55) 100‐5210‐10‐99 OFFICE SUPPLIES 1,000.00 1,000.00 ‐ 1,000.00 100‐5230‐10‐99 DUES,FEES,& SUBSCRIPTIONS 1,300.00 1,300.00 200.00 15.39 1,100.00 100‐5270‐10‐99 Bank Charges 403.33 263.33 ‐ (403.33) Subtotal object ‐ 05 2,300.00 2,300.00 603.33 263.33 26.23 1,696.67 100‐5305‐10‐99 Chapt 380 Program Grant Exp 634,000.00 634,000.00 453,368.02 78,967.55 71.51 180,631.98 100‐5306‐10‐99 Developer Rollback Incentives 25,000.00 25,000.00 55,060.09 220.24 (30,060.09) 100‐5350‐10‐99 Vehicle Expense 1,872.00 1,872.00 27.40 41.99 1.46 1,844.60 100‐5352‐10‐99 Fuel 1,000.00 1,000.00 318.75 70.57 31.88 681.25 Subtotal object ‐ 05 661,872.00 661,872.00 508,774.26 79,080.11 76.87 153,097.74 100‐5410‐10‐99 Professional Services 81,000.00 952.43 81,952.43 50,476.40 15,061.18 69,511.25 61.59 (38,035.22) 100‐5415‐10‐99 Tuition Reimbursement 30,395.00 30,395.00 15,722.29 150.00 51.73 14,672.71 100‐5480‐10‐99 Contracted Services 36,000.00 19,300.00 55,300.00 40,300.00 13,800.00 15,000.00 72.88 Subtotal object ‐ 05 147,395.00 20,252.43 167,647.43 106,498.69 29,011.18 84,511.25 63.53 (23,362.51) 100‐5600‐10‐99 Special Events 11,000.00 11,000.00 7,078.74 64.35 3,921.26 Subtotal object ‐ 05 11,000.00 11,000.00 7,078.74 64.35 3,921.26 100‐5930‐10‐99 Damage Claims Expense 65,000.00 65,000.00 1,000.00 1.54 64,000.00 100‐5970‐10‐99 VERF Charges for Services 3,702.00 3,702.00 2,468.00 308.50 66.67 1,234.00 Subtotal object ‐ 05 65,000.00 3,702.00 68,702.00 3,468.00 308.50 5.05 65,234.00 100‐6110‐10‐99‐2104‐FC Downtown Silos 763,000.00 763,000.00 694,168.51 689,168.51 90.98 68,831.49 Subtotal object ‐ 06 763,000.00 763,000.00 694,168.51 689,168.51 90.98 68,831.49 100‐6610‐10‐99 Capital 90,000.00 90,000.00 ‐ 90,000.00 Subtotal object ‐ 06 90,000.00 90,000.00 ‐ 90,000.00 100‐7000‐10‐99 Contingency 50,000.00 6,275.00 56,275.00 40,968.00 3,448.00 3,400.00 72.80 11,907.00 Subtotal object ‐ 07 50,000.00 6,275.00 56,275.00 40,968.00 3,448.00 3,400.00 72.80 11,907.00 100‐7145‐10‐99 Transfer to VERF 3,702.00 (3,702.00) ‐ Subtotal object ‐ 07 3,702.00 (3,702.00) ‐ Program number: 99 NON‐DEPARTMENTAL 873,383.00 879,527.43 1,752,910.43 1,645,953.08 801,279.63 87,911.25 93.90 19,046.10 28Page 41Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Department number: 10 ADMINISTRATION 5,598,394.00 946,006.23 6,544,400.23 4,433,537.81 1,257,843.24 231,117.59 67.75 1,879,744.83 Program number: 1 OPERATIONS 100‐5110‐20‐01 Salaries & Wages 2,616,555.00 2,616,555.00 1,379,015.16 193,558.73 52.70 1,237,539.84 100‐5115‐20‐01 Salaries ‐ Overtime 229,166.00 229,166.00 101,846.17 11,042.06 44.44 127,319.83 100‐5126‐20‐01 Salaries‐Vacation Buy‐Out 15,188.00 15,188.00 8,603.46 56.65 6,584.54 100‐5127‐20‐01 Salaries‐Certification Pay 28,980.00 28,980.00 14,584.14 1,790.72 50.33 14,395.86 100‐5140‐20‐01 Salaries ‐ Longevity Pay 5,895.00 5,895.00 5,090.00 86.34 805.00 100‐5143‐20‐01 Cell Phone Allowance 3,000.00 3,000.00 2,000.00 250.00 66.67 1,000.00 100‐5145‐20‐01 Social Security Expense 179,909.00 179,909.00 89,646.62 12,416.58 49.83 90,262.38 100‐5150‐20‐01 Medicare Expense 42,075.00 42,075.00 21,519.48 2,903.87 51.15 20,555.52 100‐5155‐20‐01 SUTA Expense 5,184.00 5,184.00 4,653.64 89.77 530.36 100‐5160‐20‐01 Health Insurance 270,804.00 270,804.00 133,271.26 17,891.58 49.21 137,532.74 100‐5162‐20‐01 HSA Expense 10,500.00 10,500.00 ‐ 10,500.00 100‐5165‐20‐01 Dental Insurance 12,394.00 12,394.00 6,399.98 955.78 51.64 5,994.02 100‐5170‐20‐01 Life Insurance/AD&D 10,061.00 10,061.00 5,820.81 859.66 57.86 4,240.19 100‐5175‐20‐01 Liability (TML)/Workers' Comp 67,596.00 67,596.00 34,596.25 4,558.41 51.18 32,999.75 100‐5180‐20‐01 TMRS Expense 397,970.00 397,970.00 208,770.58 28,436.72 52.46 189,199.42 100‐5185‐20‐01 Long/Short Term Disability 5,059.00 5,059.00 2,337.60 355.12 46.21 2,721.40 100‐5186‐20‐01 WELLE‐Wellness Prog Reimb Empl 11,400.00 11,400.00 4,001.90 571.64 35.10 7,398.10 100‐5191‐20‐01 Hiring Cost 55.00 55.00 55.00 100.00 100‐5192‐20‐01 Physical & Psychological 1,750.00 1,750.00 1,600.00 91.43 150.00 Subtotal object ‐ 05 3,913,541.00 3,913,541.00 2,023,812.05 275,590.87 51.71 1,889,728.95 100‐5210‐20‐01 Office Supplies 18,335.00 18,335.00 1,750.84 365.77 9.55 16,584.16 100‐5214‐20‐01 Tactical Supplies 37,000.00 1,171.98 38,171.98 7,253.69 239.04 19.00 30,679.25 100‐5215‐20‐01 Ammunition 70,400.00 70,400.00 68,412.76 ‐ 1,987.24 100‐5220‐20‐01 Office Equipment 12,390.00 12,390.00 20,990.73 5,698.56 169.42 (14,299.29) 100‐5230‐20‐01 Dues,Fees,& Subscriptions 8,360.00 8,360.00 2,608.16 689.46 31.20 5,751.84 100‐5240‐20‐01 Postage and Delivery 1,500.00 1,500.00 1,208.10 100.45 80.54 291.90 100‐5250‐20‐01 Publications 226.03 ‐ (226.03) 100‐5265‐20‐01 Promotional Expense 500.00 500.00 ‐ 500.00 100‐5280‐20‐01 Printing and Reproduction 1,251.00 1,251.00 1,036.12 299.96 82.82 214.88 100‐5290‐20‐01 Other Charges and Services 2,500.00 2,500.00 761.51 30.75 30.46 1,738.49 Subtotal object ‐ 05 152,236.00 1,171.98 153,407.98 35,835.18 1,486.39 74,350.36 23.36 43,222.44 100‐5310‐20‐01 Rental Expense 3,000.00 3,000.00 2,748.82 350.77 91.63 251.18 100‐5320‐20‐01 Repairs & Maintenance 1,000.00 1,000.00 850.84 750.85 85.08 149.16 100‐5330‐20‐01 Copier Expense 2,000.00 2,000.00 1,004.44 50.22 995.56 100‐5340‐20‐01 Building Repairs 29.82 ‐ (29.82) 100‐5350‐20‐01 Vehicle Expense 91,700.00 (4,621.00) 87,079.00 51,906.68 7,509.13 59.61 35,172.32 100‐5352‐20‐01 Fuel 93,400.00 93,400.00 42,674.52 8,140.48 45.69 50,725.48 100‐5353‐20‐01 Oil/Grease/Inspections 1,050.00 1,050.00 ‐ 1,050.00 Subtotal object ‐ 05 192,150.00 (4,621.00) 187,529.00 99,215.12 16,751.23 52.91 88,313.88 100‐5400‐20‐01 Uniform Expense 62,848.00 62,848.00 40,207.08 4,132.67 63.98 22,640.92 100‐5410‐20‐01 Professional Services 2,500.00 2,500.00 5,535.05 870.19 221.40 (3,035.05) 100‐5418‐20‐01 IT Fees 9,738.00 9,738.00 ‐ 9,738.00 100‐5419‐20‐01 IT Licenses 24,690.00 24,690.00 626.58 2.54 24,063.42 100‐5430‐20‐01 Legal Fees 17,000.00 17,000.00 10,818.40 1,256.35 63.64 6,181.60 100‐5480‐20‐01 Contracted Services 21,484.00 21,484.00 40,366.21 187.89 (18,882.21) Subtotal object ‐ 05 138,260.00 138,260.00 97,553.32 6,259.21 70.56 40,706.68 100‐5520‐20‐01 Telephones 5,350.00 5,350.00 2,688.62 1,566.70 50.26 2,661.38 100‐5523‐20‐01 Water/Sewer Charges 82.74 ‐ (82.74) 100‐5526‐20‐01 Data Network 17,000.00 17,000.00 9,527.22 4,128.62 56.04 7,472.78 29Page 42Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5530‐20‐01 Travel 1,930.00 1,930.00 1,128.29 58.46 801.71 100‐5533‐20‐01 Mileage Expense 1,000.00 1,000.00 ‐ 1,000.00 100‐5536‐20‐01 Training/Seminars 63,125.00 63,125.00 23,989.06 5,903.08 38.00 39,135.94 Subtotal object ‐ 05 88,405.00 88,405.00 37,415.93 11,598.40 42.32 50,989.07 100‐5600‐20‐01 Special Events 5,000.00 5,000.00 ‐ 5,000.00 100‐5620‐20‐01 TOOLS & EQUIPMENT 71,742.00 (9,346.21) 62,395.79 33,005.22 1,483.13 7,829.64 52.90 21,560.93 100‐5630‐20‐01 Safety Equipment 5,000.00 5,000.00 2,667.14 53.34 2,332.86 Subtotal object ‐ 05 81,742.00 (9,346.21) 72,395.79 35,672.36 1,483.13 7,829.64 49.27 28,893.79 100‐5970‐20‐01 VERF Charges for Services 273,257.00 273,257.00 183,711.64 22,386.33 67.23 89,545.36 Subtotal object ‐ 05 273,257.00 273,257.00 183,711.64 22,386.33 67.23 89,545.36 100‐6140‐20‐01 Capital Expense‐Equipment 115,039.59 115,039.59 15,039.59 92,500.00 13.07 7,500.00 100‐6160‐20‐01 Capital Expense‐Vehicles 90,564.00 90,564.00 74,121.15 4,800.47 81.84 11,642.38 Subtotal object ‐ 06 90,564.00 115,039.59 205,603.59 89,160.74 97,300.47 43.37 19,142.38 100‐7145‐20‐01 Transfer to VERF 268,636.00 (268,636.00) ‐ Subtotal object ‐ 07 268,636.00 (268,636.00) ‐ Program number: 1 OPERATIONS 4,925,534.00 106,865.36 5,032,399.36 2,602,376.34 335,555.56 179,480.47 51.71 2,250,542.55 Program number: 5 911 COMMUNICATIONS100‐5110‐20‐05 Salaries & Wages 648,276.00 648,276.00 332,887.79 50,236.56 51.35 315,388.21 100‐5115‐20‐05 Salaries ‐ Overtime 10,545.00 10,545.00 26,876.91 2,584.36 254.88 (16,331.91) 100‐5126‐20‐05 Salaries‐Vacation Buy‐Out 4,051.00 4,051.00 793.92 19.60 3,257.08 100‐5127‐20‐05 Salaries‐Certification Pay 13,560.00 13,560.00 10,349.61 1,292.26 76.33 3,210.39 100‐5140‐20‐05 Salaries ‐ Longevity Pay 1,995.00 1,995.00 1,820.00 91.23 175.00 100‐5145‐20‐05 Social Security Expense 42,063.00 42,063.00 23,139.28 3,232.25 55.01 18,923.72 100‐5150‐20‐05 Medicare Expense 9,838.00 9,838.00 5,411.60 755.92 55.01 4,426.40 100‐5155‐20‐05 SUTA Expense 2,106.00 2,106.00 2,018.02 39.72 95.82 87.98 100‐5160‐20‐05 Health Insurance 106,392.00 106,392.00 55,188.56 6,996.88 51.87 51,203.44 100‐5162‐20‐05 HSA Expense 9,000.00 9,000.00 687.50 7.64 8,312.50 100‐5165‐20‐05 Dental Insurance 5,196.00 5,196.00 2,685.60 411.66 51.69 2,510.40 100‐5170‐20‐05 Life Insurance/AD&D 1,376.00 1,376.00 789.37 121.94 57.37 586.63 100‐5175‐20‐05 Liability (TML)/Workers' Comp 1,956.00 1,956.00 918.02 123.18 46.93 1,037.98 100‐5180‐20‐05 TMRS Expense 93,046.00 93,046.00 53,111.86 7,477.27 57.08 39,934.14 100‐5185‐20‐05 Long/Short Term Disability 1,232.00 1,232.00 589.21 93.64 47.83 642.79 100‐5186‐20‐05 WELLE‐Wellness Prog Reimb Empl 4,200.00 4,200.00 2,065.18 306.64 49.17 2,134.82 Subtotal object ‐ 05 954,832.00 954,832.00 519,332.43 73,672.28 54.39 435,499.57 100‐5210‐20‐05 Office Supplies 5,000.00 5,000.00 617.75 236.32 12.36 4,382.25 100‐5212‐20‐05 Building Supplies 500.00 500.00 1,310.80 37.72 262.16 (810.80) 100‐5220‐20‐05 Office Equipment 5,000.00 5,000.00 339.38 6.79 4,660.62 100‐5230‐20‐05 Dues,Fees,& Subscriptions 3,520.00 3,520.00 923.00 26.22 2,597.00 100‐5240‐20‐05 Postage and Delivery 100.00 100.00 ‐ 100.00 100‐5250‐20‐05 Publications 500.00 500.00 ‐ 500.00 100‐5280‐20‐05 Printing and Reproduction 1,000.00 1,000.00 ‐ 1,000.00 Subtotal object ‐ 05 15,620.00 15,620.00 3,190.93 274.04 20.43 12,429.07 100‐5330‐20‐05 Copier Expense 1,000.00 1,000.00 158.19 15.82 841.81 Subtotal object ‐ 05 1,000.00 1,000.00 158.19 15.82 841.81 100‐5400‐20‐05 Uniform Expense 2,790.00 2,790.00 334.22 53.54 11.98 2,455.78 100‐5415‐20‐05 Tuition Reimbursement (150.00) ‐ 100‐5419‐20‐05 IT Licenses 5,800.00 ‐ (5,800.00) 100‐5430‐20‐05 Legal Fees 1,000.00 1,000.00 ‐ 1,000.00 100‐5480‐20‐05 Contracted Services 73,613.00 17,049.14 90,662.14 80,159.51 274.41 88.42 10,502.63 Subtotal object ‐ 05 77,403.00 17,049.14 94,452.14 86,293.73 177.95 91.36 8,158.41 100‐5520‐20‐05 Telephones 1,632.00 1,632.00 1,202.78 534.21 73.70 429.22 30Page 43Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5524‐20‐05 Gas 436.84 57.91 ‐ (436.84) 100‐5526‐20‐05 Data Network 500.00 500.00 ‐ 500.00 100‐5530‐20‐05 Travel 1,600.00 1,600.00 ‐ 1,600.00 100‐5533‐20‐05 Mileage Expense 1,000.00 1,000.00 151.20 15.12 848.80 100‐5536‐20‐05 Training/Seminars 11,650.00 11,650.00 2,396.00 (30.00) 20.57 9,254.00 Subtotal object ‐ 05 16,382.00 16,382.00 4,186.82 562.12 25.56 12,195.18 100‐5600‐20‐05 Special Events 3,000.00 3,000.00 1,023.91 266.14 34.13 1,976.09 100‐5620‐20‐05 Tools & Equipment 149.90 ‐ (149.90) Subtotal object ‐ 05 3,000.00 3,000.00 1,173.81 266.14 39.13 1,826.19 100‐5970‐20‐05 VERF Charges for Services 3,713.00 3,713.00 2,475.36 309.42 66.67 1,237.64 Subtotal object ‐ 05 3,713.00 3,713.00 2,475.36 309.42 66.67 1,237.64 100‐6140‐20‐05 Capital Expense‐Equipment 20,634.00 20,634.00 20,634.00 100.00 Subtotal object ‐ 06 20,634.00 20,634.00 20,634.00 100.00 100‐7145‐20‐05 Transfer to VERF 3,713.00 (3,713.00) ‐ Subtotal object ‐ 07 3,713.00 (3,713.00) ‐ Program number: 5 911 COMMUNICATIONS 1,071,950.00 37,683.14 1,109,633.14 637,445.27 75,261.95 57.45 472,187.87 Department number: 20 POLICE 5,997,484.00 144,548.50 6,142,032.50 3,239,821.61 410,817.51 179,480.47 52.75 2,722,730.42 Program number: 1 OPERATIONS 100‐5110‐30‐01 Salaries & Wages 3,563,406.00 3,563,406.00 2,002,509.28 269,405.41 56.20 1,560,896.72 100‐5115‐30‐01 Salaries ‐ Overtime 587,168.00 587,168.00 393,327.37 55,565.43 66.99 193,840.63 100‐5116‐30‐01 Salaries ‐ FLSA Overtime 88,848.00 88,848.00 36,063.02 4,776.27 40.59 52,784.98 100‐5126‐30‐01 Salaries‐Vacation Buy‐Out 2,978.00 2,978.00 3,096.39 103.98 (118.39) 100‐5127‐30‐01 Salaries‐Certification Pay 49,620.00 49,620.00 34,033.27 4,080.16 68.59 15,586.73 100‐5140‐30‐01 Salaries ‐ Longevity Pay 14,595.00 14,595.00 13,940.00 95.51 655.00 100‐5143‐30‐01 Cell Phone Allowance 12,720.00 12,720.00 6,440.00 805.00 50.63 6,280.00 100‐5145‐30‐01 Social Security Expense 262,291.00 262,291.00 145,001.59 19,651.59 55.28 117,289.41 100‐5150‐30‐01 Medicare Expense 61,343.00 61,343.00 34,598.45 4,595.87 56.40 26,744.55 100‐5155‐30‐01 SUTA Expense 8,424.00 8,424.00 6,918.18 134.80 82.13 1,505.82 100‐5160‐30‐01 Health Insurance 338,076.00 338,076.00 254,842.63 30,584.46 75.38 83,233.37 100‐5162‐30‐01 HSA Expense 31,500.00 31,500.00 687.50 2.18 30,812.50 100‐5165‐30‐01 Dental Insurance 16,095.00 16,095.00 9,337.62 1,296.56 58.02 6,757.38 100‐5170‐30‐01 Life Insurance/AD&D 12,702.00 12,702.00 7,900.42 1,112.86 62.20 4,801.58 100‐5171‐30‐01 Life Insurance‐Supplemental 8,000.00 8,000.00 6,241.00 78.01 1,759.00 100‐5175‐30‐01 Liability (TML)/Workers' Comp 107,881.00 107,881.00 61,747.25 8,185.18 57.24 46,133.75 100‐5180‐30‐01 TMRS Expense 554,153.00 554,153.00 332,436.65 44,465.31 59.99 221,716.35 100‐5185‐30‐01 Long/Short Term Disability 6,519.00 6,519.00 3,278.62 478.52 50.29 3,240.38 100‐5186‐30‐01 WELLE‐Wellness Prog Reimb Empl 12,600.00 12,600.00 9,505.90 1,403.28 75.44 3,094.10 100‐5194‐30‐01 FD Annual Phy & Screening 32,905.00 32,905.00 25,580.00 25,302.00 1,770.00 77.74 5,555.00 Subtotal object ‐ 05 5,771,824.00 5,771,824.00 3,387,485.14 471,842.70 1,770.00 58.69 2,382,568.86 100‐5210‐30‐01 Office Supplies 7,800.00 7,800.00 5,010.60 372.67 64.24 2,789.40 100‐5212‐30‐01 Building Supplies 11,500.00 11,500.00 8,874.50 1,616.00 77.17 2,625.50 100‐5220‐30‐01 Office Equipment 11,945.00 (1,000.00) 10,945.00 5,220.99 247.16 47.70 5,724.01 100‐5230‐30‐01 Dues,Fees,& Subscriptions 16,400.00 16,400.00 7,587.91 831.88 46.27 8,812.09 100‐5240‐30‐01 Postage and Delivery 400.00 400.00 272.61 46.69 68.15 127.39 100‐5250‐30‐01 Publications 500.00 500.00 141.37 85.00 28.27 358.63 100‐5280‐30‐01 Printing and Reproduction 1,900.00 1,900.00 1,564.26 808.25 82.33 335.74 100‐5290‐30‐01 Other Charges and Services 4,500.00 (2,000.00) 2,500.00 713.66 130.55 28.55 1,786.34 Subtotal object ‐ 05 54,945.00 (3,000.00) 51,945.00 29,385.90 4,138.20 56.57 22,559.10 100‐5320‐30‐01 Repairs & Maintenance 32,000.00 (5,000.00) 27,000.00 15,528.88 10,963.33 57.51 11,471.12 100‐5330‐30‐01 Copier Expense 3,613.00 3,613.00 751.74 20.81 2,861.26 100‐5335‐30‐01 Radio/Video Equip. and Repairs 22,760.00 (18,058.55) 4,701.45 2,875.35 61.16 1,826.10 31Page 44Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5340‐30‐01 Building Repairs 45,000.00 45,000.00 22,218.93 3,169.34 49.38 22,781.07 100‐5350‐30‐01 Vehicle Expense 101,386.00 101,386.00 87,191.24 15,997.16 86.00 14,194.76 100‐5352‐30‐01 Fuel 38,500.00 38,500.00 23,916.24 3,849.25 62.12 14,583.76 100‐5353‐30‐01 Oil/Grease/Inspections 950.00 950.00 258.86 14.00 27.25 691.14 Subtotal object ‐ 05 244,209.00 (23,058.55) 221,150.45 152,741.24 33,993.08 69.07 68,409.21 100‐5400‐30‐01 Uniform Expense 56,500.00 56,500.00 29,733.99 9,681.95 10,656.70 52.63 16,109.31 100‐5419‐30‐01 IT Licenses 16,420.00 16,420.00 13,420.49 13,420.49 81.73 2,999.51 100‐5430‐30‐01 Legal Fees 4,000.00 4,000.00 703.00 76.00 17.58 3,297.00 100‐5440‐30‐01 EMS 141,920.04 (36,508.75) 105,411.29 71,943.71 24,497.33 15,063.20 68.25 18,404.38 100‐5445‐30‐01 Emergency Management 25,230.00 2,365.00 27,595.00 17,570.36 92.50 63.67 10,024.64 100‐5480‐30‐01 Contracted Services 74,000.00 74,000.00 66,570.80 1,469.41 5,500.00 89.96 1,929.20 Subtotal object ‐ 05 318,070.04 (34,143.75) 283,926.29 199,942.35 49,237.68 31,219.90 70.42 52,764.04 100‐5520‐30‐01 Telephones 2,292.00 2,292.00 1,451.92 637.09 63.35 840.08 100‐5523‐30‐01 Water/Sewer Charges 18,800.00 18,800.00 5,770.71 922.90 30.70 13,029.29 100‐5524‐30‐01 Gas 4,500.00 4,500.00 3,833.07 178.62 85.18 666.93 100‐5525‐30‐01 Electricity 38,500.00 38,500.00 16,424.80 2,206.68 42.66 22,075.20 100‐5526‐30‐01 Data Network 9,820.00 9,820.00 9,990.58 4,365.58 101.74 (170.58) 100‐5530‐30‐01 Travel 2,120.00 2,120.00 2,434.83 1,177.83 114.85 (314.83) 100‐5533‐30‐01 Mileage Expense 750.00 750.00 ‐ 750.00 100‐5536‐30‐01 Training/Seminars 45,586.24 45,586.24 18,846.47 275.94 9,000.00 41.34 17,739.77 Subtotal object ‐ 05 122,368.24 122,368.24 58,752.38 9,764.64 9,000.00 48.01 54,615.86 100‐5610‐30‐01 Fire Fighting Equipment 20,000.00 20,000.00 15,307.19 466.25 76.54 4,692.81 100‐5620‐30‐01 Tools & Equipment 1,000.00 1,000.00 935.70 93.57 64.30 100‐5630‐30‐01 Safety Equipment 72,434.00 10,000.00 82,434.00 49,931.62 17,766.82 27,368.11 60.57 5,134.27 Subtotal object ‐ 05 93,434.00 10,000.00 103,434.00 66,174.51 18,233.07 27,368.11 63.98 9,891.38 100‐5930‐30‐01 Damage Claims Expense 1,000.00 1,000.00 ‐ (1,000.00) 100‐5970‐30‐01 VERF Charges for Services 531,346.00 531,346.00 354,230.56 44,278.82 66.67 177,115.44 Subtotal object ‐ 05 531,346.00 531,346.00 355,230.56 45,278.82 66.86 176,115.44 100‐6110‐30‐01 Capital Expenditure 146,493.00 146,493.00 140,121.78 88,808.16 95.65 6,371.22 100‐6140‐30‐01 Capital Expense‐Equipment 121,252.30 121,252.30 53,912.30 67,340.00 44.46 100‐6160‐30‐01 Capital Expense‐Vehicles 68,435.00 655.00 69,090.00 2,695.54 66,359.50 3.90 34.96 Subtotal object ‐ 06 68,435.00 268,400.30 336,835.30 196,729.62 88,808.16 133,699.50 58.41 6,406.18 100‐7144‐30‐01 Transfer to Bond Fund 1,810,000.00 1,810,000.00 1,810,000.00 100.00 100‐7145‐30‐01 Transfer to VERF 531,346.00 (531,346.00) ‐ Subtotal object ‐ 07 531,346.00 1,278,654.00 1,810,000.00 1,810,000.00 100.00 Program number: 1 OPERATIONS 7,204,631.28 2,028,198.00 9,232,829.28 6,256,441.70 721,296.35 203,057.51 67.76 2,773,330.07 Program number: 5 MARSHAL 100‐5110‐30‐05 Salaries & Wages 296,961.00 296,961.00 180,896.87 24,102.40 60.92 116,064.13 100‐5115‐30‐05 Salaries ‐ Overtime 24,404.00 24,404.00 13,014.75 1,473.38 53.33 11,389.25 100‐5126‐30‐05 Salaries‐Vacation Buy‐Out 2,610.00 2,610.00 2,609.60 99.99 0.40 100‐5140‐30‐05 Salaries ‐ Longevity Pay 1,385.00 1,385.00 1,330.00 96.03 55.00 100‐5143‐30‐05 Cell Phone Allowance 3,060.00 3,060.00 2,040.00 255.00 66.67 1,020.00 100‐5145‐30‐05 Social Security Expense 20,362.00 20,362.00 11,466.20 1,476.13 56.31 8,895.80 100‐5150‐30‐05 Medicare Expense 4,763.00 4,763.00 2,681.61 345.22 56.30 2,081.39 100‐5155‐30‐05 SUTA Expense 648.00 648.00 516.05 79.64 131.95 100‐5160‐30‐05 Health Insurance 36,279.00 36,279.00 18,010.55 2,753.82 49.65 18,268.45 100‐5165‐30‐05 Dental Insurance 1,639.00 1,639.00 970.65 144.52 59.22 668.35 100‐5170‐30‐05 Life Insurance/AD&D 1,162.00 1,162.00 755.18 103.16 64.99 406.82 100‐5175‐30‐05 Liability (TML)/Workers' Comp 7,877.00 7,877.00 3,875.23 478.42 49.20 4,001.77 100‐5180‐30‐05 TMRS Expense 45,069.00 45,069.00 27,142.65 3,543.65 60.23 17,926.35 100‐5185‐30‐05 Long/Short Term Disability 565.00 565.00 324.16 45.80 57.37 240.84 32Page 45Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5186‐30‐05 WELLE‐Wellness Prog Reimb Empl 450.00 450.00 1,025.00 215.00 227.78 (575.00) 100‐5194‐30‐05 FD Annual Phy & Screening 1,678.00 1,678.00 1,425.00 1,425.00 84.92 253.00 Subtotal object ‐ 05 448,912.00 448,912.00 268,083.50 36,361.50 59.72 180,828.50 100‐5210‐30‐05 Office Supplies 350.00 350.00 110.25 31.50 239.75 100‐5215‐30‐05 Ammunition 1,250.00 1,250.00 1,196.38 1,196.38 95.71 53.62 100‐5220‐30‐05 Office Equipment 2,945.00 2,945.00 1,379.33 46.84 1,565.67 100‐5230‐30‐05 Dues,Fees,& Subscriptions 750.00 750.00 757.60 101.01 (7.60) 100‐5240‐30‐05 Postage and Delivery 100.00 100.00 ‐ 100.00 100‐5250‐30‐05 Publications 2,545.00 2,545.00 1,345.50 52.87 1,199.50 100‐5280‐30‐05 Printing and Reproduction 500.00 500.00 351.86 270.00 70.37 148.14 100‐5295‐30‐05 Public Education/Fire Prevent 7,500.00 7,500.00 54.26 0.72 7,445.74 Subtotal object ‐ 05 15,940.00 15,940.00 5,195.18 1,466.38 32.59 10,744.82 100‐5335‐30‐05 Radio/Video Equip. and Repairs 500.00 500.00 1,838.00 367.60 (1,338.00) 100‐5340‐30‐05 Building Repairs (285.00) ‐ 100‐5350‐30‐05 Vehicle Expense 3,000.00 3,000.00 1,206.73 99.41 40.22 1,793.27 100‐5352‐30‐05 Fuel 3,000.00 3,000.00 1,258.47 217.98 41.95 1,741.53 100‐5353‐30‐05 Oil/Grease/Inspections 500.00 500.00 ‐ 500.00 Subtotal object ‐ 05 7,000.00 7,000.00 4,303.20 32.39 61.47 2,696.80 100‐5400‐30‐05 Uniform Expense 3,500.00 3,500.00 2,068.13 1,652.42 59.09 1,431.87 100‐5419‐30‐05 IT Licenses 165.00 165.00 ‐ 165.00 100‐5430‐30‐05 Legal Fees 2,500.00 2,500.00 342.00 342.00 13.68 2,158.00 100‐5480‐30‐05 Contracted Services 2,650.00 2,650.00 ‐ 2,650.00 Subtotal object ‐ 05 8,815.00 8,815.00 2,410.13 1,994.42 27.34 6,404.87 100‐5526‐30‐05 Data Network 1,845.00 1,845.00 797.79 341.91 43.24 1,047.21 100‐5530‐30‐05 Travel 735.00 735.00 ‐ 735.00 100‐5536‐30‐05 Training/Seminars 5,950.00 5,950.00 1,386.45 100.00 23.30 4,563.55 Subtotal object ‐ 05 8,530.00 8,530.00 2,184.24 441.91 25.61 6,345.76 100‐5620‐30‐05 Tools & Equipment 500.00 500.00 ‐ 500.00 100‐5630‐30‐05 Safety Equipment 4,000.00 4,000.00 735.00 735.00 18.38 3,265.00 100‐5640‐30‐05 Signs & Hardware 350.00 350.00 ‐ 350.00 Subtotal object ‐ 05 4,850.00 4,850.00 735.00 735.00 15.16 4,115.00 100‐5970‐30‐05 VERF Charges for Services 14,787.00 14,787.00 9,858.00 1,232.25 66.67 4,929.00 Subtotal object ‐ 05 14,787.00 14,787.00 9,858.00 1,232.25 66.67 4,929.00 100‐7145‐30‐05 Transfer to VERF 14,787.00 (14,787.00) ‐ Subtotal object ‐ 07 14,787.00 (14,787.00) ‐ Program number: 5 MARSHAL 508,834.00 508,834.00 292,769.25 42,263.85 57.54 216,064.75 Department number: 30 FIRE 7,713,465.28 2,028,198.00 9,741,663.28 6,549,210.95 763,560.20 203,057.51 67.23 2,989,394.82 Program number: 1 INSPECTIONS 100‐5110‐40‐01 Salaries & Wages 1,002,143.00 70,264.00 1,072,407.00 592,337.75 82,546.83 55.23 480,069.25 100‐5115‐40‐01 Salaries ‐ Overtime 1,000.00 1,000.00 14,705.66 1,751.25 (13,705.66) 100‐5126‐40‐01 Salaries‐Vacation Buy‐Out 4,438.00 4,438.00 ‐ 4,438.00 100‐5140‐40‐01 Salaries ‐ Longevity Pay 3,370.00 3,370.00 2,965.00 87.98 405.00 100‐5143‐40‐01 Cell Phone Allowance 4,860.00 4,860.00 2,250.00 325.00 46.30 2,610.00 100‐5145‐40‐01 Social Security Expense 62,981.00 62,981.00 36,393.53 4,977.25 57.79 26,587.47 100‐5150‐40‐01 Medicare Expense 14,730.00 14,730.00 8,511.40 1,164.03 57.78 6,218.60 100‐5155‐40‐01 SUTA Expense 2,592.00 2,592.00 2,446.89 94.40 145.11 100‐5160‐40‐01 Health Insurance 135,072.00 135,072.00 69,577.17 8,188.72 51.51 65,494.83 100‐5162‐40‐01 HSA Expense 6,000.00 6,000.00 ‐ 6,000.00 100‐5165‐40‐01 Dental Insurance 6,534.00 6,534.00 3,576.04 476.08 54.73 2,957.96 100‐5170‐40‐01 Life Insurance/AD&D 1,801.00 1,801.00 1,120.91 150.08 62.24 680.09 100‐5175‐40‐01 Liability (TML)/Workers' Comp 4,899.00 4,899.00 3,573.37 441.90 72.94 1,325.63 33Page 46Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5180‐40‐01 TMRS Expense 139,573.00 139,573.00 84,627.35 11,619.31 60.63 54,945.65 100‐5185‐40‐01 Long/Short Term Disability 1,905.00 1,905.00 1,053.33 156.87 55.29 851.67 100‐5186‐40‐01 WELLE‐Wellness Prog Reimb Empl 3,000.00 3,000.00 2,206.10 267.48 73.54 793.90 Subtotal object ‐ 05 1,394,898.00 70,264.00 1,465,162.00 825,344.50 112,064.80 56.33 639,817.50 100‐5210‐40‐01 Office Supplies 5,000.00 (400.00) 4,600.00 3,539.10 587.19 76.94 1,060.90 100‐5220‐40‐01 Office Equipment 3,000.00 12,100.00 15,100.00 134.60 0.89 14,965.40 100‐5230‐40‐01 Dues,Fees,& Subscriptions 2,240.00 2,240.00 1,184.95 195.00 52.90 1,055.05 100‐5240‐40‐01 Postage and Delivery 25.00 25.00 2.52 10.08 22.48 100‐5250‐40‐01 Publications 3,000.00 3,000.00 1,286.27 42.88 1,713.73 100‐5280‐40‐01 Printing and Reproduction 1,000.00 1,000.00 544.47 117.38 54.45 455.53 100‐5290‐40‐01 Other Charges and Services 300.00 300.00 112.31 37.44 187.69 Subtotal object ‐ 05 14,565.00 11,700.00 26,265.00 6,804.22 899.57 25.91 19,460.78 100‐5330‐40‐01 Copier Expense 2,500.00 2,500.00 1,182.69 47.31 1,317.31 100‐5350‐40‐01 Vehicle Expense 10,371.00 10,371.00 4,302.56 549.22 41.49 6,068.44 100‐5352‐40‐01 Fuel 6,500.00 6,500.00 4,891.26 1,005.90 75.25 1,608.74 Subtotal object ‐ 05 19,371.00 19,371.00 10,376.51 1,555.12 53.57 8,994.49 100‐5400‐40‐01 Uniform Expense 3,000.00 3,000.00 2,132.99 71.10 867.01 100‐5410‐40‐01 Professional Services 274,000.00 603,160.00 877,160.00 242,845.41 16,946.02 106,314.59 27.69 528,000.00 100‐5418‐40‐01 IT Fees 431,466.00 52,500.00 483,966.00 53,511.70 427,918.00 11.06 2,536.30 100‐5419‐40‐01 IT Licenses 4,330.00 4,330.00 ‐ 4,330.00 100‐5430‐40‐01 Legal Fees 2,000.00 2,000.00 551.00 27.55 1,449.00 100‐5475‐40‐01 Credit Card Fees 15,000.00 15,000.00 43,997.21 7,270.03 293.32 (28,997.21) 100‐5480‐40‐01 Contracted Services 3,000.00 3,000.00 ‐ 3,000.00 Subtotal object ‐ 05 728,466.00 659,990.00 1,388,456.00 343,038.31 24,216.05 534,232.59 24.71 511,185.10 100‐5520‐40‐01 Telephones 650.00 650.00 477.73 209.15 73.50 172.27 100‐5526‐40‐01 Data Network 4,320.00 4,320.00 3,267.34 1,698.37 75.63 1,052.66 100‐5530‐40‐01 Travel 1,042.00 1,042.00 ‐ 1,042.00 100‐5533‐40‐01 Mileage Expense 1,283.00 1,283.00 ‐ 1,283.00 100‐5536‐40‐01 Training/Seminars 14,193.00 14,193.00 4,875.02 1,224.64 34.35 9,317.98 Subtotal object ‐ 05 21,488.00 21,488.00 8,620.09 3,132.16 40.12 12,867.91 100‐5620‐40‐01 Tools & Equipment 1,450.00 1,450.00 589.48 40.65 860.52 100‐5630‐40‐01 Safety Equipment 1,600.00 1,600.00 1,351.69 84.48 248.31 Subtotal object ‐ 05 3,050.00 3,050.00 1,941.17 63.65 1,108.83 100‐5970‐40‐01 VERF Charges for Services 29,351.00 29,351.00 19,567.36 2,445.92 66.67 9,783.64 Subtotal object ‐ 05 29,351.00 29,351.00 19,567.36 2,445.92 66.67 9,783.64 100‐7145‐40‐01 Transfer to VERF 29,351.00 (29,351.00) ‐ Subtotal object ‐ 07 29,351.00 (29,351.00) ‐ Program number: 1 INSPECTIONS 2,211,189.00 741,954.00 2,953,143.00 1,215,692.16 144,313.62 534,232.59 41.17 1,203,218.25 Program number: 2 CODE COMPLIANCE 100‐5110‐40‐02 Salaries & Wages 181,261.00 181,261.00 115,023.72 14,181.71 63.46 66,237.28 100‐5115‐40‐02 Salaries ‐ Overtime 760.00 760.00 41.95 5.52 718.05 100‐5126‐40‐02 Salaries‐Vacation Buy‐Out 1,059.60 ‐ (1,059.60) 100‐5140‐40‐02 Salaries ‐ Longevity Pay 665.00 665.00 690.00 103.76 (25.00) 100‐5143‐40‐02 Cell Phone Allowance 720.00 720.00 480.00 60.00 66.67 240.00 100‐5145‐40‐02 Social Security Expense 11,372.00 11,372.00 6,727.97 814.22 59.16 4,644.03 100‐5150‐40‐02 Medicare Expense 2,660.00 2,660.00 1,573.48 190.42 59.15 1,086.52 100‐5155‐40‐02 SUTA Expense 486.00 486.00 432.00 88.89 54.00 100‐5160‐40‐02 Health Insurance 28,944.00 28,944.00 15,533.60 2,002.32 53.67 13,410.40 100‐5162‐40‐02 HSA Expense 750.00 750.00 ‐ 750.00 100‐5165‐40‐02 Dental Insurance 1,292.00 1,292.00 804.72 103.74 62.29 487.28 100‐5170‐40‐02 Life Insurance/AD&D 338.00 338.00 215.74 28.14 63.83 122.26 34Page 47Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5175‐40‐02 Liability (TML)/Workers' Comp 1,115.00 1,115.00 542.84 59.34 48.69 572.16 100‐5180‐40‐02 TMRS Expense 25,200.00 25,200.00 16,049.94 1,964.38 63.69 9,150.06 100‐5185‐40‐02 Long/Short Term Disability 345.00 345.00 203.00 26.96 58.84 142.00 100‐5186‐40‐02 WELLE‐Wellness Prog Reimb Empl 600.00 600.00 675.00 115.00 112.50 (75.00) Subtotal object ‐ 05 256,508.00 256,508.00 160,053.56 19,546.23 62.40 96,454.44 100‐5210‐40‐02 Office Supplies 500.00 500.00 457.04 199.93 91.41 42.96 100‐5220‐40‐02 Office Equipment 500.00 500.00 444.87 88.97 55.13 100‐5230‐40‐02 Dues,Fees,& Subscriptions 1,095.00 1,095.00 628.00 436.00 57.35 467.00 100‐5240‐40‐02 Postage and Delivery 500.00 500.00 366.56 64.74 73.31 133.44 100‐5250‐40‐02 Publications 12.64 ‐ (12.64) 100‐5280‐40‐02 Printing and Reproduction 1,350.00 1,350.00 259.88 19.25 1,090.12 100‐5290‐40‐02 Other Charges and Services 51.54 ‐ (51.54) Subtotal object ‐ 05 3,945.00 3,945.00 2,220.53 700.67 56.29 1,724.47 100‐5330‐40‐02 Copier Expense 50.00 50.00 2.65 5.30 47.35 100‐5350‐40‐02 Vehicle Expense 2,867.00 2,867.00 1,026.67 120.67 35.81 1,840.33 100‐5352‐40‐02 Fuel 1,800.00 1,800.00 713.27 112.28 39.63 1,086.73 Subtotal object ‐ 05 4,717.00 4,717.00 1,742.59 232.95 36.94 2,974.41 100‐5400‐40‐02 Uniform Expense 600.00 600.00 397.96 66.33 202.04 100‐5418‐40‐02 IT Fees 440.00 440.00 ‐ 440.00 100‐5419‐40‐02 IT Licenses 1,000.00 1,000.00 ‐ 1,000.00 100‐5430‐40‐02 Legal Fees 1,750.00 1,750.00 15,945.32 898.00 911.16 (14,195.32) 100‐5435‐40‐02 Legal Notices/Filings 250.00 250.00 68.00 27.20 182.00 100‐5480‐40‐02 Contracted Services 125,137.00 125,137.00 66,727.75 22,559.25 32,054.25 53.32 26,355.00 Subtotal object ‐ 05 129,177.00 129,177.00 83,139.03 23,457.25 32,054.25 64.36 13,983.72 100‐5520‐40‐02 Telephones 1,368.00 1,368.00 410.40 242.30 30.00 957.60 100‐5526‐40‐02 Data Network 912.00 912.00 265.93 113.97 29.16 646.07 100‐5530‐40‐02 Travel 394.00 394.00 ‐ 394.00 100‐5533‐40‐02 Mileage Expense 620.00 620.00 ‐ 620.00 100‐5536‐40‐02 Training/Seminars 1,800.00 1,800.00 219.00 12.17 1,581.00 Subtotal object ‐ 05 5,094.00 5,094.00 895.33 356.27 17.58 4,198.67 100‐5600‐40‐02 Special Events 250.00 250.00 ‐ 250.00 100‐5620‐40‐02 Tools & Equipment 400.00 400.00 381.80 95.45 18.20 100‐5640‐40‐02 Signs & Hardware 200.00 700.00 900.00 889.62 98.85 10.38 Subtotal object ‐ 05 850.00 700.00 1,550.00 1,271.42 82.03 278.58 100‐5970‐40‐02 VERF Charges for Services 8,495.00 8,495.00 5,663.36 707.92 66.67 2,831.64 Subtotal object ‐ 05 8,495.00 8,495.00 5,663.36 707.92 66.67 2,831.64 100‐7145‐40‐02 Transfer to VERF 8,495.00 (8,495.00) ‐ Subtotal object ‐ 07 8,495.00 (8,495.00) ‐ Program number: 2 CODE COMPLIANCE 408,786.00 700.00 409,486.00 254,985.82 45,001.29 32,054.25 62.27 122,445.93 Program number: 3 PLANNING 100‐5110‐40‐03 Salaries & Wages 408,567.00 408,567.00 288,902.56 31,198.50 70.71 119,664.44 100‐5115‐40‐03 Salaries ‐ Overtime 2,000.00 2,000.00 976.76 138.12 48.84 1,023.24 100‐5126‐40‐03 Salaries‐Vacation Buy‐Out 5,935.00 5,935.00 4,910.16 82.73 1,024.84 100‐5140‐40‐03 Salaries ‐ Longevity Pay 1,980.00 1,980.00 2,205.00 111.36 (225.00) 100‐5143‐40‐03 Cell Phone Allowance 2,760.00 2,760.00 1,705.00 230.00 61.78 1,055.00 100‐5145‐40‐03 Social Security Expense 26,117.00 26,117.00 17,427.46 1,813.59 66.73 8,689.54 100‐5150‐40‐03 Medicare Expense 6,108.00 6,108.00 4,075.76 424.15 66.73 2,032.24 100‐5155‐40‐03 SUTA Expense 810.00 810.00 1,008.00 124.44 (198.00) 100‐5160‐40‐03 Health Insurance 48,240.00 48,240.00 38,231.52 4,300.30 79.25 10,008.48 100‐5162‐40‐03 HSA Expense 6,750.00 6,750.00 1,125.00 16.67 5,625.00 100‐5165‐40‐03 Dental Insurance 2,250.00 2,250.00 1,431.90 179.00 63.64 818.10 35Page 48Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5170‐40‐03 Life Insurance/AD&D 638.00 638.00 393.21 50.34 61.63 244.79 100‐5175‐40‐03 Liability (TML)/Workers' Comp 1,606.00 1,606.00 914.92 61.38 56.97 691.08 100‐5180‐40‐03 TMRS Expense 57,879.00 57,879.00 40,745.86 4,326.84 70.40 17,133.14 100‐5185‐40‐03 Long/Short Term Disability 777.00 777.00 506.98 59.28 65.25 270.02 100‐5186‐40‐03 WELLE‐Wellness Prog Reimb Empl 1,800.00 1,800.00 1,263.28 154.16 70.18 536.72 Subtotal object ‐ 05 574,217.00 574,217.00 405,823.37 42,935.66 70.67 168,393.63 100‐5210‐40‐03 Office Supplies 2,200.00 2,200.00 1,042.16 47.37 1,157.84 100‐5220‐40‐03 Office Equipment 1,000.00 1,000.00 ‐ 1,000.00 100‐5230‐40‐03 Dues,Fees,& Subscriptions 2,999.00 2,999.00 1,673.00 48.00 55.79 1,326.00 100‐5240‐40‐03 Postage and Delivery 550.00 550.00 127.53 17.85 23.19 422.47 100‐5250‐40‐03 Publications 150.00 150.00 ‐ 150.00 100‐5280‐40‐03 Printing and Reproduction 250.00 250.00 304.25 121.70 (54.25) 100‐5290‐40‐03 Other Charges and Services 46.25 ‐ (46.25) Subtotal object ‐ 05 7,149.00 7,149.00 3,193.19 65.85 44.67 3,955.81 100‐5330‐40‐03 Copier Expense 3,000.00 3,000.00 392.68 13.09 2,607.32 Subtotal object ‐ 05 3,000.00 3,000.00 392.68 13.09 2,607.32 100‐5400‐40‐03 Uniform Expense 750.00 750.00 302.92 40.39 447.08 100‐5410‐40‐03 Professional Services 112,800.00 95,000.00 207,800.00 109,823.49 16,911.00 52.85 81,065.51 100‐5418‐40‐03 IT Fees 5,075.00 5,075.00 ‐ 5,075.00 100‐5419‐40‐03 IT Licenses 8,497.00 8,497.00 11,773.10 138.56 (3,276.10) 100‐5430‐40‐03 Legal Fees 28,000.00 28,000.00 21,165.84 2,622.00 75.59 6,834.16 100‐5435‐40‐03 Legal Notices/Filings 2,000.00 2,000.00 3,526.00 176.30 (1,526.00) Subtotal object ‐ 05 157,122.00 95,000.00 252,122.00 146,591.35 2,622.00 16,911.00 58.14 88,619.65 100‐5526‐40‐03 Data Network 3,360.00 3,360.00 2,127.44 911.76 63.32 1,232.56 100‐5530‐40‐03 Travel 1,589.00 1,589.00 ‐ 1,589.00 100‐5533‐40‐03 Mileage Expense 280.00 280.00 ‐ 280.00 100‐5536‐40‐03 Training/Seminars 3,100.00 3,100.00 1,125.00 36.29 1,975.00 Subtotal object ‐ 05 8,329.00 8,329.00 3,252.44 911.76 39.05 5,076.56 100‐5970‐40‐03 VERF Charges for Services 1,512.00 1,512.00 1,008.00 126.00 66.67 504.00 Subtotal object ‐ 05 1,512.00 1,512.00 1,008.00 126.00 66.67 504.00 100‐7145‐40‐03 Transfer to VERF 1,512.00 (1,512.00) ‐ Subtotal object ‐ 07 1,512.00 (1,512.00) ‐ Program number: 3 PLANNING 751,329.00 95,000.00 846,329.00 560,261.03 46,661.27 16,911.00 66.20 269,156.97 Department number: 40 DEVELOPMENT SERVICES 3,371,304.00 837,654.00 4,208,958.00 2,030,939.01 235,976.18 583,197.84 48.25 1,594,821.15 Program number: 1 STREETS 100‐5524‐50‐00 Gas 62.97 62.97 ‐ (62.97) Subtotal object ‐ 05 62.97 62.97 ‐ (62.97) Program number: DEFAULT PROGRAM 62.97 62.97 ‐ (62.97) 100‐5110‐50‐01 Salaries & Wages 393,871.00 393,871.00 268,395.08 30,922.61 68.14 125,475.92 100‐5115‐50‐01 Salaries ‐ Overtime 15,763.00 15,763.00 9,071.74 456.32 57.55 6,691.26 100‐5140‐50‐01 Salaries ‐ Longevity Pay 2,485.00 2,485.00 2,355.00 94.77 130.00 100‐5145‐50‐01 Social Security Expense 25,490.00 25,490.00 16,123.62 1,789.32 63.26 9,366.38 100‐5150‐50‐01 Medicare Expense 5,962.00 5,962.00 3,770.83 418.46 63.25 2,191.17 100‐5155‐50‐01 SUTA Expense 972.00 972.00 1,152.00 118.52 (180.00) 100‐5160‐50‐01 Health Insurance 77,184.00 77,184.00 54,632.88 5,985.36 70.78 22,551.12 100‐5162‐50‐01 HSA Expense 6,750.00 6,750.00 ‐ 6,750.00 100‐5165‐50‐01 Dental Insurance 3,490.00 3,490.00 2,233.38 274.14 63.99 1,256.62 100‐5170‐50‐01 Life Insurance/AD&D 901.00 901.00 600.32 75.04 66.63 300.68 100‐5175‐50‐01 Liability (TML)/Workers' Comp 17,781.00 17,781.00 11,323.77 1,169.93 63.69 6,457.23 100‐5180‐50‐01 TMRS Expense 56,488.00 56,488.00 38,297.78 4,318.33 67.80 18,190.22 100‐5185‐50‐01 Long/Short Term Disability 749.00 749.00 453.74 56.07 60.58 295.26 36Page 49Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5186‐50‐01 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 550.00 50.00 45.83 650.00 Subtotal object ‐ 05 609,086.00 609,086.00 408,960.14 45,515.58 67.14 200,125.86 100‐5210‐50‐01 Office Supplies 660.00 660.00 121.38 121.38 18.39 538.62 100‐5220‐50‐01 Office Equipment 500.00 500.00 500.00 500.00 100.00 100‐5230‐50‐01 Dues,Fees,& Subscriptions 1,800.00 1,800.00 197.00 10.94 1,603.00 Subtotal object ‐ 05 2,960.00 2,960.00 818.38 621.38 27.65 2,141.62 100‐5310‐50‐01 Rental Expense 36,000.00 36,000.00 17,521.87 2,200.00 48.67 18,478.13 100‐5320‐50‐01 Repairs & Maintenance 500.00 500.00 ‐ 500.00 100‐5321‐50‐01 Signal Light Repairs 30,000.00 30,000.00 13,672.51 45.58 16,327.49 100‐5326‐50‐01 Street Light Repairs 3,561.50 ‐ (3,561.50) 100‐5340‐50‐01 Building Repairs 500.00 500.00 500.00 100.00 100‐5350‐50‐01 Vehicle Expense 13,440.00 13,440.00 8,650.35 595.12 64.36 4,789.65 100‐5351‐50‐01 Equipment Expense/Repair 8,000.00 8,000.00 2,161.61 1,527.22 27.02 5,838.39 100‐5352‐50‐01 Fuel 11,500.00 11,500.00 8,151.77 1,212.02 70.89 3,348.23 100‐5353‐50‐01 Oil/Grease/Inspections 600.00 600.00 227.99 40.00 38.00 372.01 Subtotal object ‐ 05 100,540.00 100,540.00 54,447.60 5,574.36 54.16 46,092.40 100‐5400‐50‐01 Uniform Expense 6,500.00 6,500.00 5,602.07 924.80 86.19 897.93 100‐5419‐50‐01 IT LICENSES 400.00 400.00 ‐ 400.00 100‐5430‐50‐01 Legal Fees 300.00 300.00 ‐ 300.00 100‐5480‐50‐01 Contracted Services 253,527.00 11,735.40 265,262.40 119,585.03 52,742.00 75,987.40 45.08 69,689.97 100‐5485‐50‐01 Contract Svcs ‐ Annual Street 1,250,000.00 1,250,000.00 93,758.00 33,300.00 52,065.00 7.50 1,104,177.00 Subtotal object ‐ 05 1,510,727.00 11,735.40 1,522,462.40 218,945.10 86,966.80 128,052.40 14.38 1,175,464.90 100‐5520‐50‐01 Telephones 2,500.00 2,500.00 1,722.64 751.08 68.91 777.36 100‐5523‐50‐01 Water/Sewer Charges 500.00 500.00 338.17 46.91 67.63 161.83 100‐5525‐50‐01 Electricity 2,500.00 2,500.00 1,500.00 250.00 60.00 1,000.00 100‐5526‐50‐01 Data Network 1,500.00 1,500.00 296.12 34.22 19.74 1,203.88 100‐5527‐50‐01 Electricity ‐ Street Lights 219,000.00 219,000.00 145,726.12 20,863.50 66.54 73,273.88 100‐5530‐50‐01 Travel 100.00 100.00 52.65 52.65 47.35 100‐5536‐50‐01 Training/Seminars 4,300.00 4,300.00 1,512.11 35.17 2,787.89 Subtotal object ‐ 05 230,400.00 230,400.00 151,147.81 21,945.71 65.60 79,252.19 100‐5620‐50‐01 Tools & Equipment 8,500.00 8,500.00 4,188.26 740.90 49.27 4,311.74 100‐5630‐50‐01 Safety Equipment 5,000.00 5,000.00 2,429.15 48.58 2,570.85 100‐5640‐50‐01 Signs & Hardware 48,000.00 48,000.00 30,152.34 5,769.50 6,645.45 62.82 11,202.21 100‐5650‐50‐01 Maintenance Materials 100,000.00 100,000.00 47,770.95 10,004.07 4,795.29 47.77 47,433.76 Subtotal object ‐ 05 161,500.00 161,500.00 84,540.70 16,514.47 11,440.74 52.35 65,518.56 100‐5930‐50‐01 Damage Claims Expense 6,106.76 ‐ (6,106.76) 100‐5970‐50‐01 VERF Charges for Services 50,315.00 50,315.00 33,543.36 4,192.92 66.67 16,771.64 Subtotal object ‐ 05 50,315.00 50,315.00 39,650.12 4,192.92 78.80 10,664.88 100‐6140‐50‐01 Capital Expense‐Equipment 26,000.00 26,000.00 26,527.15 7,708.50 102.03 (8,235.65) Subtotal object ‐ 06 26,000.00 26,000.00 26,527.15 7,708.50 102.03 (8,235.65) 100‐7145‐50‐01 Transfer to VERF 50,315.00 (50,315.00) ‐ Subtotal object ‐ 07 50,315.00 (50,315.00) ‐ Program number: 1 STREETS 2,691,528.00 11,735.40 2,703,263.40 985,037.00 181,331.22 147,201.64 36.44 1,571,024.76 Program number: 5 FACILITIES MANAGEMENT 100‐5212‐50‐05 Building Supplies 6,000.00 5,962.50 11,962.50 10,504.55 72.98 87.81 1,457.95 Subtotal object ‐ 05 6,000.00 5,962.50 11,962.50 10,504.55 72.98 87.81 1,457.95 100‐5340‐50‐05 Building Repairs 19,500.00 19,500.00 13,289.50 1,603.93 68.15 6,210.50 Subtotal object ‐ 05 19,500.00 19,500.00 13,289.50 1,603.93 68.15 6,210.50 100‐5480‐50‐05 Contracted Services 375,351.00 375,351.00 158,149.93 25,050.21 218,599.10 42.13 (1,398.03) Subtotal object ‐ 05 375,351.00 375,351.00 158,149.93 25,050.21 218,599.10 42.13 (1,398.03) 100‐5523‐50‐05 Water/Sewer Charges 20,000.00 20,000.00 11,526.51 1,030.11 57.63 8,473.49 37Page 50Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5524‐50‐05 Gas 2,804.83 232.39 ‐ (2,804.83) 100‐5525‐50‐05 Electricity 160,000.00 160,000.00 200,224.60 142,017.53 125.14 (40,224.60) Subtotal object ‐ 05 180,000.00 180,000.00 214,555.94 143,280.03 119.20 (34,555.94) Program number: 5 FACILITIES MANAGEMENT 580,851.00 5,962.50 586,813.50 396,499.92 170,007.15 218,599.10 67.57 (28,285.52) Department number: 50 PUBLIC WORKS 3,272,379.00 17,697.90 3,290,076.90 1,381,599.89 351,401.34 365,800.74 41.99 1,542,676.27 Program number: 1 PARKS ADMINISTRATION 100‐5110‐60‐01 Salaries & Wages 347,360.00 347,360.00 229,814.49 27,554.63 66.16 117,545.51 100‐5115‐60‐01 Salaries ‐ Overtime 500.00 500.00 2,733.53 109.55 546.71 (2,233.53) 100‐5126‐60‐01 Salaries‐Vacation Buy‐Out 3,633.00 3,633.00 1,763.29 48.54 1,869.71 100‐5140‐60‐01 Salaries ‐ Longevity Pay 1,090.00 1,090.00 1,080.00 99.08 10.00 100‐5143‐60‐01 Cell Phone Allowance 3,240.00 3,240.00 2,160.00 270.00 66.67 1,080.00 100‐5145‐60‐01 Social Security Expense 22,061.00 22,061.00 14,931.27 1,734.67 67.68 7,129.73 100‐5150‐60‐01 Medicare Expense 5,160.00 5,160.00 3,534.10 405.69 68.49 1,625.90 100‐5155‐60‐01 SUTA Expense 648.00 648.00 720.00 111.11 (72.00) 100‐5160‐60‐01 Health Insurance 38,592.00 38,592.00 28,677.86 3,100.08 74.31 9,914.14 100‐5162‐60‐01 HSA Expense 3,750.00 3,750.00 ‐ 3,750.00 100‐5165‐60‐01 Dental Insurance 1,759.00 1,759.00 1,107.04 136.22 62.94 651.96 100‐5170‐60‐01 Life Insurance/AD&D 451.00 451.00 261.44 41.80 57.97 189.56 100‐5175‐60‐01 Liability (TML)/Workers' Comp 960.00 960.00 2,474.03 272.75 257.71 (1,514.03) 100‐5180‐60‐01 TMRS Expense 48,890.00 48,890.00 32,279.94 3,820.76 66.03 16,610.06 100‐5185‐60‐01 Long/Short Term Disability 660.00 660.00 411.08 52.34 62.29 248.92 100‐5186‐60‐01 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 973.24 143.32 81.10 226.76 100‐5190‐60‐01 Contract Labor 45,000.00 45,000.00 22,197.00 2,079.00 49.33 22,803.00 Subtotal object ‐ 05 524,954.00 524,954.00 345,118.31 39,720.81 65.74 179,835.69 100‐5210‐60‐01 Office Supplies 2,000.00 2,000.00 604.22 30.21 1,395.78 100‐5212‐60‐01 Building Supplies 500.00 500.00 271.71 60.92 54.34 228.29 100‐5220‐60‐01 Office Equipment 1,500.00 1,500.00 58.98 3.93 1,441.02 100‐5230‐60‐01 Dues,Fees,& Subscriptions 2,700.00 2,700.00 1,339.14 560.00 49.60 1,360.86 100‐5240‐60‐01 Postage and Delivery 50.00 50.00 ‐ 50.00 100‐5280‐60‐01 Printing and Reproduction 300.00 300.00 22.37 22.37 7.46 277.63 Subtotal object ‐ 05 7,050.00 7,050.00 2,296.42 643.29 32.57 4,753.58 100‐5320‐60‐01 Repairs & Maintenance 15,500.00 15,500.00 959.00 6.19 14,541.00 100‐5330‐60‐01 Copier Expense 2,800.00 2,800.00 203.97 7.29 2,596.03 100‐5340‐60‐01 Building Repairs 34,660.00 34,660.00 22,250.00 17,150.00 64.20 12,410.00 100‐5350‐60‐01 Vehicle Expense 500.00 500.00 364.17 46.31 72.83 135.83 100‐5352‐60‐01 Fuel 525.00 525.00 121.15 23.08 403.85 100‐5353‐60‐01 Oil/Grease/Inspections 100.00 100.00 ‐ 100.00 Subtotal object ‐ 05 54,085.00 54,085.00 23,898.29 17,196.31 44.19 30,186.71 100‐5400‐60‐01 Uniform Expense 750.00 750.00 258.39 81.65 34.45 491.61 100‐5410‐60‐01 Professional Services 78,000.00 (67,715.00) 10,285.00 3,438.75 708.75 4,393.75 33.44 2,452.50 100‐5419‐60‐01 IT Licenses 1,050.00 1,050.00 ‐ 1,050.00 100‐5430‐60‐01 Legal Fees 7,500.00 7,500.00 2,185.00 361.00 29.13 5,315.00 100‐5435‐60‐01 Legal Notices/Filings 500.00 500.00 522.00 142.00 104.40 (22.00) 100‐5480‐60‐01 Contracted Services 35,200.00 35,200.00 15,180.00 1,880.00 43.13 20,020.00 Subtotal object ‐ 05 123,000.00 (67,715.00) 55,285.00 21,584.14 3,173.40 4,393.75 39.04 29,307.11 100‐5520‐60‐01 Telephones 331.16 190.41 ‐ (331.16) 100‐5523‐60‐01 Water/Sewer Charges 1,500.00 1,500.00 493.46 60.70 32.90 1,006.54 100‐5524‐60‐01 GAS 1,500.00 1,500.00 672.55 78.30 44.84 827.45 100‐5525‐60‐01 Electricity 5,900.00 5,900.00 1,598.02 140.95 27.09 4,301.98 100‐5526‐60‐01 Data Network 2,500.00 2,500.00 ‐ 2,500.00 100‐5530‐60‐01 Travel 1,415.00 1,415.00 ‐ 1,415.00 38Page 51Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5533‐60‐01 Mileage Expense 750.00 750.00 ‐ 750.00 100‐5536‐60‐01 Training/Seminars 3,700.00 3,700.00 1,852.43 533.43 50.07 1,847.57 Subtotal object ‐ 05 17,265.00 17,265.00 4,947.62 1,003.79 28.66 12,317.38 100‐5600‐60‐01 Special Events 49.99 ‐ (49.99) 100‐5601‐60‐01 Event ‐ Prosper Christmas 65,000.00 65,000.00 16,960.16 26.09 48,039.84 Subtotal object ‐ 05 65,000.00 65,000.00 17,010.15 26.17 47,989.85 100‐5970‐60‐01 VERF Charges for Services 5,486.00 5,486.00 3,657.36 457.17 66.67 1,828.64 Subtotal object ‐ 05 5,486.00 5,486.00 3,657.36 457.17 66.67 1,828.64 100‐6110‐60‐01 Capital Expenditure 195,000.00 (195,000.00) ‐ Subtotal object ‐ 06 195,000.00 (195,000.00) ‐ 100‐7144‐60‐01 Transfer to Bond Fund 270,000.00 270,000.00 270,000.00 100.00 100‐7145‐60‐01 Transfer to VERF 5,486.00 (5,486.00) ‐ Subtotal object ‐ 07 5,486.00 264,514.00 270,000.00 270,000.00 100.00 Program number: 1 PARKS ADMINISTRATION 991,840.00 7,285.00 999,125.00 688,512.29 62,194.77 4,393.75 68.91 306,218.96 Program number: 2 PARKS OPERATIONS 100‐5110‐60‐02 Salaries & Wages 972,099.00 972,099.00 638,763.96 75,183.73 65.71 333,335.04 100‐5115‐60‐02 Salaries ‐ Overtime 16,117.00 16,117.00 5,015.34 1,885.07 31.12 11,101.66 100‐5126‐60‐02 Salaries‐Vacation Buy‐Out 8,576.00 8,576.00 2,674.20 31.18 5,901.80 100‐5140‐60‐02 Salaries ‐ Longevity Pay 5,450.00 5,450.00 5,275.00 96.79 175.00 100‐5143‐60‐02 Cell Phone Allowance 10,320.00 10,320.00 7,780.00 980.00 75.39 2,540.00 100‐5145‐60‐02 Social Security Expense 62,779.00 62,779.00 37,965.03 4,461.36 60.47 24,813.97 100‐5150‐60‐02 Medicare Expense 14,683.00 14,683.00 8,878.90 1,043.41 60.47 5,804.10 100‐5155‐60‐02 SUTA Expense 3,402.00 3,402.00 3,285.14 96.57 116.86 100‐5160‐60‐02 Health Insurance 192,960.00 192,960.00 133,053.42 14,292.04 68.95 59,906.58 100‐5162‐60‐02 HSA Expense 19,500.00 19,500.00 ‐ 19,500.00 100‐5165‐60‐02 Dental Insurance 8,808.00 8,808.00 5,007.60 616.02 56.85 3,800.40 100‐5170‐60‐02 Life Insurance/AD&D 2,364.00 2,364.00 1,566.46 196.98 66.26 797.54 100‐5175‐60‐02 Liability (TML)/Workers' Comp 24,614.00 24,614.00 15,623.43 1,700.44 63.47 8,990.57 100‐5180‐60‐02 TMRS Expense 139,126.00 139,126.00 89,465.42 10,640.55 64.31 49,660.58 100‐5185‐60‐02 Long/Short Term Disability 1,847.00 1,847.00 1,111.46 141.17 60.18 735.54 100‐5186‐60‐02 WELLE‐Wellness Prog Reimb Empl 8,400.00 8,400.00 3,296.48 373.32 39.24 5,103.52 Subtotal object ‐ 05 1,491,045.00 1,491,045.00 958,761.84 111,514.09 64.30 532,283.16 100‐5210‐60‐02 Office Supplies 600.00 600.00 524.34 87.39 75.66 100‐5212‐60‐02 Building Supplies 21,900.00 21,900.00 2,879.30 13.15 19,020.70 100‐5213‐60‐02 Custodial Supplies 5,500.00 5,500.00 5,161.96 69.75 93.85 338.04 100‐5220‐60‐02 Office Equipment 1,800.00 1,800.00 174.62 9.70 1,625.38 100‐5230‐60‐02 Dues,Fees,& Subscriptions 3,640.00 3,640.00 1,428.52 39.25 2,211.48 100‐5240‐60‐02 Postage and Delivery 20.00 20.00 11.73 1.02 58.65 8.27 Subtotal object ‐ 05 33,460.00 33,460.00 10,180.47 70.77 30.43 23,279.53 100‐5310‐60‐02 Rental Expense 41,500.00 41,500.00 27,924.70 2,872.20 8,818.20 67.29 4,757.10 100‐5320‐60‐02 Repairs & Maintenance 72,410.00 72,410.00 27,986.68 3,209.88 3,900.00 38.65 40,523.32 100‐5322‐60‐02 Irrigation Repairs 10,200.00 10,200.00 14,734.47 6,624.08 144.46 (4,534.47) 100‐5323‐60‐02 Field Maintenance 51,500.00 51,500.00 41,895.76 4,465.72 12,175.00 81.35 (2,570.76) 100‐5324‐60‐02 Landscape Maintenance 15,000.00 15,000.00 14,110.33 1,692.83 94.07 889.67 100‐5330‐60‐02 Copier Expense 250.00 250.00 22.17 8.87 227.83 100‐5350‐60‐02 Vehicle Expense 8,000.00 8,000.00 8,457.54 999.87 105.72 (457.54) 100‐5351‐60‐02 Equipment Expense/Repair 4,000.00 4,000.00 3,042.36 1,253.49 76.06 957.64 100‐5352‐60‐02 Fuel 16,420.00 16,420.00 9,999.51 2,582.25 60.90 6,420.49 100‐5353‐60‐02 Oil/Grease/Inspections 1,950.00 1,950.00 1,327.11 83.95 68.06 622.89 100‐5355‐60‐02 Chemicals/Fertilizer 121,350.00 121,350.00 35,294.85 2,662.86 21,913.00 29.09 64,142.15 Subtotal object ‐ 05 342,580.00 342,580.00 184,795.48 26,447.13 46,806.20 53.94 110,978.32 39Page 52Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5400‐60‐02 Uniform Expense 13,435.00 13,435.00 9,366.12 3,487.55 69.71 4,068.88 100‐5480‐60‐02 Contracted Services 358,132.00 161,737.00 519,869.00 117,644.13 34,537.00 127,387.00 22.63 274,837.87 Subtotal object ‐ 05 371,567.00 161,737.00 533,304.00 127,010.25 38,024.55 127,387.00 23.82 278,906.75 100‐5520‐60‐02 Telephones 4,748.00 4,748.00 2,174.91 981.80 45.81 2,573.09 100‐5523‐60‐02 Water/Sewer Charges 179,788.00 179,788.00 61,278.36 4,122.88 34.08 118,509.64 100‐5525‐60‐02 Electricity 145,273.00 145,273.00 105,029.87 17,834.90 72.30 40,243.13 100‐5526‐60‐02 Data Network 525.00 525.00 104.97 19.99 420.03 100‐5530‐60‐02 Travel 810.00 810.00 27.98 3.45 782.02 100‐5533‐60‐02 Mileage Expense 300.00 300.00 ‐ 300.00 100‐5536‐60‐02 Training/Seminars 5,400.00 5,400.00 2,645.00 48.98 2,755.00 Subtotal object ‐ 05 336,844.00 336,844.00 171,261.09 22,939.58 50.84 165,582.91 100‐5600‐60‐02 Special Events 1,500.00 1,500.00 372.23 24.82 1,127.77 100‐5620‐60‐02 Tools & Equipment 4,350.00 4,350.00 1,689.93 24.98 38.85 2,660.07 100‐5630‐60‐02 Safety Equipment 4,725.00 4,725.00 4,477.51 476.19 94.76 247.49 100‐5640‐60‐02 Signs & Hardware 5,000.00 5,000.00 5,016.33 1,200.47 100.33 (16.33) Subtotal object ‐ 05 15,575.00 15,575.00 11,556.00 1,701.64 74.20 4,019.00 100‐5970‐60‐02 VERF Charges for Services 218,452.00 218,452.00 145,634.64 18,204.33 66.67 72,817.36 Subtotal object ‐ 05 218,452.00 218,452.00 145,634.64 18,204.33 66.67 72,817.36 100‐7145‐60‐02 Transfer to VERF 218,452.00 (218,452.00) ‐ Subtotal object ‐ 07 218,452.00 (218,452.00) ‐ Program number: 2 PARKS OPERATIONS 2,809,523.00 161,737.00 2,971,260.00 1,609,199.77 218,902.09 174,193.20 54.16 1,187,867.03 Program number: 3 RECREATION 100‐5110‐60‐03 Salaries & Wages 95,107.00 95,107.00 62,187.61 7,302.46 65.39 32,919.39 100‐5115‐60‐03 Salaries ‐ Overtime 69.65 ‐ (69.65) 100‐5140‐60‐03 Salaries ‐ Longevity Pay 210.00 210.00 200.00 95.24 10.00 100‐5143‐60‐03 CELL PHONE ALLOWANCE 240.00 40.00 ‐ (240.00) 100‐5145‐60‐03 Social Security Expense 5,910.00 5,910.00 3,832.84 445.63 64.85 2,077.16 100‐5150‐60‐03 Medicare Expense 1,383.00 1,383.00 896.39 104.21 64.82 486.61 100‐5155‐60‐03 SUTA Expense 324.00 324.00 288.00 88.89 36.00 100‐5160‐60‐03 Health Insurance 9,648.00 9,648.00 8,332.68 1,048.68 86.37 1,315.32 100‐5162‐60‐03 HSA Expense 750.00 750.00 ‐ 750.00 100‐5165‐60‐03 Dental Insurance 864.00 864.00 528.12 64.80 61.13 335.88 100‐5170‐60‐03 Life Insurance/AD&D 226.00 226.00 150.08 18.76 66.41 75.92 100‐5175‐60‐03 Liability (TML)/Workers' Comp 1,172.00 1,172.00 1,366.27 148.30 116.58 (194.27) 100‐5180‐60‐03 TMRS Expense 13,097.00 13,097.00 8,572.67 1,008.74 65.46 4,524.33 100‐5185‐60‐03 Long/Short Term Disability 181.00 181.00 111.26 13.88 61.47 69.74 100‐5186‐60‐03 WELLE‐Wellness Prog Reimb Empl 600.00 600.00 313.28 39.16 52.21 286.72 Subtotal object ‐ 05 129,472.00 129,472.00 87,088.85 10,234.62 67.27 42,383.15 100‐5220‐60‐03 Office Equipment 575.00 575.00 69.99 12.17 505.01 100‐5230‐60‐03 Dues,Fees,& Subscriptions 40.00 ‐ (40.00) 100‐5240‐60‐03 Postage and Delivery 3,700.00 3,700.00 1,993.40 53.88 1,706.60 100‐5260‐60‐03 Advertising 2,070.00 2,070.00 2,134.23 300.00 103.10 (64.23) 100‐5280‐60‐03 Printing and Reproduction 3,700.00 3,700.00 1,401.27 37.87 2,298.73 Subtotal object ‐ 05 10,045.00 10,045.00 5,638.89 300.00 56.14 4,406.11 100‐5475‐60‐03 Credit Card Fees 4,250.00 4,250.00 3,575.60 1,490.82 84.13 674.40 Subtotal object ‐ 05 4,250.00 4,250.00 3,575.60 1,490.82 84.13 674.40 100‐5600‐60‐03 Special Events 33,710.00 33,710.00 5,460.86 16.20 28,249.14 Subtotal object ‐ 05 33,710.00 33,710.00 5,460.86 16.20 28,249.14 100‐5995‐60‐03 Recreation Activities 84,000.00 84,000.00 43,679.35 13,531.66 52.00 40,320.65 Subtotal object ‐ 05 84,000.00 84,000.00 43,679.35 13,531.66 52.00 40,320.65 Program number: 3 RECREATION 261,477.00 261,477.00 145,443.55 25,557.10 55.62 116,033.45 40Page 53Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Program number: 5 LIBRARY 100‐5110‐60‐05 Salaries & Wages 352,561.00 352,561.00 213,430.05 25,916.03 60.54 139,130.95 100‐5126‐60‐05 Salaries‐Vacation Buy‐Out 4,589.00 4,589.00 2,294.43 50.00 2,294.57 100‐5140‐60‐05 Salaries ‐ Longevity Pay 820.00 820.00 625.00 76.22 195.00 100‐5145‐60‐05 Social Security Expense 22,195.00 22,195.00 13,033.82 1,532.35 58.72 9,161.18 100‐5150‐60‐05 Medicare Expense 5,191.00 5,191.00 3,048.21 358.36 58.72 2,142.79 100‐5155‐60‐05 SUTA Expense 2,430.00 2,430.00 1,367.40 151.64 56.27 1,062.60 100‐5160‐60‐05 Health Insurance 28,944.00 28,944.00 17,246.10 1,972.30 59.58 11,697.90 100‐5162‐60‐05 HSA EXPENSE 1,500.00 1,500.00 ‐ 1,500.00 100‐5165‐60‐05 Dental Insurance 1,304.00 1,304.00 799.92 97.20 61.34 504.08 100‐5170‐60‐05 Life Insurance/AD&D 316.00 316.00 182.48 30.46 57.75 133.52 100‐5175‐60‐05 Liability (TML)/Workers' Comp 1,182.00 1,182.00 658.37 76.31 55.70 523.63 100‐5180‐60‐05 TMRS Expense 28,714.00 28,714.00 24,831.53 2,922.07 86.48 3,882.47 100‐5185‐60‐05 Long/Short Term Disability 388.00 388.00 235.01 30.14 60.57 152.99 100‐5186‐60‐05 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 495.80 50.00 41.32 704.20 Subtotal object ‐ 05 451,334.00 451,334.00 278,248.12 33,136.86 61.65 173,085.88 100‐5210‐60‐05 Office Supplies 4,500.00 (1,000.00) 3,500.00 2,810.36 241.55 80.30 689.64 100‐5220‐60‐05 Office Equipment 1,000.00 1,000.00 190.26 19.03 809.74 100‐5230‐60‐05 Dues,Fees,& Subscriptions 8,184.00 8,184.00 8,169.27 1,489.35 99.82 14.73 100‐5240‐60‐05 Postage and Delivery 600.00 (350.00) 250.00 184.13 31.75 73.65 65.87 100‐5280‐60‐05 Printing and Reproduction 1,600.00 (150.00) 1,450.00 479.30 33.06 970.70 100‐5281‐60‐05 Book Purchases 45,500.00 45,500.00 23,325.82 2,238.21 12,085.65 51.27 10,088.53 100‐5282‐60‐05 DVD Purchases 2,200.00 2,200.00 394.45 132.73 17.93 1,805.55 100‐5283‐60‐05 Audiobook Purchases 2,700.00 2,700.00 289.88 31.48 10.74 2,410.12 100‐5284‐60‐05 Other Collect. Item Purchases 1,000.00 1,000.00 307.84 30.78 692.16 100‐5290‐60‐05 Other Charges and Services 2,000.00 2,000.00 1,486.66 205.05 74.33 513.34 Subtotal object ‐ 05 69,284.00 (1,500.00) 67,784.00 37,637.97 4,370.12 12,085.65 55.53 18,060.38 100‐5330‐60‐05 Copier Expense 1,900.00 1,900.00 355.91 18.73 1,544.09 100‐5350‐60‐05 Vehicle Expense 1,650.00 1,650.00 ‐ 1,650.00 Subtotal object ‐ 05 1,900.00 1,650.00 3,550.00 355.91 10.03 3,194.09 100‐5400‐60‐05 Uniform Expense 1,600.00 1,600.00 1,068.59 167.89 66.79 531.41 100‐5410‐60‐05 Professional Services 1,500.00 1,500.00 ‐ 1,500.00 100‐5430‐60‐05 Legal Fees 500.00 500.00 285.00 57.00 215.00 100‐5480‐60‐05 Contracted Services 8,100.00 8,100.00 5,500.00 67.90 2,600.00 Subtotal object ‐ 05 10,200.00 1,500.00 11,700.00 6,853.59 167.89 58.58 4,846.41 100‐5520‐60‐05 Telephones 500.00 500.00 268.02 127.07 53.60 231.98 100‐5526‐60‐05 Data Network 200.00 200.00 ‐ 200.00 100‐5530‐60‐05 Travel 700.00 (700.00) ‐ 100‐5533‐60‐05 Mileage Expense 400.00 (250.00) 150.00 ‐ 150.00 100‐5536‐60‐05 Training/Seminars 1,500.00 (900.00) 600.00 ‐ 600.00 Subtotal object ‐ 05 3,100.00 (1,650.00) 1,450.00 268.02 127.07 18.48 1,181.98 100‐5600‐60‐05 Special Events 3,294.00 (800.00) 2,494.00 1,752.66 379.39 70.28 741.34 Subtotal object ‐ 05 3,294.00 (800.00) 2,494.00 1,752.66 379.39 70.28 741.34 100‐5970‐60‐05 VERF Charges for Services 4,307.00 4,307.00 3,138.00 292.25 72.86 1,169.00 Subtotal object ‐ 05 4,307.00 4,307.00 3,138.00 292.25 72.86 1,169.00 100‐7145‐60‐05 Transfer to VERF 3,507.00 (3,507.00) ‐ Subtotal object ‐ 07 3,507.00 (3,507.00) ‐ Program number: 5 LIBRARY 542,619.00 542,619.00 328,254.27 38,473.58 12,085.65 60.49 202,279.08 Department number: 60 COMMUNITY SERVICES 4,605,459.00 169,022.00 4,774,481.00 2,771,409.88 345,127.54 190,672.60 58.05 1,812,398.52 Program number: 1 ENGINEERING 100‐5110‐98‐01 Salaries & Wages 1,254,922.00 1,254,922.00 808,467.43 96,410.69 64.42 446,454.57 41Page 54Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100‐5115‐98‐01 Salaries ‐ Overtime 700.00 700.00 535.89 61.88 76.56 164.11 100‐5126‐98‐01 Salaries‐Vacation Buy‐Out 14,674.00 14,674.00 8,244.96 56.19 6,429.04 100‐5140‐98‐01 Salaries ‐ Longevity Pay 2,905.00 2,905.00 2,770.00 95.35 135.00 100‐5143‐98‐01 Cell Phone Allowance 1,740.00 1,740.00 1,640.00 205.00 94.25 100.00 100‐5145‐98‐01 Social Security Expense 79,047.00 79,047.00 45,509.16 5,557.86 57.57 33,537.84 100‐5150‐98‐01 Medicare Expense 18,487.00 18,487.00 11,166.85 1,299.83 60.40 7,320.15 100‐5155‐98‐01 SUTA Expense 1,944.00 1,944.00 1,872.00 96.30 72.00 100‐5160‐98‐01 Health Insurance 96,480.00 96,480.00 71,269.12 8,272.66 73.87 25,210.88 100‐5162‐98‐01 HSA Expense 9,750.00 9,750.00 ‐ 9,750.00 100‐5165‐98‐01 Dental Insurance 4,992.00 4,992.00 3,198.24 401.88 64.07 1,793.76 100‐5170‐98‐01 Life Insurance/AD&D 1,544.00 1,544.00 941.56 122.32 60.98 602.44 100‐5175‐98‐01 Liability (TML)/Workers' Comp 11,271.00 11,271.00 5,020.86 633.80 44.55 6,250.14 100‐5180‐98‐01 TMRS Expense 175,177.00 175,177.00 112,322.58 13,293.80 64.12 62,854.42 100‐5185‐98‐01 Long/Short Term Disability 2,385.00 2,385.00 1,441.93 183.18 60.46 943.07 100‐5186‐98‐01 WELLE‐Wellness Prog Reimb Empl 4,800.00 4,800.00 2,325.00 280.00 48.44 2,475.00 Subtotal object ‐ 05 1,680,818.00 1,680,818.00 1,076,725.58 126,722.90 64.06 604,092.42 100‐5210‐98‐01 Office Supplies 2,500.00 2,500.00 1,411.24 94.04 56.45 1,088.76 100‐5220‐98‐01 Office Equipment 2,500.00 2,500.00 449.99 449.99 18.00 2,050.01 100‐5230‐98‐01 Dues,Fees,& Subscriptions 2,000.00 2,000.00 3,005.28 1,356.00 150.26 (1,005.28) 100‐5240‐98‐01 Postage and Delivery 200.00 200.00 221.48 48.31 110.74 (21.48) 100‐5280‐98‐01 Printing and Reproduction 300.00 300.00 58.14 19.38 241.86 100‐5290‐98‐01 Other Charges and Services 283.36 ‐ (283.36) Subtotal object ‐ 05 7,500.00 7,500.00 5,429.49 1,948.34 72.39 2,070.51 100‐5330‐98‐01 Copier Expense 2,000.00 2,000.00 386.88 19.34 1,613.12 100‐5350‐98‐01 Vehicle Expense 2,000.00 2,000.00 4,405.50 356.21 220.28 (2,405.50) 100‐5352‐98‐01 Fuel 1,800.00 1,800.00 1,369.17 336.09 76.07 430.83 Subtotal object ‐ 05 5,800.00 5,800.00 6,161.55 692.30 106.23 (361.55) 100‐5400‐98‐01 Uniform Expense 2,600.00 2,600.00 1,390.61 53.49 1,209.39 100‐5410‐98‐01 Professional Services 144,329.00 13,566.98 157,895.98 29,855.64 4,300.00 55,211.34 18.91 72,829.00 100‐5410‐98‐01‐1831‐ST First/BNSF RR Overpass 4,352.50 4,352.50 3,565.43 12,739.40 81.92 (11,952.33) 100‐5410‐98‐01‐1832‐ST Prosper Trl/BNSF RR Overpass 5,397.49 5,397.49 5,317.07 488.42 98.51 (408.00) 100‐5419‐98‐01 IT Licenses 5,500.00 5,500.00 1,132.91 20.60 4,367.09 100‐5430‐98‐01 Legal Fees 12,000.00 12,000.00 16,796.00 6,042.00 139.97 (4,796.00) 100‐5435‐98‐01 Legal Notices/Filings 1,500.00 1,500.00 208.00 178.00 13.87 1,292.00 100‐5480‐98‐01 Contracted Services 150,000.00 150,000.00 18,000.00 12.00 132,000.00 Subtotal object ‐ 05 315,929.00 23,316.97 339,245.97 76,265.66 10,520.00 68,439.16 22.48 194,541.15 100‐5520‐98‐01 Telephones 2,000.00 2,000.00 2,360.10 1,168.10 118.01 (360.10) 100‐5526‐98‐01 Data Network 2,520.00 2,520.00 314.91 12.50 2,205.09 100‐5530‐98‐01 Travel 780.00 (500.00) 280.00 ‐ 280.00 100‐5533‐98‐01 Mileage Expense 1,200.00 (500.00) 700.00 ‐ 700.00 100‐5536‐98‐01 Training/Seminars 6,400.00 (833.00) 5,567.00 4,052.00 2,150.00 72.79 1,515.00 Subtotal object ‐ 05 12,900.00 (1,833.00) 11,067.00 6,727.01 3,318.10 60.78 4,339.99 100‐5620‐98‐01 Tools & Equipment 200.00 200.00 54.94 27.47 145.06 100‐5630‐98‐01 Safety Equipment 200.00 200.00 359.99 180.00 (159.99) Subtotal object ‐ 05 400.00 400.00 414.93 103.73 (14.93) 100‐5970‐98‐01 VERF Charges for Services 10,292.00 10,292.00 7,472.36 704.92 72.60 2,819.64 Subtotal object ‐ 05 10,292.00 10,292.00 7,472.36 704.92 72.60 2,819.64 100‐7145‐98‐01 Transfer to VERF 8,459.00 (8,459.00) ‐ Subtotal object ‐ 07 8,459.00 (8,459.00) ‐ Program number: 1 ENGINEERING 2,031,806.00 23,316.97 2,055,122.97 1,179,196.58 143,906.56 68,439.16 57.38 807,487.23 Department number: 98 ENGINEERING 2,031,806.00 23,316.97 2,055,122.97 1,179,196.58 143,906.56 68,439.16 57.38 807,487.23 42Page 55Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 32,590,291.28 4,166,443.60 36,756,734.88 21,585,715.73 3,508,632.57 1,821,765.91 58.73 13,349,253.24 Fund number: 100 GENERAL (108,108.72) 2,442,096.60 2,333,987.88 (10,230,815.12) 1,543,012.74 1,821,765.91 10,743,037.09 Fund number: 120 POLICE SPD Program number: 1 OPERATIONS 120‐4120‐20‐01 Sales Taxes (1,564,807.00) (1,564,807.00) (1,309,703.93) (213,734.08) 83.70 (255,103.07) Subtotal object ‐ 04 (1,564,807.00) (1,564,807.00) (1,309,703.93) (213,734.08) 83.70 (255,103.07) 120‐4610‐20‐01 Interest Income (300.00) (300.00) (767.34) (105.54) 255.78 467.34 Subtotal object ‐ 04 (300.00) (300.00) (767.34) (105.54) 255.78 467.34 Program number: 1 OPERATIONS (1,565,107.00) (1,565,107.00) (1,310,471.27) (213,839.62) 83.73 (254,635.73) Department number: 20 POLICE (1,565,107.00) (1,565,107.00) (1,310,471.27) (213,839.62) 83.73 (254,635.73) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (1,565,107.00) (1,565,107.00) (1,310,471.27) (213,839.62) 83.73 (254,635.73) 120‐5110‐20‐01 Salaries & Wages 940,289.00 940,289.00 635,068.73 74,472.79 67.54 305,220.27 120‐5115‐20‐01 Salaries ‐ Overtime 65,000.00 65,000.00 49,116.74 9,587.45 75.56 15,883.26 120‐5126‐20‐01 Salaries‐Vacation Buy‐Out 3,116.00 3,116.00 1,558.00 50.00 1,558.00 120‐5127‐20‐01 Salaries‐Certification Pay 16,200.00 16,200.00 8,344.30 959.96 51.51 7,855.70 120‐5140‐20‐01 Salaries ‐ Longevity Pay 4,280.00 4,280.00 4,205.00 98.25 75.00 120‐5145‐20‐01 Social Security Expense 63,791.00 63,791.00 41,455.13 5,046.19 64.99 22,335.87 120‐5150‐20‐01 Medicare Expense 14,919.00 14,919.00 9,695.14 1,180.15 64.99 5,223.86 120‐5155‐20‐01 SUTA Expense 2,106.00 2,106.00 1,872.00 88.89 234.00 120‐5160‐20‐01 Health Insurance 125,424.00 125,424.00 87,982.56 9,346.76 70.15 37,441.44 120‐5162‐20‐01 HSA Expense 10,500.00 10,500.00 ‐ 10,500.00 120‐5165‐20‐01 Dental Insurance 5,692.00 5,692.00 3,623.97 445.04 63.67 2,068.03 120‐5170‐20‐01 Life Insurance/AD&D 4,877.00 4,877.00 3,235.41 406.38 66.34 1,641.59 120‐5175‐20‐01 Liability (TML) Workers' Comp 25,158.00 25,158.00 17,141.15 2,002.34 68.13 8,016.85 120‐5180‐20‐01 TMRS Expense 141,369.00 141,369.00 95,561.18 11,714.64 67.60 45,807.82 120‐5185‐20‐01 Long/Short Term Disability 1,787.00 1,787.00 1,059.10 134.05 59.27 727.90 120‐5186‐20‐01 WELLE‐Wellness Prog Reimb Empl 1,200.00 1,200.00 1,313.28 239.16 109.44 (113.28) 120‐5191‐20‐01 Hiring Cost 11.00 ‐ (11.00) Subtotal object ‐ 05 1,425,708.00 1,425,708.00 961,242.69 115,534.91 67.42 464,465.31 120‐5410‐20‐01 Professional Services 170.25 ‐ (170.25) Subtotal object ‐ 05 170.25 ‐ (170.25) Program number: 1 OPERATIONS 1,425,708.00 1,425,708.00 961,412.94 115,534.91 67.43 464,295.06 Department number: 20 POLICE 1,425,708.00 1,425,708.00 961,412.94 115,534.91 67.43 464,295.06 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,425,708.00 1,425,708.00 961,412.94 115,534.91 67.43 464,295.06 Fund number: 120 POLICE SPD (139,399.00) (139,399.00) (349,058.33) (98,304.71) 250.40 209,659.33 Fund number: 130 FIRE SPD Program number: 1 OPERATIONS 130‐4120‐30‐01 Sales Taxes (1,564,807.00) (1,564,807.00) (1,307,665.97) (213,546.83) 83.57 (257,141.03) Subtotal object ‐ 04 (1,564,807.00) (1,564,807.00) (1,307,665.97) (213,546.83) 83.57 (257,141.03) 130‐4610‐30‐01 Interest Income (152.91) (48.73) ‐ 152.91 Subtotal object ‐ 04 (152.91) (48.73) ‐ 152.91 Program number: 1 OPERATIONS (1,564,807.00) (1,564,807.00) (1,307,818.88) (213,595.56) 83.58 (256,988.12) Department number: 30 FIRE (1,564,807.00) (1,564,807.00) (1,307,818.88) (213,595.56) 83.58 (256,988.12) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (1,564,807.00) (1,564,807.00) (1,307,818.88) (213,595.56) 83.58 (256,988.12) 130‐5110‐30‐01 Salaries & Wages 921,680.00 921,680.00 597,272.54 64,470.05 64.80 324,407.46 130‐5115‐30‐01 Salaries ‐ Overtime 140,000.00 140,000.00 142,531.99 8,812.68 101.81 (2,531.99) 130‐5116‐30‐01 Salaries ‐ FLSA Overtime 11,860.10 906.11 ‐ (11,860.10) 130‐5127‐30‐01 Salaries‐Certification Pay 11,580.00 11,580.00 7,555.42 724.62 65.25 4,024.58 130‐5140‐30‐01 Salaries ‐ Longevity Pay 2,805.00 2,805.00 3,455.00 123.17 (650.00) 130‐5145‐30‐01 Social Security Expense 66,716.00 66,716.00 44,312.62 4,299.56 66.42 22,403.38 43Page 56Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 130‐5150‐30‐01 Medicare Expense 15,603.00 15,603.00 10,363.45 1,005.52 66.42 5,239.55 130‐5155‐30‐01 SUTA Expense 2,106.00 2,106.00 1,905.73 33.73 90.49 200.27 130‐5160‐30‐01 Health Insurance 125,424.00 125,424.00 105,558.04 10,546.94 84.16 19,865.96 130‐5162‐30‐01 HSA Expense 13,500.00 13,500.00 ‐ 13,500.00 130‐5165‐30‐01 Dental Insurance 5,813.00 5,813.00 3,562.37 396.40 61.28 2,250.63 130‐5170‐30‐01 Life Insurance/AD&D 4,877.00 4,877.00 3,094.74 343.86 63.46 1,782.26 130‐5175‐30‐01 Liability (TML) Workers' Comp 26,304.00 26,304.00 19,980.56 1,999.86 75.96 6,323.44 130‐5180‐30‐01 TMRS Expense 147,852.00 147,852.00 104,675.52 10,359.40 70.80 43,176.48 130‐5185‐30‐01 Long/Short Term Disability 1,752.00 1,752.00 996.13 112.66 56.86 755.87 130‐5186‐30‐01 WELLE‐Wellness Prog Reimb Empl 4,800.00 4,800.00 3,573.58 482.48 74.45 1,226.42 Subtotal object ‐ 05 1,490,812.00 1,490,812.00 1,060,697.79 104,493.87 71.15 430,114.21 130‐5410‐30‐01 Professional Services 170.25 ‐ (170.25) Subtotal object ‐ 05 170.25 ‐ (170.25) Program number: 1 OPERATIONS 1,490,812.00 1,490,812.00 1,060,868.04 104,493.87 71.16 429,943.96 Department number: 30 FIRE 1,490,812.00 1,490,812.00 1,060,868.04 104,493.87 71.16 429,943.96 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,490,812.00 1,490,812.00 1,060,868.04 104,493.87 71.16 429,943.96 Fund number: 130 FIRE SPD (73,995.00) (73,995.00) (246,950.84) (109,101.69) 333.74 172,955.84 Fund number: 150 TIRZ #1 ‐ BLUE STAR Department number: 10 ADMINISTRATION 150‐4015‐10‐00 Water Impact Fees (34,916.00) (15,048.00) ‐ 34,916.00 150‐4020‐10‐00 Wastewater Impact Fees (25,702.00) (16,672.00) ‐ 25,702.00 150‐4040‐10‐00 East Thoroughfare Impact Fees (1,000,000.00) (1,000,000.00) (153,317.73) (69,217.23) 15.33 (846,682.27) Subtotal object ‐ 04 (1,000,000.00) (1,000,000.00) (213,935.73) (100,937.23) 21.39 (786,064.27) 150‐4110‐10‐00 Property Taxes (Town) (554,473.00) (554,473.00) (492,446.45) 88.81 (62,026.55) 150‐4111‐10‐00 Property Taxes (County) (133,249.00) (133,249.00) (116,706.43) 87.59 (16,542.57) 150‐4120‐10‐00 Sales Taxes (Town) (562,344.00) (562,344.00) (416,509.47) (70,147.08) 74.07 (145,834.53) 150‐4121‐10‐00 Sales Taxes (PEDC) (470,962.00) (470,962.00) (348,826.70) (58,748.18) 74.07 (122,135.30) Subtotal object ‐ 04 (1,721,028.00) (1,721,028.00) (1,374,489.05) (128,895.26) 79.86 (346,538.95) 150‐4610‐10‐00 Interest Income (2,000.00) (2,000.00) (3,971.85) (483.21) 198.59 1,971.85 Subtotal object ‐ 04 (2,000.00) (2,000.00) (3,971.85) (483.21) 198.59 1,971.85 Program number: DEFAULT PROGRAM (2,723,028.00) (2,723,028.00) (1,592,396.63) (230,315.70) 58.48 (1,130,631.37) Department number: 10 ADMINISTRATION (2,723,028.00) (2,723,028.00) (1,592,396.63) (230,315.70) 58.48 (1,130,631.37) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (2,723,028.00) (2,723,028.00) (1,592,396.63) (230,315.70) 58.48 (1,130,631.37) 150‐5810‐10‐00 Thoro Impact Fee Rebate 1,000,000.00 1,000,000.00 ‐ 1,000,000.00 150‐5815‐10‐00 Town Sales Tax Rebate 564,344.00 564,344.00 ‐ 564,344.00 150‐5816‐10‐00 PEDC Sales Tax Rebate 470,962.00 470,962.00 ‐ 470,962.00 150‐5820‐10‐00 Town Ad Valorem Tax Rebate 554,473.00 554,473.00 ‐ 554,473.00 150‐5821‐10‐00 County Ad Valorem Tax Rebate 133,249.00 133,249.00 ‐ 133,249.00 Subtotal object ‐ 05 2,723,028.00 2,723,028.00 ‐ 2,723,028.00 Program number: DEFAULT PROGRAM 2,723,028.00 2,723,028.00 ‐ 2,723,028.00 Department number: 10 ADMINISTRATION 2,723,028.00 2,723,028.00 ‐ 2,723,028.00 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 2,723,028.00 2,723,028.00 ‐ 2,723,028.00 Fund number: 150 TIRZ #1 ‐ BLUE STAR (1,592,396.63) (230,315.70) ‐ 1,592,396.63 Fund number: 160 TIRZ #2 ‐ MATTHEWS SOUTHWEST Department number: 10 ADMINISTRATION 160‐4110‐10‐00 Property Taxes (Town) (10,350.00) (10,350.00) (10,900.86) 105.32 550.86 160‐4111‐10‐00 Property Taxes (County) (2,487.00) (2,487.00) (2,583.43) 103.88 96.43 160‐4120‐10‐00 Sales Taxes (Town) (10.00) (10.00) ‐ (10.00) 160‐4121‐10‐00 Sales Taxes (PEDC) (10.00) (10.00) ‐ (10.00) Subtotal object ‐ 04 (12,857.00) (12,857.00) (13,484.29) 104.88 627.29 44Page 57Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 160‐4610‐10‐00 Interest Income (150.00) (150.00) (153.45) (10.95) 102.30 3.45 Subtotal object ‐ 04 (150.00) (150.00) (153.45) (10.95) 102.30 3.45 Program number: DEFAULT PROGRAM (13,007.00) (13,007.00) (13,637.74) (10.95) 104.85 630.74 Department number: 10 ADMINISTRATION (13,007.00) (13,007.00) (13,637.74) (10.95) 104.85 630.74 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (13,007.00) (13,007.00) (13,637.74) (10.95) 104.85 630.74 160‐5815‐10‐00 Town Sales Tax Rebate 160.00 160.00 ‐ 160.00 160‐5816‐10‐00 PEDC Sales Tax Rebate 10.00 10.00 ‐ 10.00 160‐5820‐10‐00 Town Ad Valorem Tax Rebate 10,350.00 10,350.00 ‐ 10,350.00 160‐5821‐10‐00 County Ad Valorem Tax Rebate 2,487.00 2,487.00 ‐ 2,487.00 Subtotal object ‐ 05 13,007.00 13,007.00 ‐ 13,007.00 Program number: DEFAULT PROGRAM 13,007.00 13,007.00 ‐ 13,007.00 Department number: 10 ADMINISTRATION 13,007.00 13,007.00 ‐ 13,007.00 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 13,007.00 13,007.00 ‐ 13,007.00 Fund number: 160 TIRZ #2 ‐ MATTHEWS SOUTHWEST (13,637.74) (10.95) ‐ 13,637.74 Fund number: 200 WATER/SEWER 200‐4000‐10‐08 W/S Service Initiation (94,700.00) (94,700.00) (67,680.00) (7,580.00) 71.47 (27,020.00) 200‐4007‐10‐08 Sanitation (1,527,500.00) (1,527,500.00) (1,059,071.88) (137,052.97) 69.33 (468,428.12) 200‐4009‐10‐08 Late Fee‐W/S (112,000.00) (112,000.00) (19,193.81) (19,193.81) 17.14 (92,806.19) Subtotal object ‐ 04 (1,734,200.00) (1,734,200.00) (1,145,945.69) (163,826.78) 66.08 (588,254.31) Program number: 8 UTILITY BILLING (1,734,200.00) (1,734,200.00) (1,145,945.69) (163,826.78) 66.08 (588,254.31) 200‐4200‐10‐99 T‐Mobile Fees (74,400.00) (74,400.00) (49,600.48) (6,200.06) 66.67 (24,799.52) 200‐4201‐10‐99 Tierone Converged Network (22,776.00) (22,776.00) (13,286.00) (1,898.00) 58.33 (9,490.00) 200‐4203‐10‐99 AT&T Tower Lease (6,645.16) (2,000.00) ‐ 6,645.16 200‐4205‐10‐99 Rise Broadband (13,680.00) (13,680.00) (7,984.62) 58.37 (5,695.38) 200‐4206‐10‐99 Verizon Antennae Lease (66,805.00) (66,805.00) (55,270.00) (2,883.75) 82.73 (11,535.00) Subtotal object ‐ 04 (177,661.00) (177,661.00) (132,786.26) (12,981.81) 74.74 (44,874.74) Program number: 99 NON‐DEPARTMENTAL (177,661.00) (177,661.00) (132,786.26) (12,981.81) 74.74 (44,874.74) Department number: 10 ADMINISTRATION (1,911,861.00) (1,911,861.00) (1,278,731.95) (176,808.59) 66.88 (633,129.05) 200‐4005‐50‐02 Water Revenue (13,403,322.00) (13,403,322.00) (7,367,791.85) (890,893.42) 54.97 (6,035,530.15) 200‐4010‐50‐02 Connection Tap & Construction (800,000.00) (800,000.00) (909,701.00) (87,325.00) 113.71 109,701.00 200‐4012‐50‐02 Saturday Inspection Fee (5,000.00) (5,000.00) (4,350.00) (750.00) 87.00 (650.00) 200‐4018‐50‐02 Internet Cr. Card Fees (90,000.00) (90,000.00) (67,648.58) (10,063.53) 75.17 (22,351.42) 200‐4019‐50‐02 Cr. Card Pmt Fees (25,000.00) (25,000.00) (25,311.53) (3,731.98) 101.25 311.53 200‐4060‐50‐02 NSF Fees (1,500.00) (1,500.00) (1,275.00) (250.00) 85.00 (225.00) Subtotal object ‐ 04 (14,324,822.00) (14,324,822.00) (8,376,077.96) (993,013.93) 58.47 (5,948,744.04) 200‐4243‐50‐02 Backflow Prevention Inspection (51,000.00) (51,000.00) (41,150.00) (2,950.00) 80.69 (9,850.00) Subtotal object ‐ 04 (51,000.00) (51,000.00) (41,150.00) (2,950.00) 80.69 (9,850.00) 200‐4610‐50‐02 Interest Income (55,000.00) (55,000.00) (36,134.81) (2,174.51) 65.70 (18,865.19) Subtotal object ‐ 04 (55,000.00) (55,000.00) (36,134.81) (2,174.51) 65.70 (18,865.19) 200‐4910‐50‐02 Other Revenue (150,000.00) (150,000.00) (393,538.15) (11,865.97) 262.36 243,538.15 200‐4930‐50‐02 Insurance Proceeds (2,544.41) ‐ 2,544.41 Subtotal object ‐ 04 (150,000.00) (150,000.00) (396,082.56) (11,865.97) 264.06 246,082.56 Program number: 2 WATER (14,580,822.00) (14,580,822.00) (8,849,445.33) (1,010,004.41) 60.69 (5,731,376.67) 200‐4006‐50‐03 Sewer (7,712,010.00) (7,712,010.00) (5,032,314.22) (657,784.77) 65.25 (2,679,695.78) 200‐4010‐50‐03 Connection Tap & Construction (300,000.00) (300,000.00) (391,125.00) (37,800.00) 130.38 91,125.00 Subtotal object ‐ 04 (8,012,010.00) (8,012,010.00) (5,423,439.22) (695,584.77) 67.69 (2,588,570.78) Program number: 3 WASTEWATER (8,012,010.00) (8,012,010.00) (5,423,439.22) (695,584.77) 67.69 (2,588,570.78) 200‐4930‐50‐98 Insurance Proceeds (8,257.30) ‐ 8,257.30 Subtotal object ‐ 04 (8,257.30) ‐ 8,257.30 Program number: 98 CONSTRUCTION INSPECTIONS (8,257.30) ‐ 8,257.30 Department number: 50 PUBLIC WORKS (22,592,832.00) (22,592,832.00) (14,281,141.85) (1,705,589.18) 63.21 (8,311,690.15) 45Page 58Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (24,504,693.00) (24,504,693.00) (15,559,873.80) (1,882,397.77) 63.50 (8,944,819.20) Program number: 8 UTILITY BILLING 200‐5110‐10‐08 Salaries & Wages 196,457.00 196,457.00 129,745.38 15,376.40 66.04 66,711.62 200‐5115‐10‐08 Salaries ‐ Overtime 3,500.00 3,500.00 1,330.11 190.63 38.00 2,169.89 200‐5140‐10‐08 Salaries ‐ Longevity Pay 1,020.00 1,020.00 1,015.00 99.51 5.00 200‐5143‐10‐08 Cell Phone Allowance 1,440.00 1,440.00 480.00 60.00 33.33 960.00 200‐5145‐10‐08 Social Security Expense 12,550.00 12,550.00 7,911.04 930.00 63.04 4,638.96 200‐5150‐10‐08 Medicare Expense 2,936.00 2,936.00 1,850.22 217.50 63.02 1,085.78 200‐5155‐10‐08 SUTA Expense 648.00 648.00 575.46 88.81 72.54 200‐5160‐10‐08 Health Insurance 38,592.00 38,592.00 20,322.33 2,259.60 52.66 18,269.67 200‐5162‐10‐08 HSA Expense 2,250.00 2,250.00 ‐ 2,250.00 200‐5165‐10‐08 Dental Insurance 1,759.00 1,759.00 1,076.18 132.04 61.18 682.82 200‐5170‐10‐08 Life Insurance/AD&D 451.00 451.00 300.00 37.50 66.52 151.00 200‐5175‐10‐08 Liability (TML)/Workers' Comp 538.00 538.00 326.27 35.88 60.65 211.73 200‐5180‐10‐08 TMRS Expense 27,332.00 27,332.00 18,138.48 2,151.16 66.36 9,193.52 200‐5185‐10‐08 Long/Short Term Disability 374.00 374.00 230.78 29.20 61.71 143.22 200‐5186‐10‐08 WELLE‐Wellness Prog Reimb‐Empl 1,200.00 1,200.00 713.28 89.16 59.44 486.72 Subtotal object ‐ 05 291,047.00 291,047.00 184,014.53 21,509.07 63.23 107,032.47 200‐5210‐10‐08 Office Supplies 3,100.00 3,100.00 1,184.68 75.84 38.22 1,915.32 200‐5220‐10‐08 Office Equipment 7,500.00 7,500.00 3,199.75 42.66 4,300.25 200‐5230‐10‐08 Dues,Fees,& Subscriptions 100.00 100.00 ‐ 100.00 200‐5240‐10‐08 Postage and Delivery 56,300.00 56,300.00 38,259.87 4,932.22 67.96 18,040.13 200‐5280‐10‐08 Printing and Reproduction 4,860.00 4,860.00 2,656.40 720.00 54.66 2,203.60 200‐5290‐10‐08 Other Charges and Services 600.00 600.00 1,157.55 192.93 (557.55) Subtotal object ‐ 05 72,460.00 72,460.00 46,458.25 5,728.06 64.12 26,001.75 200‐5330‐10‐08 Copier Expense 2,700.00 2,700.00 557.01 20.63 2,142.99 Subtotal object ‐ 05 2,700.00 2,700.00 557.01 20.63 2,142.99 200‐5400‐10‐08 Uniform Expense 225.00 225.00 217.80 96.80 7.20 200‐5418‐10‐08 IT Fees 14,270.00 14,270.00 12,508.48 3,859.00 87.66 1,761.52 200‐5419‐10‐08 IT Licenses 10,300.00 16,400.00 26,700.00 16,400.00 61.42 10,300.00 200‐5430‐10‐08 Legal Fees 1,000.00 1,000.00 ‐ 1,000.00 200‐5470‐10‐08 Trash Collection 1,527,500.00 1,527,500.00 929,553.65 138,881.51 60.86 597,946.35 200‐5475‐10‐08 CREDIT CARD FEES 136,000.00 136,000.00 108,487.43 14,728.16 79.77 27,512.57 200‐5479‐10‐08 Household Haz. Waste Disposal 7,800.00 7,800.00 4,420.00 700.00 56.67 3,380.00 200‐5480‐10‐08 Contracted Services 18,684.00 38,500.00 57,184.00 24,076.00 42.10 33,108.00 Subtotal object ‐ 05 1,715,779.00 54,900.00 1,770,679.00 1,095,663.36 158,168.67 61.88 675,015.64 200‐5530‐10‐08 Travel 694.00 694.00 ‐ 694.00 200‐5533‐10‐08 Mileage Expense 265.00 265.00 ‐ 265.00 200‐5536‐10‐08 Training/Seminars 2,390.00 2,390.00 ‐ 2,390.00 Subtotal object ‐ 05 3,349.00 3,349.00 ‐ 3,349.00 200‐5600‐10‐08 Special Events 900.00 900.00 1,187.21 131.91 (287.21) Subtotal object ‐ 05 900.00 900.00 1,187.21 131.91 (287.21) 200‐5970‐10‐08 VERF Charges for Services 281.00 281.00 ‐ 281.00 Subtotal object ‐ 05 281.00 281.00 ‐ 281.00 200‐7145‐10‐08 Transfer to VERF 281.00 (281.00) ‐ 200‐7147‐10‐08 Transfer to GF 44,701.00 44,701.00 29,800.64 3,725.08 66.67 14,900.36 Subtotal object ‐ 07 44,982.00 (281.00) 44,701.00 29,800.64 3,725.08 66.67 14,900.36 Program number: 8 UTILITY BILLING 2,131,217.00 54,900.00 2,186,117.00 1,357,681.00 189,130.88 62.11 828,436.00 Program number: 99 NON‐DEPARTMENTAL 200‐5110‐10‐99 Salaries & Wages (58,146.00) (58,146.00) ‐ (58,146.00) 200‐5176‐10‐99 TML‐Prop & Liab Insurance 95,000.00 95,000.00 94,797.85 99.79 202.15 46Page 59Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 05 36,854.00 36,854.00 94,797.85 257.23 (57,943.85) 200‐5295‐10‐99 General Fund Franchise Fee 362,075.00 362,075.00 241,383.36 30,172.92 66.67 120,691.64 Subtotal object ‐ 05 362,075.00 362,075.00 241,383.36 30,172.92 66.67 120,691.64 200‐5410‐10‐99 Professional Services 25,000.00 25,000.00 1,920.00 22,960.00 7.68 120.00 200‐5415‐10‐99 Tuition Reimbursement 500.00 500.00 ‐ 500.00 Subtotal object ‐ 05 25,500.00 25,500.00 1,920.00 22,960.00 7.53 620.00 200‐5930‐10‐99 Damage Claims Expense 10,000.00 10,000.00 1,000.00 10.00 9,000.00 Subtotal object ‐ 05 10,000.00 10,000.00 1,000.00 10.00 9,000.00 200‐6186‐10‐99 2013 Bond Payment 230,000.00 230,000.00 ‐ 230,000.00 200‐6193‐10‐99 2012 CO Bond Payment 302,950.00 302,950.00 302,950.00 100.00 Subtotal object ‐ 06 532,950.00 532,950.00 302,950.00 56.84 230,000.00 200‐6200‐10‐99 Bond Issuance Costs 440.00 440.00 ‐ (440.00) 200‐6201‐10‐99 2014 GO Bond Payment 395,000.00 395,000.00 ‐ 395,000.00 200‐6202‐10‐99 2014 CO Bond Payment 530,000.00 530,000.00 ‐ 530,000.00 200‐6203‐10‐99 2015 GO Debt payment 336,300.00 336,300.00 336,300.00 100.00 200‐6205‐10‐99 2016 GO Bond Payment 69,500.00 69,500.00 69,500.00 100.00 200‐6210‐10‐99 2018 CO Bond Payment 345,000.00 345,000.00 345,000.00 100.00 200‐6211‐10‐99 2019 CO Debt Payment 123,823.00 123,823.00 123,823.00 100.00 200‐6299‐10‐99 Bond Interest Expense 1,368,696.00 1,368,696.00 700,642.75 51.19 668,053.25 Subtotal object ‐ 06 3,168,319.00 3,168,319.00 1,575,705.75 440.00 49.73 1,592,613.25 200‐7000‐10‐99 Contingency 50,000.00 20,355.00 70,355.00 10,430.00 110.00 9,520.00 14.83 50,405.00 Subtotal object ‐ 07 50,000.00 20,355.00 70,355.00 10,430.00 110.00 9,520.00 14.83 50,405.00 Program number: 99 NON‐DEPARTMENTAL 4,185,698.00 20,355.00 4,206,053.00 2,228,186.96 30,722.92 32,480.00 52.98 1,945,386.04 Department number: 10 ADMINISTRATION 6,316,915.00 75,255.00 6,392,170.00 3,585,867.96 219,853.80 32,480.00 56.10 2,773,822.04 Program number: 2 WATER 200‐5110‐50‐02 Salaries & Wages 1,364,887.00 1,364,887.00 816,663.11 101,384.73 59.83 548,223.89 200‐5115‐50‐02 Salaries ‐ Overtime 68,400.00 68,400.00 53,056.86 4,394.50 77.57 15,343.14 200‐5126‐50‐02 Salaries‐Vacation Buy‐Out 971.20 ‐ (971.20) 200‐5140‐50‐02 Salaries ‐ Longevity Pay 6,865.00 6,865.00 6,240.00 90.90 625.00 200‐5143‐50‐02 Cell Phone Allowance 720.00 720.00 960.00 120.00 133.33 (240.00) 200‐5145‐50‐02 Social Security Expense 87,474.00 87,474.00 50,482.77 6,211.13 57.71 36,991.23 200‐5150‐50‐02 Medicare Expense 20,458.00 20,458.00 11,934.14 1,452.58 58.34 8,523.86 200‐5155‐50‐02 SUTA Expense 4,212.00 4,212.00 3,910.56 60.58 92.84 301.44 200‐5160‐50‐02 Health Insurance 236,574.00 236,574.00 149,695.33 16,552.44 63.28 86,878.67 200‐5162‐50‐02 HSA Expense 16,500.00 16,500.00 1,125.00 6.82 15,375.00 200‐5165‐50‐02 Dental Insurance 11,056.00 11,056.00 6,017.40 750.68 54.43 5,038.60 200‐5170‐50‐02 Life Insurance/AD&D 2,902.00 2,902.00 1,715.02 238.62 59.10 1,186.98 200‐5175‐50‐02 Liability (TML)/Workers' Comp 40,534.00 40,534.00 22,944.13 2,625.48 56.61 17,589.87 200‐5180‐50‐02 TMRS Expense 193,717.00 193,717.00 120,435.26 14,755.30 62.17 73,281.74 200‐5185‐50‐02 Long/Short Term Disability 2,594.00 2,594.00 1,414.57 189.84 54.53 1,179.43 200‐5186‐50‐02 WELLE‐Wellness Prog Reimb‐Empl 7,500.00 7,500.00 3,394.04 458.32 45.25 4,105.96 Subtotal object ‐ 05 2,064,393.00 2,064,393.00 1,250,959.39 149,194.20 60.60 813,433.61 200‐5210‐50‐02 Office Supplies 3,200.00 3,200.00 1,538.13 180.54 48.07 1,661.87 200‐5212‐50‐02 Building Supplies 3,800.00 3,800.00 3,987.64 107.28 104.94 (187.64) 200‐5220‐50‐02 Office Equipment 2,350.00 2,350.00 6,235.61 119.76 265.35 (3,885.61) 200‐5230‐50‐02 Dues,Fees,& Subscriptions 25,000.00 25,000.00 26,786.31 497.69 107.15 (1,786.31) 200‐5240‐50‐02 Postage and Delivery 200.00 200.00 317.60 39.18 117.67 158.80 (235.27) 200‐5260‐50‐02 Advertising 240.00 240.00 175.81 73.25 64.19 200‐5280‐50‐02 Printing and Reproduction 500.00 500.00 66.92 13.38 433.08 200‐5290‐50‐02 Other Charges and Services 353.58 ‐ (353.58) Subtotal object ‐ 05 35,290.00 35,290.00 39,461.60 944.45 117.67 111.82 (4,289.27) 47Page 60Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 200‐5310‐50‐02 Rental Expense 20,000.00 20,000.00 7,269.84 1,339.50 36.35 12,730.16 200‐5320‐50‐02 Repairs & Maintenance 1,300.00 1,300.00 ‐ 1,300.00 200‐5330‐50‐02 Copier Expense 1,000.00 1,000.00 464.87 46.49 535.13 200‐5340‐50‐02 Building Repairs 5,000.00 5,000.00 15,801.54 4,179.15 316.03 (10,801.54) 200‐5350‐50‐02 Vehicle Expense 25,794.00 25,794.00 14,817.04 1,979.56 57.44 10,976.96 200‐5351‐50‐02 Equipment Expense/Repair 11,700.00 11,700.00 14,958.08 5,988.18 127.85 (3,258.08) 200‐5352‐50‐02 Fuel 27,100.00 27,100.00 19,497.29 2,596.15 71.95 7,602.71 200‐5353‐50‐02 Oil/Grease/Inspections 1,180.00 1,180.00 ‐ 1,180.00 Subtotal object ‐ 05 93,074.00 93,074.00 72,808.66 16,082.54 78.23 20,265.34 200‐5400‐50‐02 Uniform Expense 19,650.00 19,650.00 14,797.20 2,582.37 75.30 4,852.80 200‐5410‐50‐02 Professional Services 130,000.00 130,000.00 8,781.40 8,781.40 91,218.60 6.76 30,000.00 200‐5419‐50‐02 IT Licenses 42,240.00 42,240.00 32,879.00 77.84 9,361.00 200‐5430‐50‐02 Legal Fees 500.00 500.00 1,433.35 304.00 286.67 (933.35) 200‐5475‐50‐02 Credit Card Fees 157.17 157.17 ‐ (157.17) 200‐5480‐50‐02 Contracted Services 255,040.00 10,732.50 265,772.50 93,027.38 8,459.40 39,768.00 35.00 132,977.12 Subtotal object ‐ 05 447,430.00 10,732.50 458,162.50 151,075.50 20,284.34 130,986.60 32.97 176,100.40 200‐5520‐50‐02 Telephones 10,720.00 10,720.00 6,853.10 3,321.77 63.93 3,866.90 200‐5523‐50‐02 Water/Sewer Charges 6,100.00 6,100.00 2,269.60 298.29 37.21 3,830.40 200‐5524‐50‐02 Gas 2,000.00 2,000.00 431.04 50.52 21.55 1,568.96 200‐5525‐50‐02 Electricity 331,800.00 331,800.00 189,269.12 27,388.42 57.04 142,530.88 200‐5526‐50‐02 Data Network 5,000.00 5,000.00 10,441.39 4,242.10 208.83 (5,441.39) 200‐5530‐50‐02 Travel 460.00 460.00 139.20 30.26 320.80 200‐5533‐50‐02 Mileage Expense 100.00 100.00 ‐ 100.00 200‐5536‐50‐02 Training/Seminars 25,300.00 25,300.00 13,508.25 5,425.00 53.39 11,791.75 200‐5540‐50‐02 Water Testing 13,300.00 13,300.00 436.58 3.28 12,863.42 200‐5545‐50‐02 Meter Purchases 1,020,150.00 94,441.30 1,114,591.30 807,701.06 198,538.50 15,273.01 72.47 291,617.23 200‐5550‐50‐02 Water Purchases 6,681,709.00 6,681,709.00 4,513,229.92 564,154.00 67.55 2,168,479.08 Subtotal object ‐ 05 8,096,639.00 94,441.30 8,191,080.30 5,544,279.26 803,418.60 15,273.01 67.69 2,631,528.03 200‐5600‐50‐02 Special Events 8,000.00 8,000.00 (281.14) (3.51) 8,281.14 200‐5620‐50‐02 Tools & Equipment 19,250.00 19,250.00 12,957.64 1,769.05 7,060.64 67.31 (768.28) 200‐5630‐50‐02 Safety Equipment 13,500.00 13,500.00 5,907.50 43.76 7,592.50 200‐5640‐50‐02 Signs & Hardware 250.00 250.00 2,507.84 95.62 (2,257.84) 200‐5650‐50‐02 Maintenance Materials 6,000.00 6,000.00 3,193.89 53.23 2,806.11 200‐5660‐50‐02 Chemical Supplies 21,000.00 21,000.00 12,210.13 53.34 58.14 8,789.87 200‐5670‐50‐02 System Improvements 68,724.00 68,724.00 94,891.30 31,761.14 138.08 (26,167.30) Subtotal object ‐ 05 136,724.00 136,724.00 131,387.16 33,679.15 7,060.64 96.10 (1,723.80) 200‐5930‐50‐02 Damage Claims Expense 6,444.84 ‐ (6,444.84) 200‐5970‐50‐02 VERF Charges for Services 171,421.00 171,421.00 ‐ 171,421.00 Subtotal object ‐ 05 171,421.00 171,421.00 6,444.84 3.76 164,976.16 200‐6110‐50‐02 Capital Expenditure 16,000.00 16,000.00 60,980.25 49,972.00 5,776.85 381.13 (50,757.10) 200‐6160‐50‐02 Capital Expense‐Vehicles 35,256.00 35,256.00 ‐ 35,256.00 Subtotal object ‐ 06 51,256.00 51,256.00 60,980.25 49,972.00 5,776.85 118.97 (15,501.10) 200‐7145‐50‐02 Transfer to VERF 171,421.00 (171,421.00) ‐ 200‐7147‐50‐02 Transfer to GF 704,319.00 704,319.00 469,546.00 58,693.25 66.67 234,773.00 Subtotal object ‐ 07 875,740.00 (171,421.00) 704,319.00 469,546.00 58,693.25 66.67 234,773.00 Program number: 2 WATER 11,800,546.00 105,173.80 11,905,719.80 7,726,942.66 1,132,268.53 159,214.77 64.90 4,019,562.37 Program number: 3 WASTEWATER 200‐5110‐50‐03 Salaries & Wages 622,570.00 622,570.00 287,705.10 29,138.22 46.21 334,864.90 200‐5115‐50‐03 Salaries ‐ Overtime 30,700.00 30,700.00 22,301.13 1,813.26 72.64 8,398.87 200‐5126‐50‐03 Salaries‐Vacation Buy‐Out 2,413.00 2,413.00 1,206.40 50.00 1,206.60 200‐5140‐50‐03 Salaries ‐ Longevity Pay 2,020.00 2,020.00 1,660.00 82.18 360.00 48Page 61Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 200‐5143‐50‐03 Cell Phone Allowance 720.00 720.00 ‐ 720.00 200‐5145‐50‐03 Social Security Expense 40,512.00 40,512.00 18,513.95 1,849.19 45.70 21,998.05 200‐5150‐50‐03 Medicare Expense 9,475.00 9,475.00 4,329.88 432.48 45.70 5,145.12 200‐5155‐50‐03 SUTA Expense 2,106.00 2,106.00 1,574.41 42.96 74.76 531.59 200‐5160‐50‐03 Health Insurance 123,111.00 123,111.00 56,392.19 4,820.40 45.81 66,718.81 200‐5162‐50‐03 HSA Expense 9,750.00 9,750.00 1,875.00 19.23 7,875.00 200‐5165‐50‐03 Dental Insurance 5,660.00 5,660.00 2,355.25 231.90 41.61 3,304.75 200‐5170‐50‐03 Life Insurance/AD&D 1,612.00 1,612.00 750.40 75.04 46.55 861.60 200‐5175‐50‐03 Liability (TML)/Workers' Comp 18,405.00 18,405.00 8,606.87 787.31 46.76 9,798.13 200‐5180‐50‐03 TMRS Expense 89,721.00 89,721.00 42,839.73 4,268.45 47.75 46,881.27 200‐5185‐50‐03 Long/Short Term Disability 1,183.00 1,183.00 484.39 48.98 40.95 698.61 200‐5186‐50‐03 WELLE‐Wellness Prog Reimb‐Empl 2,250.00 2,250.00 938.28 114.16 41.70 1,311.72 Subtotal object ‐ 05 962,208.00 962,208.00 451,532.98 43,622.35 46.93 510,675.02 200‐5210‐50‐03 Office Supplies 2,400.00 2,400.00 248.24 99.98 10.34 2,151.76 200‐5212‐50‐03 Building Supplies 1,400.00 1,400.00 1,197.49 546.13 85.54 202.51 200‐5220‐50‐03 Office Equipment 1,000.00 1,000.00 1,189.06 1,056.11 118.91 (189.06) 200‐5230‐50‐03 Dues,Fees,& Subscriptions 19,800.00 19,800.00 370.00 1.87 19,430.00 200‐5240‐50‐03 Postage and Delivery 100.00 100.00 1.02 1.02 98.98 200‐5280‐50‐03 Printing and Reproduction 300.00 300.00 ‐ 300.00 Subtotal object ‐ 05 25,000.00 25,000.00 3,005.81 1,702.22 12.02 21,994.19 200‐5310‐50‐03 Rental Expense 41,000.00 41,000.00 417.45 417.45 1.02 40,582.55 200‐5340‐50‐03 Building Repairs 1,200.00 1,200.00 275.86 22.99 924.14 200‐5350‐50‐03 Vehicle Expense 21,000.00 21,000.00 12,062.32 2,258.89 57.44 8,937.68 200‐5351‐50‐03 Equipment Expense/Repair 10,000.00 10,000.00 19,114.37 2,562.59 2,493.00 191.14 (11,607.37) 200‐5352‐50‐03 Fuel 16,000.00 16,000.00 9,018.57 1,439.91 56.37 6,981.43 200‐5353‐50‐03 Oil/Grease/Inspections 1,000.00 1,000.00 80.00 40.00 8.00 920.00 Subtotal object ‐ 05 90,200.00 90,200.00 40,968.57 6,718.84 2,493.00 45.42 46,738.43 200‐5400‐50‐03 Uniform Expense 12,850.00 12,850.00 9,316.79 2,679.43 72.50 3,533.21 200‐5410‐50‐03 Professional Services 6,822.00 2,175.50 ‐ (8,997.50) 200‐5419‐50‐03 IT Licenses 16,095.00 16,095.00 2,620.62 16.28 13,474.38 200‐5430‐50‐03 Legal Fees 300.00 300.00 ‐ 300.00 200‐5480‐50‐03 Contracted Services 325,700.00 3,813.50 329,513.50 3,728.35 48,705.05 1.13 277,080.10 Subtotal object ‐ 05 354,945.00 3,813.50 358,758.50 22,487.76 2,679.43 50,880.55 6.27 285,390.19 200‐5520‐50‐03 Telephones 3,800.00 3,800.00 2,191.08 1,188.93 57.66 1,608.92 200‐5523‐50‐03 Water/Sewer Charges 1,000.00 1,000.00 497.34 69.00 49.73 502.66 200‐5524‐50‐03 Gas 600.00 600.00 1,617.38 269.56 (1,017.38) 200‐5525‐50‐03 Electricity 50,300.00 50,300.00 25,196.31 3,760.13 50.09 25,103.69 200‐5526‐50‐03 Data Network 900.00 900.00 722.04 113.97 80.23 177.96 200‐5530‐50‐03 Travel 200.00 200.00 ‐ 200.00 200‐5533‐50‐03 Mileage Expense 200.00 200.00 ‐ 200.00 200‐5536‐50‐03 Training/Seminars 13,200.00 13,200.00 5,014.00 3,869.00 37.99 8,186.00 200‐5560‐50‐03 Sewer Management Fees 3,571,097.00 3,571,097.00 1,799,899.32 215,616.62 50.40 1,771,197.68 Subtotal object ‐ 05 3,641,297.00 3,641,297.00 1,835,137.47 224,617.65 50.40 1,806,159.53 200‐5600‐50‐03 SPECIAL EVENTS 5,000.00 5,000.00 228.53 228.53 4.57 4,771.47 200‐5620‐50‐03 Tools & Equipment 9,000.00 9,000.00 5,070.22 767.73 56.34 3,929.78 200‐5630‐50‐03 Safety Equipment 11,500.00 11,500.00 4,609.12 189.99 40.08 6,890.88 200‐5650‐50‐03 Maintenance Materials 10,000.00 10,000.00 92.21 51.80 0.92 9,907.79 200‐5660‐50‐03 Chemical Supplies 123,000.00 123,000.00 95,586.40 14,912.80 3,332.00 77.71 24,081.60 200‐5670‐50‐03 System Improvements 140,000.00 140,000.00 9,764.55 176.13 6.98 130,235.45 200‐5680‐50‐03 Lift Station Expense 100,000.00 100,000.00 48,825.16 2,098.77 5,245.72 48.83 45,929.12 Subtotal object ‐ 05 398,500.00 398,500.00 164,176.19 18,425.75 8,577.72 41.20 225,746.09 49Page 62Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 200‐5970‐50‐03 VERF Charges for Services 94,439.00 94,439.00 ‐ 94,439.00 Subtotal object ‐ 05 94,439.00 94,439.00 ‐ 94,439.00 200‐6110‐50‐03 CAPITAL EXPENDITURE 50,000.00 50,000.00 8,715.00 ‐ 41,285.00 200‐6140‐50‐03 Capital Expense‐Equipment 37,850.00 37,850.00 34,585.62 5,272.50 91.38 (2,008.12) Subtotal object ‐ 06 87,850.00 87,850.00 34,585.62 13,987.50 39.37 39,276.88 200‐7145‐50‐03 Transfer to VERF 94,439.00 (94,439.00) ‐ 200‐7147‐50‐03 Transfer to GF 223,957.00 223,957.00 149,304.64 18,663.08 66.67 74,652.36 Subtotal object ‐ 07 318,396.00 (94,439.00) 223,957.00 149,304.64 18,663.08 66.67 74,652.36 Program number: 3 WASTEWATER 5,878,396.00 3,813.50 5,882,209.50 2,701,199.04 316,429.32 75,938.77 45.92 3,105,071.69 Program number: 98 CONSTRUCTION INSPECTIONS 200‐5110‐50‐98 Salaries & Wages 228,680.00 228,680.00 133,491.75 17,232.80 58.38 95,188.25 200‐5115‐50‐98 Salaries ‐ Overtime 15,000.00 15,000.00 5,676.42 70.65 37.84 9,323.58 200‐5140‐50‐98 Salaries ‐ Longevity 585.00 585.00 540.00 92.31 45.00 200‐5145‐50‐98 Social Security Expense 15,145.00 15,145.00 7,897.20 965.26 52.14 7,247.80 200‐5150‐50‐98 Medicare Expense 3,542.00 3,542.00 1,846.92 225.75 52.14 1,695.08 200‐5155‐50‐98 SUTA Expense 648.00 648.00 576.00 88.89 72.00 200‐5160‐50‐98 Health Insurance 38,592.00 38,592.00 29,780.70 3,720.72 77.17 8,811.30 200‐5165‐50‐98 Dental Insurance 1,783.00 1,783.00 1,046.12 142.30 58.67 736.88 200‐5170‐50‐98 Life Insurance/ADD 451.00 451.00 272.02 37.52 60.32 178.98 200‐5175‐50‐98 Liability (TML)/Workers Comp 7,738.00 7,738.00 1,858.42 239.78 24.02 5,879.58 200‐5180‐50‐98 TMRS Expense 33,562.00 33,562.00 19,220.11 2,395.35 57.27 14,341.89 200‐5185‐50‐98 Long/Short Term Disability 435.00 435.00 237.61 32.75 54.62 197.39 200‐5186‐50‐98 WELLE‐Wellness Prog Reimb Empl 2,400.00 2,400.00 950.00 130.00 39.58 1,450.00 Subtotal object ‐ 05 348,561.00 348,561.00 203,393.27 25,192.88 58.35 145,167.73 200‐5210‐50‐98 Office Supplies 400.00 400.00 320.76 73.68 80.19 79.24 200‐5220‐50‐98 Office Equipment 1,000.00 1,000.00 ‐ 1,000.00 200‐5230‐50‐98 Dues, Fees, & Subscriptions 400.00 400.00 90.00 22.50 310.00 200‐5280‐50‐98 Printing and Reproduction 66.87 ‐ (66.87) 200‐5290‐50‐98 Other Charges and Services 33.98 ‐ (33.98) Subtotal object ‐ 05 1,800.00 1,800.00 511.61 73.68 28.42 1,288.39 200‐5330‐50‐98 Copier Expense 720.00 720.00 ‐ 720.00 200‐5350‐50‐98 Vehicle Expense 3,500.00 3,500.00 3,267.85 343.56 93.37 232.15 200‐5352‐50‐98 Fuel 5,600.00 5,600.00 2,968.21 601.57 53.00 2,631.79 200‐5353‐50‐98 Oil/Grease/Inspections 100.00 100.00 ‐ 100.00 Subtotal object ‐ 05 9,920.00 9,920.00 6,236.06 945.13 62.86 3,683.94 200‐5400‐50‐98 Uniform Expense 3,200.00 3,200.00 1,494.70 46.71 1,705.30 200‐5480‐50‐98 Contracted Services 25,000.00 25,000.00 ‐ 25,000.00 Subtotal object ‐ 05 28,200.00 28,200.00 1,494.70 5.30 26,705.30 200‐5520‐50‐98 Telephones 2,500.00 2,500.00 1,296.34 715.46 51.85 1,203.66 200‐5526‐50‐98 Data Network 2,000.00 2,000.00 609.95 142.96 30.50 1,390.05 200‐5530‐50‐98 Travel 200.00 200.00 ‐ 200.00 200‐5536‐50‐98 Training/Seminars 1,600.00 1,600.00 848.00 848.00 53.00 752.00 Subtotal object ‐ 05 6,300.00 6,300.00 2,754.29 1,706.42 43.72 3,545.71 200‐5620‐50‐98 Tools & Equipment 1,000.00 1,000.00 343.19 34.32 656.81 200‐5630‐50‐98 Safety Equipment 2,000.00 2,000.00 638.97 31.95 1,361.03 Subtotal object ‐ 05 3,000.00 3,000.00 982.16 32.74 2,017.84 200‐5930‐50‐98 Damage Claims Expense 8,860.62 ‐ (8,860.62) 200‐5970‐50‐98 VERF Charges for Services 15,250.00 15,250.00 ‐ 15,250.00 Subtotal object ‐ 05 15,250.00 15,250.00 8,860.62 58.10 6,389.38 200‐7145‐50‐98 Transfer to VERF 15,250.00 (15,250.00) ‐ Subtotal object ‐ 07 15,250.00 (15,250.00) ‐ 50Page 63Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Program number: 98 CONSTRUCTION INSPECTIONS 413,031.00 413,031.00 224,232.71 27,918.11 54.29 188,798.29 Department number: 50 PUBLIC WORKS 18,091,973.00 108,987.30 18,200,960.30 10,652,374.41 1,476,615.96 235,153.54 58.53 7,313,432.35 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 24,408,888.00 184,242.30 24,593,130.30 14,238,242.37 1,696,469.76 267,633.54 57.90 10,087,254.39 Fund number: 200 WATER/SEWER (95,805.00) 184,242.30 88,437.30 (1,321,631.43) (185,928.01) 267,633.54 1,142,435.19 Fund number: 300 INTEREST AND SINKING 300‐4105‐10‐00 Property Taxes ‐Delinquent (69,981.24) (2.28) ‐ 69,981.24 300‐4110‐10‐00 Property Taxes ‐Current (7,549,503.00) (7,549,503.00) (7,545,654.65) (77,772.34) 99.95 (3,848.35) 300‐4115‐10‐00 Taxes ‐Penalties (25,049.04) (1,524.60) ‐ 25,049.04 Subtotal object ‐ 04 (7,549,503.00) (7,549,503.00) (7,640,684.93) (79,299.22) 101.21 91,181.93 300‐4610‐10‐00 Interest Income (45,000.00) (45,000.00) (22,782.95) (1,333.69) 50.63 (22,217.05) Subtotal object ‐ 04 (45,000.00) (45,000.00) (22,782.95) (1,333.69) 50.63 (22,217.05) Program number: DEFAULT PROGRAM (7,594,503.00) (7,594,503.00) (7,663,467.88) (80,632.91) 100.91 68,964.88 Department number: 10 ADMINISTRATION (7,594,503.00) (7,594,503.00) (7,663,467.88) (80,632.91) 100.91 68,964.88 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (7,594,503.00) (7,594,503.00) (7,663,467.88) (80,632.91) 100.91 68,964.88 300‐6186‐10‐00 2013 GO Ref Bond 170,000.00 170,000.00 ‐ 170,000.00 300‐6189‐10‐00 2012 GO TX Bond Payment 195,000.00 195,000.00 195,000.00 100.00 Subtotal object ‐ 06 365,000.00 365,000.00 195,000.00 53.43 170,000.00 300‐6200‐10‐00 Bond Administrative Fees 20,000.00 20,000.00 440.00 440.00 2.20 19,560.00 300‐6201‐10‐00 2014 GO Debt payment 285,000.00 285,000.00 ‐ 285,000.00 300‐6203‐10‐00 2015 GO Debt Payment 463,700.00 463,700.00 463,700.00 100.00 300‐6204‐10‐00 2015 CO Debt Payment 440,000.00 440,000.00 440,000.00 100.00 300‐6205‐10‐00 2016 GO Debt Payment 625,500.00 625,500.00 625,500.00 100.00 300‐6206‐10‐00 2016 CO Debt Payment 55,000.00 55,000.00 55,000.00 100.00 300‐6207‐10‐00 2017 CO Bond Payment 410,000.00 410,000.00 410,000.00 100.00 300‐6209‐10‐00 2018 GO Bond Payment 135,000.00 135,000.00 135,000.00 100.00 300‐6210‐10‐00 2018 CO Bond Payment 175,000.00 175,000.00 175,000.00 100.00 300‐6211‐10‐00 2019 CO Debt Payment 366,177.00 366,177.00 366,177.00 100.00 300‐6212‐10‐00 2019 GO Debt Payment 150,000.00 150,000.00 150,000.00 100.00 300‐6213‐10‐00 2020 CO Debt Payment 805,000.00 805,000.00 805,000.00 100.00 300‐6299‐10‐00 Bond Interest Expense 3,404,364.00 3,404,364.00 1,717,247.69 50.44 1,687,116.31 Subtotal object ‐ 06 7,334,741.00 7,334,741.00 5,343,064.69 440.00 72.85 1,991,676.31 Program number: DEFAULT PROGRAM 7,699,741.00 7,699,741.00 5,538,064.69 440.00 71.93 2,161,676.31 Department number: 10 ADMINISTRATION 7,699,741.00 7,699,741.00 5,538,064.69 440.00 71.93 2,161,676.31 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 7,699,741.00 7,699,741.00 5,538,064.69 440.00 71.93 2,161,676.31 Fund number: 300 INTEREST AND SINKING 105,238.00 105,238.00 (2,125,403.19) (80,192.91) 2,230,641.19 Fund number: 410 VEHICLE/EQUIPMENT REPLACEMENT 410‐4100‐10‐99 Charges for Services (1,478,505.00) (1,478,505.00) (810,245.00) (99,759.50) 54.80 (668,260.00) Subtotal object ‐ 04 (1,478,505.00) (1,478,505.00) (810,245.00) (99,759.50) 54.80 (668,260.00) 410‐4610‐10‐99 Interest (20,000.00) (20,000.00) (18,830.93) (1,152.04) 94.16 (1,169.07) Subtotal object ‐ 04 (20,000.00) (20,000.00) (18,830.93) (1,152.04) 94.16 (1,169.07) 410‐4910‐10‐99 Other Reimbursements (139,000.00) (139,000.00) (98,921.89) 71.17 (40,078.11) 410‐4995‐10‐99 Transfer In (1,478,505.00) 1,478,505.00 ‐ Subtotal object ‐ 04 (1,617,505.00) 1,478,505.00 (139,000.00) (98,921.89) 71.17 (40,078.11) Program number: 99 NON‐DEPARTMENTAL (1,637,505.00) (1,637,505.00) (927,997.82) (100,911.54) 56.67 (709,507.18) Department number: 10 ADMINISTRATION (1,637,505.00) (1,637,505.00) (927,997.82) (100,911.54) 56.67 (709,507.18) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (1,637,505.00) (1,637,505.00) (927,997.82) (100,911.54) 56.67 (709,507.18) 410‐5220‐10‐03 Office Equipment 2,000.00 2,000.00 774.18 38.71 1,225.82 Subtotal object ‐ 05 2,000.00 2,000.00 774.18 38.71 1,225.82 Program number: 3 FINANCE 2,000.00 2,000.00 774.18 38.71 1,225.82 410‐5220‐10‐04 Office Equipment 2,000.00 2,000.00 2,118.23 105.91 (118.23) 51Page 64Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 05 2,000.00 2,000.00 2,118.23 105.91 (118.23) Program number: 4 HUMAN RESOURCES 2,000.00 2,000.00 2,118.23 105.91 (118.23) 410‐5220‐10‐05 Office Equipment 15,300.00 15,300.00 9,764.47 63.82 5,535.53 Subtotal object ‐ 05 15,300.00 15,300.00 9,764.47 63.82 5,535.53 410‐6125‐10‐05 Capital‐Equipment (Technology) 45,000.00 45,000.00 ‐ 45,000.00 Subtotal object ‐ 06 45,000.00 45,000.00 ‐ 45,000.00 Program number: 5 IT 60,300.00 60,300.00 9,764.47 16.19 50,535.53 Department number: 10 ADMINISTRATION 64,300.00 64,300.00 12,656.88 19.68 51,643.12 410‐5220‐20‐01 Office Equipment 7,400.00 7,400.00 ‐ 7,400.00 Subtotal object ‐ 05 7,400.00 7,400.00 ‐ 7,400.00 410‐5350‐20‐01 Vehicle Expense 13,046.12 800.00 ‐ (13,846.12) Subtotal object ‐ 05 13,046.12 800.00 ‐ (13,846.12) 410‐6160‐20‐01 Capital‐Vehicles 317,190.00 317,190.00 317,620.00 100.14 (430.00) Subtotal object ‐ 06 317,190.00 317,190.00 317,620.00 100.14 (430.00) Program number: 1 OPERATIONS 324,590.00 324,590.00 330,666.12 800.00 101.87 (6,876.12) Department number: 20 POLICE 324,590.00 324,590.00 330,666.12 800.00 101.87 (6,876.12) 410‐5220‐30‐01 Office Equipment 6,300.00 6,300.00 4,645.08 73.73 1,654.92 Subtotal object ‐ 05 6,300.00 6,300.00 4,645.08 73.73 1,654.92 410‐6160‐30‐01 Capital‐Vehicles 307,600.00 307,600.00 309,744.76 ‐ (2,144.76) Subtotal object ‐ 06 307,600.00 307,600.00 309,744.76 ‐ (2,144.76) Program number: 1 OPERATIONS 313,900.00 313,900.00 4,645.08 309,744.76 1.48 (489.84) 410‐5220‐30‐05 Office Equipment 4,800.00 4,800.00 4,236.46 88.26 563.54 Subtotal object ‐ 05 4,800.00 4,800.00 4,236.46 88.26 563.54 Program number: 5 MARSHAL 4,800.00 4,800.00 4,236.46 88.26 563.54 Department number: 30 FIRE 318,700.00 318,700.00 8,881.54 309,744.76 2.79 73.70 410‐5220‐40‐01 Office Equipment 1,820.00 1,820.00 1,781.25 97.87 38.75 Subtotal object ‐ 05 1,820.00 1,820.00 1,781.25 97.87 38.75 410‐6160‐40‐01 Capital‐Vehicles 25,850.00 25,850.00 22,864.45 2,743.90 88.45 241.65 Subtotal object ‐ 06 25,850.00 25,850.00 22,864.45 2,743.90 88.45 241.65 Program number: 1 INSPECTIONS 27,670.00 27,670.00 24,645.70 2,743.90 89.07 280.40 410‐5220‐40‐03 Office Equipment 2,000.00 2,000.00 1,781.25 89.06 218.75 Subtotal object ‐ 05 2,000.00 2,000.00 1,781.25 89.06 218.75 Program number: 3 PLANNING 2,000.00 2,000.00 1,781.25 89.06 218.75 Department number: 40 DEVELOPMENT SERVICES 29,670.00 29,670.00 26,426.95 2,743.90 89.07 499.15 410‐6140‐50‐02 Capital‐Equipment 217,259.00 217,259.00 26,963.96 ‐ 190,295.04 410‐6160‐50‐02 Capital‐Vehicles 87,726.00 87,726.00 34,505.90 52,065.55 39.33 1,154.55 Subtotal object ‐ 06 304,985.00 304,985.00 34,505.90 79,029.51 11.31 191,449.59 Program number: 2 WATER 304,985.00 304,985.00 34,505.90 79,029.51 11.31 191,449.59 410‐6160‐50‐03 Capital‐Vehicles 57,305.00 57,305.00 51,975.50 ‐ 5,329.50 Subtotal object ‐ 06 57,305.00 57,305.00 51,975.50 ‐ 5,329.50 Program number: 3 WASTEWATER 57,305.00 57,305.00 51,975.50 ‐ 5,329.50 410‐5350‐50‐98 Vehicle Expense 110.00 ‐ (110.00) Subtotal object ‐ 05 110.00 ‐ (110.00) 410‐6160‐50‐98 Capital Expense ‐ vehicles 37,610.00 37,610.00 36,269.50 96.44 1,340.50 Subtotal object ‐ 06 37,610.00 37,610.00 36,269.50 96.44 1,340.50 Program number: 98 CONSTRUCTION INSPECTIONS 37,610.00 37,610.00 36,379.50 96.73 1,230.50 Department number: 50 PUBLIC WORKS 399,900.00 399,900.00 70,885.40 131,005.01 17.73 198,009.59 410‐5220‐60‐01 Office Equipment 2,000.00 2,000.00 1,781.25 89.06 218.75 Subtotal object ‐ 05 2,000.00 2,000.00 1,781.25 89.06 218.75 Program number: 1 PARK ADMINISTRATION 2,000.00 2,000.00 1,781.25 89.06 218.75 410‐5220‐60‐02 OFFICE EQUIPMENT 460.00 460.00 ‐ 460.00 52Page 65Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 05 460.00 460.00 ‐ 460.00 410‐5350‐60‐02 Vehicle Expense 110.00 ‐ (110.00) Subtotal object ‐ 05 110.00 ‐ (110.00) 410‐6140‐60‐02 CAPITAL EXPENSE‐EQUIPMENT 219,300.00 219,300.00 98,444.96 98,108.22 44.89 22,746.82 410‐6160‐60‐02 Capital‐vehicles 28,665.00 28,665.00 26,132.23 2,497.57 91.16 35.20 Subtotal object ‐ 06 247,965.00 247,965.00 124,577.19 100,605.79 50.24 22,782.02 Program number: 2 PARK OPERATIONS 248,425.00 248,425.00 124,687.19 100,605.79 50.19 23,132.02 410‐5220‐60‐05 Office Equipment 4,000.00 4,000.00 ‐ 4,000.00 Subtotal object ‐ 05 4,000.00 4,000.00 ‐ 4,000.00 Program number: 5 LIBRARY 4,000.00 4,000.00 ‐ 4,000.00 Department number: 60 COMMUNITY SERVICES 254,425.00 254,425.00 126,468.44 100,605.79 49.71 27,350.77 410‐5220‐98‐01 Office Equipment 4,000.00 4,000.00 1,781.25 5,698.56 44.53 (3,479.81) Subtotal object ‐ 05 4,000.00 4,000.00 1,781.25 5,698.56 44.53 (3,479.81) Program number: 1 ENGINEERING 4,000.00 4,000.00 1,781.25 5,698.56 44.53 (3,479.81) 410‐5220‐98‐02 Office Equipment 2,000.00 2,000.00 1,781.25 89.06 218.75 Subtotal object ‐ 05 2,000.00 2,000.00 1,781.25 89.06 218.75 Program number: 2 STORM DRAINAGE 2,000.00 2,000.00 1,781.25 89.06 218.75 Department number: 98 ENGINEERING 6,000.00 6,000.00 3,562.50 5,698.56 59.38 (3,261.06) Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,397,585.00 1,397,585.00 579,547.83 550,598.02 41.47 267,439.15 Fund number: 410 VEHICLE/EQUIPMENT REPLACEMENT (239,920.00) (239,920.00) (348,449.99) (100,911.54) 550,598.02 145.24 (442,068.03) Fund number: 450 STORM DRAINAGE UTILITY FUND 450‐4001‐98‐02 Storm Drainage Utility Fee (705,000.00) (705,000.00) (482,088.26) (62,633.50) 68.38 (222,911.74) 450‐4002‐98‐02 Drainage Review Fee (6,000.00) (6,000.00) (2,395.00) 39.92 (3,605.00) Subtotal object ‐ 04 (711,000.00) (711,000.00) (484,483.26) (62,633.50) 68.14 (226,516.74) 450‐4610‐98‐02 Interest Storm Utility (4,200.00) (4,200.00) (2,865.24) (171.22) 68.22 (1,334.76) Subtotal object ‐ 04 (4,200.00) (4,200.00) (2,865.24) (171.22) 68.22 (1,334.76) Program number: 2 STORM DRAINAGE (715,200.00) (715,200.00) (487,348.50) (62,804.72) 68.14 (227,851.50) Department number: 98 ENGINEERING (715,200.00) (715,200.00) (487,348.50) (62,804.72) 68.14 (227,851.50) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (715,200.00) (715,200.00) (487,348.50) (62,804.72) 68.14 (227,851.50) 450‐5110‐98‐02 Salaries 117,808.00 117,808.00 73,358.95 9,022.06 62.27 44,449.05 450‐5115‐98‐02 Salaries‐Overtime 1,390.00 1,390.00 118.77 24.58 8.55 1,271.23 450‐5140‐98‐02 Salaries‐Longevity Pay 365.00 365.00 150.00 41.10 215.00 450‐5145‐98‐02 Social Security Expense 7,413.00 7,413.00 4,426.02 543.32 59.71 2,986.98 450‐5150‐98‐02 Medicare Expense 1,734.00 1,734.00 1,035.12 127.06 59.70 698.88 450‐5155‐98‐02 SUTA Expense 324.00 324.00 415.89 128.36 (91.89) 450‐5160‐98‐02 Health Insurance 19,296.00 19,296.00 11,368.66 1,280.50 58.92 7,927.34 450‐5162‐98‐02 HSA Expense 750.00 750.00 ‐ 750.00 450‐5165‐98‐02 Dental Expense 865.00 865.00 512.48 67.24 59.25 352.52 450‐5170‐98‐02 Life Insurance/AD&D 226.00 226.00 140.70 18.76 62.26 85.30 450‐5175‐98‐02 Liability (TML) Workers Comp 3,628.00 3,628.00 2,461.76 279.05 67.85 1,166.24 450‐5180‐98‐02 TMRS Expense 16,428.00 16,428.00 10,111.95 1,249.88 61.55 6,316.05 450‐5185‐98‐02 Long/Short Term Disability 224.00 224.00 126.42 17.14 56.44 97.58 450‐5186‐98‐02 WELLE‐Wellness Prog Reimb Empl 600.00 600.00 400.00 50.00 66.67 200.00 Subtotal object ‐ 05 171,051.00 171,051.00 104,626.72 12,679.59 61.17 66,424.28 450‐5210‐98‐02 Office Supplies 150.00 150.00 49.39 32.93 100.61 450‐5212‐98‐02 Building Supplies 200.00 200.00 ‐ 200.00 450‐5230‐98‐02 Dues, Fees, & Subscriptions 1,000.00 1,000.00 1,030.01 103.00 (30.01) 450‐5240‐98‐02 Postage and Delivery 36.84 1.53 ‐ (36.84) 450‐5280‐98‐02 Printing and Reproduction 540.00 540.00 ‐ 540.00 450‐5290‐98‐02 Other Charges and Services 21.02 ‐ (21.02) Subtotal object ‐ 05 1,890.00 1,890.00 1,137.26 1.53 60.17 752.74 53Page 66Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 450‐5310‐98‐02 Rental Expense 5,000.00 5,000.00 ‐ 5,000.00 450‐5340‐98‐02 Building Repairs 200.00 200.00 ‐ 200.00 450‐5350‐98‐02 Vehicle Expense 1,100.00 1,100.00 164.55 37.11 14.96 935.45 450‐5351‐98‐02 Equipment Expense/Repair 500.00 500.00 ‐ 500.00 450‐5352‐98‐02 Fuel 1,200.00 1,200.00 675.59 130.97 56.30 524.41 450‐5353‐98‐02 Oil/Grease/Inspections 200.00 200.00 ‐ 200.00 Subtotal object ‐ 05 8,200.00 8,200.00 840.14 168.08 10.25 7,359.86 450‐5400‐98‐02 Uniforms 2,100.00 2,100.00 941.62 44.84 1,158.38 450‐5410‐98‐02 Professional Services‐Storm Dr 500.00 500.00 1,417.50 ‐ (917.50) 450‐5410‐98‐02‐2003‐DR Prof Svcs Frontier Pk/Prest Lk 100,000.00 100,000.00 23,322.07 756.25 76,677.93 23.32 450‐5430‐98‐02 Legal Fees 500.00 500.00 ‐ 500.00 450‐5490‐98‐02 Drainage Review Expense 6,000.00 6,000.00 3,949.86 573.75 65.83 2,050.14 Subtotal object ‐ 05 9,100.00 100,000.00 109,100.00 28,213.55 1,330.00 78,095.43 25.86 2,791.02 450‐5520‐98‐02 Telephones 800.00 800.00 543.35 256.17 67.92 256.65 450‐5526‐98‐02 Data Network 460.00 460.00 265.97 113.97 57.82 194.03 450‐5533‐98‐02 Mileage Expense 100.00 100.00 ‐ 100.00 450‐5536‐98‐02 Training/Seminars 1,880.00 1,880.00 ‐ 1,880.00 Subtotal object ‐ 05 3,240.00 3,240.00 809.32 370.14 24.98 2,430.68 450‐5620‐98‐02 Tools & Equipment 1,000.00 1,000.00 ‐ 1,000.00 450‐5630‐98‐02 Safety Equipment 1,000.00 1,000.00 297.77 97.78 29.78 702.23 450‐5640‐98‐02 Signs & Hardware 200.00 200.00 ‐ 200.00 450‐5650‐98‐02 Maintenance Materials 2,070.00 2,070.00 ‐ 2,070.00 Subtotal object ‐ 05 4,270.00 4,270.00 297.77 97.78 6.97 3,972.23 450‐5970‐98‐02 VERF Charges for Services 6,083.00 6,083.00 4,055.36 506.92 66.67 2,027.64 Subtotal object ‐ 05 6,083.00 6,083.00 4,055.36 506.92 66.67 2,027.64 450‐6193‐98‐02 2012 CO Bond Payment 62,050.00 62,050.00 62,050.00 100.00 Subtotal object ‐ 06 62,050.00 62,050.00 62,050.00 100.00 450‐6205‐98‐02 2016 CO Bond Payment 50,000.00 50,000.00 50,000.00 100.00 450‐6208‐98‐02 2017 CO Bond Payment 35,000.00 35,000.00 35,000.00 100.00 450‐6299‐98‐02 Bond Interest Expense 98,542.00 98,542.00 54,711.25 55.52 43,830.75 Subtotal object ‐ 06 183,542.00 183,542.00 139,711.25 76.12 43,830.75 450‐7145‐98‐02 Transfer to VERF 6,083.00 (6,083.00) ‐ 450‐7147‐98‐02 Transfer to GF 98,843.00 98,843.00 65,895.36 8,236.92 66.67 32,947.64 Subtotal object ‐ 07 104,926.00 (6,083.00) 98,843.00 65,895.36 8,236.92 66.67 32,947.64 Program number: 2 STORM DRAINAGE 548,269.00 100,000.00 648,269.00 407,636.73 23,390.96 78,095.43 62.88 162,536.84 Department number: 98 ENGINEERING 548,269.00 100,000.00 648,269.00 407,636.73 23,390.96 78,095.43 62.88 162,536.84 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 548,269.00 100,000.00 648,269.00 407,636.73 23,390.96 78,095.43 62.88 162,536.84 Fund number: 450 STORM DRAINAGE UTILITY FUND (166,931.00) 100,000.00 (66,931.00) (79,711.77) (39,413.76) 78,095.43 119.10 (65,314.66) Fund number: 570 COURT TECHNOLOGY 570‐4537‐10‐00 Court Technology Revenue (8,200.00) (8,200.00) (4,524.00) (584.00) 55.17 (3,676.00) Subtotal object ‐ 04 (8,200.00) (8,200.00) (4,524.00) (584.00) 55.17 (3,676.00) 570‐4610‐10‐00 Interest (150.00) (150.00) (91.03) (6.13) 60.69 (58.97) Subtotal object ‐ 04 (150.00) (150.00) (91.03) (6.13) 60.69 (58.97) Program number: DEFAULT PROGRAM (8,350.00) (8,350.00) (4,615.03) (590.13) 55.27 (3,734.97) Department number: 10 ADMINISTRATION (8,350.00) (8,350.00) (4,615.03) (590.13) 55.27 (3,734.97) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (8,350.00) (8,350.00) (4,615.03) (590.13) 55.27 (3,734.97) 570‐5203‐10‐00 Court Technology Expense 25,700.00 25,700.00 22,155.00 ‐ 3,545.00 Subtotal object ‐ 05 25,700.00 25,700.00 22,155.00 ‐ 3,545.00 Program number: DEFAULT PROGRAM 25,700.00 25,700.00 22,155.00 ‐ 3,545.00 Department number: 10 ADMINISTRATION 25,700.00 25,700.00 22,155.00 ‐ 3,545.00 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 25,700.00 25,700.00 22,155.00 ‐ 3,545.00 54Page 67Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Fund number: 570 COURT TECHNOLOGY 17,350.00 17,350.00 (4,615.03) (590.13) 22,155.00 (26.60) (189.97) Fund number: 575 MUNICIPAL JURY FUND 575‐4539‐10‐00 Municipal Jury Revenue (97.50) (12.30) ‐ 97.50 Subtotal object ‐ 04 (97.50) (12.30) ‐ 97.50 Program number: DEFAULT PROGRAM (97.50) (12.30) ‐ 97.50 Department number: 10 ADMINISTRATION (97.50) (12.30) ‐ 97.50 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (97.50) (12.30) ‐ 97.50 Fund number: 575 MUNICIPAL JURY FUND (97.50) (12.30) ‐ 97.50 Fund number: 580 COURT SECURITY 580‐4536‐10‐00 Court Security Revenue (7,000.00) (7,000.00) (5,245.50) (671.70) 74.94 (1,754.50) Subtotal object ‐ 04 (7,000.00) (7,000.00) (5,245.50) (671.70) 74.94 (1,754.50) 580‐4610‐10‐00 Interest (250.00) (250.00) (175.01) (10.95) 70.00 (74.99) Subtotal object ‐ 04 (250.00) (250.00) (175.01) (10.95) 70.00 (74.99) Program number: DEFAULT PROGRAM (7,250.00) (7,250.00) (5,420.51) (682.65) 74.77 (1,829.49) Department number: 10 ADMINISTRATION (7,250.00) (7,250.00) (5,420.51) (682.65) 74.77 (1,829.49) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (7,250.00) (7,250.00) (5,420.51) (682.65) 74.77 (1,829.49) 580‐5110‐10‐00 Salaries & Wages Payable 12,792.00 (12,792.00) ‐ 580‐5145‐10‐00 Social Security Expense 794.00 794.00 ‐ 794.00 580‐5150‐10‐00 Medicare Expense 186.00 186.00 ‐ 186.00 580‐5155‐10‐00 SUTA expense 162.00 162.00 ‐ 162.00 580‐5175‐10‐00 Workers Comp 334.00 334.00 ‐ 334.00 Subtotal object ‐ 05 14,268.00 (12,792.00) 1,476.00 ‐ 1,476.00 580‐5204‐10‐00 Court Security Expense 2,000.00 2,000.00 ‐ 2,000.00 580‐5220‐10‐00 Office Equipment 12,792.00 12,792.00 10,249.13 ‐ 2,542.87 580‐5230‐10‐00 Dues, Fees and Subscriptions 60.00 60.00 ‐ 60.00 Subtotal object ‐ 05 2,060.00 12,792.00 14,852.00 10,249.13 ‐ 4,602.87 580‐5400‐10‐00 Uniform Expense 1,200.00 270.00 1,470.00 530.28 530.28 36.07 939.72 Subtotal object ‐ 05 1,200.00 270.00 1,470.00 530.28 530.28 36.07 939.72 580‐5536‐10‐00 Training/Seminars 1,000.00 (270.00) 730.00 30.00 4.11 700.00 Subtotal object ‐ 05 1,000.00 (270.00) 730.00 30.00 4.11 700.00 Program number: DEFAULT PROGRAM 18,528.00 18,528.00 560.28 530.28 10,249.13 3.02 7,718.59 Department number: 10 ADMINISTRATION 18,528.00 18,528.00 560.28 530.28 10,249.13 3.02 7,718.59 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 18,528.00 18,528.00 560.28 530.28 10,249.13 3.02 7,718.59 Fund number: 580 COURT SECURITY 11,278.00 11,278.00 (4,860.23) (152.37) 10,249.13 (43.10) 5,889.10 Fund number: 590 ESCROW 590‐4915‐10‐00 Escrow Income (341,477.07) (20,450.00) ‐ 341,477.07 Subtotal object ‐ 04 (341,477.07) (20,450.00) ‐ 341,477.07 Program number: DEFAULT PROGRAM (341,477.07) (20,450.00) ‐ 341,477.07 Department number: 10 ADMINISTRATION (341,477.07) (20,450.00) ‐ 341,477.07 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (341,477.07) (20,450.00) ‐ 341,477.07 590‐7144‐10‐00 Transfer to CIP 341,477.07 20,450.00 ‐ (341,477.07) Subtotal object ‐ 07 341,477.07 20,450.00 ‐ (341,477.07) Program number: DEFAULT PROGRAM 341,477.07 20,450.00 ‐ (341,477.07) Department number: 10 ADMINISTRATION 341,477.07 20,450.00 ‐ (341,477.07) Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 341,477.07 20,450.00 ‐ (341,477.07) Fund number: 590 ESCROW ‐ Fund number: 610 PARK DEDICATION FEE FUND 610‐4045‐60‐00 Park Dedication‐Fees (200,000.00) (200,000.00) ‐ (200,000.00) Subtotal object ‐ 04 (200,000.00) (200,000.00) ‐ (200,000.00) 610‐4610‐60‐00 Interest Income (8,000.00) (8,000.00) (8,265.25) (532.36) 103.32 265.25 55Page 68Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 04 (8,000.00) (8,000.00) (8,265.25) (532.36) 103.32 265.25 610‐4995‐60‐00 Transfer In (392,216.90) ‐ 392,216.90 Subtotal object ‐ 04 (392,216.90) ‐ 392,216.90 Program number: DEFAULT PROGRAM (208,000.00) (208,000.00) (400,482.15) (532.36) 192.54 192,482.15 Department number: 60 PARK DEDICATION (208,000.00) (208,000.00) (400,482.15) (532.36) 192.54 192,482.15 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (208,000.00) (208,000.00) (400,482.15) (532.36) 192.54 192,482.15 610‐6610‐60‐00 CAPITAL PROJECT 250,000.00 250,000.00 ‐ 250,000.00 Subtotal object ‐ 06 250,000.00 250,000.00 ‐ 250,000.00 Program number: DEFAULT PROGRAM 250,000.00 250,000.00 ‐ 250,000.00 Department number: 60 PARK DEDICATION 250,000.00 250,000.00 ‐ 250,000.00 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 250,000.00 250,000.00 ‐ 250,000.00 Fund number: 610 PARK DEDICATION FEE FUND 42,000.00 42,000.00 (400,482.15) (532.36) 442,482.15 Fund number: 620 PARK IMPROVEMENT 620‐4055‐60‐00 Park Improvement (100,000.00) (100,000.00) (123,370.40) 123.37 23,370.40 Subtotal object ‐ 04 (100,000.00) (100,000.00) (123,370.40) 123.37 23,370.40 620‐4510‐60‐00 Grant Revenue (500,000.00) (500,000.00) (310,825.10) 62.17 (189,174.90) Subtotal object ‐ 04 (500,000.00) (500,000.00) (310,825.10) 62.17 (189,174.90) 620‐4610‐60‐00 Interest Income (7,500.00) (7,500.00) (5,485.19) (317.09) 73.14 (2,014.81) Subtotal object ‐ 04 (7,500.00) (7,500.00) (5,485.19) (317.09) 73.14 (2,014.81) Program number: DEFAULT PROGRAM (607,500.00) (607,500.00) (439,680.69) (317.09) 72.38 (167,819.31) Department number: 60 PARK IMPROVEMENT (607,500.00) (607,500.00) (439,680.69) (317.09) 72.38 (167,819.31) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (607,500.00) (607,500.00) (439,680.69) (317.09) 72.38 (167,819.31) 620‐5410‐60‐00‐1910‐PK Hike & Bike Master Plan 2,594.40 2,594.40 2,594.40 100.00 620‐5435‐60‐00‐1802‐PK Legal Filings‐Hays Park 218.40 ‐ (218.40) Subtotal object ‐ 05 2,594.40 2,594.40 2,812.80 108.42 (218.40) 620‐6610‐60‐00‐1801‐PK Cockrell Park Trail Connection 510,799.00 107,644.78 618,443.78 392,058.02 40,992.75 63.39 185,393.01 620‐6610‐60‐00‐1802‐PK Hays Park 395,455.91 28,073.57 423,529.48 86,851.00 72,806.00 316,249.24 20.51 20,429.24 620‐6610‐60‐00‐1911‐PK Pecan Grove H&B Trail 30,000.00 30,000.00 ‐ 30,000.00 620‐6610‐60‐00‐2015‐PK Pecan Grove Park 610,000.00 (35,000.00) 575,000.00 ‐ 575,000.00 Subtotal object ‐ 06 1,546,254.91 100,718.35 1,646,973.26 478,909.02 72,806.00 357,241.99 29.08 810,822.25 Program number: DEFAULT PROGRAM 1,546,254.91 103,312.75 1,649,567.66 481,721.82 72,806.00 357,241.99 29.20 810,603.85 Department number: 60 PARK IMPROVEMENT 1,546,254.91 103,312.75 1,649,567.66 481,721.82 72,806.00 357,241.99 29.20 810,603.85 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,546,254.91 103,312.75 1,649,567.66 481,721.82 72,806.00 357,241.99 29.20 810,603.85 Fund number: 620 PARK IMPROVEMENT 938,754.91 103,312.75 1,042,067.66 42,041.13 72,488.91 357,241.99 4.03 642,784.54 Fund number: 630 WATER IMPACT FEES 630‐4015‐50‐00 Impact Fees (2,500,000.00) (2,500,000.00) (3,907,200.00) (383,992.00) 156.29 1,407,200.00 Subtotal object ‐ 04 (2,500,000.00) (2,500,000.00) (3,907,200.00) (383,992.00) 156.29 1,407,200.00 630‐4615‐50‐00 Interest (12,000.00) (12,000.00) (30,797.91) (2,268.06) 256.65 18,797.91 Subtotal object ‐ 04 (12,000.00) (12,000.00) (30,797.91) (2,268.06) 256.65 18,797.91 Program number: DEFAULT PROGRAM (2,512,000.00) (2,512,000.00) (3,937,997.91) (386,260.06) 156.77 1,425,997.91 Department number: 50 IMPACT FEES (2,512,000.00) (2,512,000.00) (3,937,997.91) (386,260.06) 156.77 1,425,997.91 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (2,512,000.00) (2,512,000.00) (3,937,997.91) (386,260.06) 156.77 1,425,997.91 630‐5489‐50‐00‐8006‐DV Dev Agrmnt‐Parks @ Legacy 140,000.00 140,000.00 8,110.71 5.79 131,889.29 630‐5489‐50‐00‐8011‐DV Dev Agrment‐Star Trail 300,000.00 300,000.00 ‐ 300,000.00 630‐5489‐50‐00‐8012‐DV Dev Agrmnt‐TVG Windsong 400,000.00 400,000.00 84,536.00 21.13 315,464.00 630‐5489‐50‐00‐8016‐DV Dev Agrmnt Victory at Frontier 40,499.00 40,499.00 ‐ (40,499.00) Subtotal object ‐ 05 840,000.00 840,000.00 133,145.71 40,499.00 15.85 706,854.29 630‐6610‐50‐00‐1715‐WA County Line Elevated Storage 244.02 244.02 244.02 100.00 630‐6610‐50‐00‐1716‐WA 24 WL Conn. Cnty Line EST/DNT 54,418.72 54,418.72 54,418.72 ‐ 630‐6610‐50‐00‐1810‐WA Lower Pressure Plane Easements 1,000,000.00 1,000,000.00 ‐ 1,000,000.00 56Page 69Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 06 1,000,000.00 54,662.74 1,054,662.74 244.02 54,418.72 0.02 1,000,000.00 Program number: DEFAULT PROGRAM 1,840,000.00 54,662.74 1,894,662.74 133,389.73 40,499.00 54,418.72 7.04 1,706,854.29 Department number: 50 IMPACT FEES 1,840,000.00 54,662.74 1,894,662.74 133,389.73 40,499.00 54,418.72 7.04 1,706,854.29 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,840,000.00 54,662.74 1,894,662.74 133,389.73 40,499.00 54,418.72 7.04 1,706,854.29 Fund number: 630 WATER IMPACT FEES (672,000.00) 54,662.74 (617,337.26) (3,804,608.18) (345,761.06) 54,418.72 616.29 3,132,852.20 Fund number: 640 WASTEWATER IMPACT FEES 640‐4020‐50‐00 Impact Fees (850,000.00) (850,000.00) (2,048,928.00) (207,605.00) 241.05 1,198,928.00 Subtotal object ‐ 04 (850,000.00) (850,000.00) (2,048,928.00) (207,605.00) 241.05 1,198,928.00 640‐4620‐50‐00 Interest (12,000.00) (12,000.00) (18,451.13) (1,085.25) 153.76 6,451.13 Subtotal object ‐ 04 (12,000.00) (12,000.00) (18,451.13) (1,085.25) 153.76 6,451.13 640‐4905‐50‐00 Equity Fee (200,000.00) (200,000.00) (288,000.00) (26,500.00) 144.00 88,000.00 Subtotal object ‐ 04 (200,000.00) (200,000.00) (288,000.00) (26,500.00) 144.00 88,000.00 Program number: DEFAULT PROGRAM (1,062,000.00) (1,062,000.00) (2,355,379.13) (235,190.25) 221.79 1,293,379.13 Department number: 50 IMPACT FEES (1,062,000.00) (1,062,000.00) (2,355,379.13) (235,190.25) 221.79 1,293,379.13 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (1,062,000.00) (1,062,000.00) (2,355,379.13) (235,190.25) 221.79 1,293,379.13 640‐5410‐50‐00‐2013‐WW Doe Branch Int Design 500,000.00 (500,000.00) ‐ 640‐5410‐50‐00‐2103‐WW Doe Branch Parallel Int Design 500,000.00 500,000.00 ‐ 500,000.00 640‐5489‐50‐00‐1608‐DV LaCima #2 Developer Reimb 227,063.87 128,530.87 ‐ (227,063.87) 640‐5489‐50‐00‐8001‐DV Dev Agrmt TVG Westside Util 250,000.00 250,000.00 136,423.48 44,109.00 54.57 113,576.52 640‐5489‐50‐00‐8002‐DV Dev Agrmt Propser Partners 200,000.00 200,000.00 227,720.52 89,441.00 113.86 (27,720.52) 640‐5489‐50‐00‐8004‐DV Dev Agrmt Frontier Estates 50,000.00 50,000.00 12,635.50 3,073.50 25.27 37,364.50 640‐5489‐50‐00‐8005‐DV Dev Agrmnt LaCima 50,000.00 50,000.00 ‐ 50,000.00 640‐5489‐50‐00‐8008‐DV Dev Agrmnt Brookhollow 25,000.00 25,000.00 283,982.01 283,982.01 (258,982.01) 640‐5489‐50‐00‐8012‐DV Dev Agrmnt TVG Windsong 200,000.00 200,000.00 350,934.00 160,081.00 175.47 (150,934.00) 640‐5489‐50‐00‐8013‐DV Dev Agrmnt All Storage 15,000.00 15,000.00 27,090.00 180.60 (12,090.00) 640‐5489‐50‐00‐8014‐DV Dev Agrmnt Legacy Garden 100,000.00 100,000.00 12,977.00 11,611.00 12.98 87,023.00 Subtotal object ‐ 05 1,390,000.00 1,390,000.00 1,278,826.38 720,828.38 92.00 111,173.62 640‐6610‐50‐00‐2013‐WW Doe Branch Int Constr 1,000,000.00 (1,000,000.00) ‐ 640‐6610‐50‐00‐2103‐WW Doe Branch Parallel Int Constr 1,000,000.00 1,000,000.00 ‐ 1,000,000.00 Subtotal object ‐ 06 1,000,000.00 1,000,000.00 ‐ 1,000,000.00 Program number: DEFAULT PROGRAM 2,390,000.00 2,390,000.00 1,278,826.38 720,828.38 53.51 1,111,173.62 Department number: 50 IMPACT FEES 2,390,000.00 2,390,000.00 1,278,826.38 720,828.38 53.51 1,111,173.62 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 2,390,000.00 2,390,000.00 1,278,826.38 720,828.38 53.51 1,111,173.62 Fund number: 640 WASTEWATER IMPACT FEES 1,328,000.00 1,328,000.00 (1,076,552.75) 485,638.13 (81.07) 2,404,552.75 Fund number: 660 E THOROUGHFARE IMPACT FEES 660‐4040‐50‐00 East Thoroughfare Impact Fees (1,000,000.00) (1,000,000.00) (1,390,519.50) (112,976.00) 139.05 390,519.50 Subtotal object ‐ 04 (1,000,000.00) (1,000,000.00) (1,390,519.50) (112,976.00) 139.05 390,519.50 660‐4610‐50‐00 Interest (8,000.00) (8,000.00) (12,238.92) (770.39) 152.99 4,238.92 Subtotal object ‐ 04 (8,000.00) (8,000.00) (12,238.92) (770.39) 152.99 4,238.92 Program number: DEFAULT PROGRAM (1,008,000.00) (1,008,000.00) (1,402,758.42) (113,746.39) 139.16 394,758.42 Department number: 50 IMPACT FEES (1,008,000.00) (1,008,000.00) (1,402,758.42) (113,746.39) 139.16 394,758.42 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (1,008,000.00) (1,008,000.00) (1,402,758.42) (113,746.39) 139.16 394,758.42 660‐5489‐50‐00‐1938‐DV Reimb FM1461 (SH289‐CR165) 175,000.00 175,000.00 77,073.50 44.04 97,926.50 660‐5489‐50‐00‐8015‐DV Dev Agrmnt Tanners Mill 300,000.00 300,000.00 435,697.00 145.23 (135,697.00) Subtotal object ‐ 05 300,000.00 175,000.00 475,000.00 512,770.50 107.95 (37,770.50) 660‐6610‐50‐00‐1710‐ST Coit Road (First ‐ Frontier) 364,754.50 364,754.50 364,754.50 ‐ 660‐6610‐50‐00‐1938‐ST FM 1461 (SH289‐CR 165) 175,000.00 (175,000.00) ‐ 660‐6610‐50‐00‐2005‐TR Traffic Signal‐Coit & Richland 298,196.35 111,121.65 409,318.00 340,575.65 15,296.00 11,798.00 83.21 56,944.35 660‐6610‐50‐00‐2018‐PK Coleman Med Lndsc (Talon‐Vict) 350,000.00 350,000.00 13,910.00 13,910.00 16,065.00 3.97 320,025.00 Subtotal object ‐ 06 823,196.35 300,876.15 1,124,072.50 354,485.65 29,206.00 392,617.50 31.54 376,969.35 57Page 70Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Program number: DEFAULT PROGRAM 1,123,196.35 475,876.15 1,599,072.50 867,256.15 29,206.00 392,617.50 54.24 339,198.85 Department number: 50 IMPACT FEES 1,123,196.35 475,876.15 1,599,072.50 867,256.15 29,206.00 392,617.50 54.24 339,198.85 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,123,196.35 475,876.15 1,599,072.50 867,256.15 29,206.00 392,617.50 54.24 339,198.85 Fund number: 660 E THOROUGHFARE IMPACT FEES 115,196.35 475,876.15 591,072.50 (535,502.27) (84,540.39) 392,617.50 (90.60) 733,957.27 Fund number: 670 SPECIAL REVENUE‐DONATIONS 670‐4530‐10‐00 Police Donation Inc (13,500.00) (13,500.00) (9,465.60) (1,163.00) 70.12 (4,034.40) 670‐4531‐10‐00 Fire Donations (13,500.00) (13,500.00) (9,319.00) (1,185.00) 69.03 (4,181.00) 670‐4535‐10‐00 Child Safety Inc (10,000.00) (10,000.00) (6,739.12) (3,328.72) 67.39 (3,260.88) 670‐4550‐10‐00 LEOSE Revenue (3,111.38) ‐ 3,111.38 Subtotal object ‐ 04 (37,000.00) (37,000.00) (28,635.10) (5,676.72) 77.39 (8,364.90) 670‐4610‐10‐00 Interest Income (2,000.00) (2,000.00) (2,183.38) (187.21) 109.17 183.38 Subtotal object ‐ 04 (2,000.00) (2,000.00) (2,183.38) (187.21) 109.17 183.38 670‐4761‐10‐00 Tree Mitigation Revenue (221,875.00) (200,550.00) ‐ 221,875.00 Subtotal object ‐ 04 (221,875.00) (200,550.00) ‐ 221,875.00 Program number: DEFAULT PROGRAM (39,000.00) (39,000.00) (252,693.48) (206,413.93) 647.93 213,693.48 Department number: 10 ADMINISTRATION (39,000.00) (39,000.00) (252,693.48) (206,413.93) 647.93 213,693.48 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (39,000.00) (39,000.00) (252,693.48) (206,413.93) 647.93 213,693.48 670‐5201‐10‐00 LEOSE Expenditures 2,500.00 ‐ (2,500.00) 670‐5205‐10‐00 Police Donation Exp 12,018.00 12,018.00 788.00 125.00 7,800.00 6.56 3,430.00 670‐5206‐10‐00 Fire Dept Donation Exp 5,000.00 4,157.20 9,157.20 4,483.43 48.96 4,673.77 670‐5208‐10‐00 Child Safety Expense 5,000.00 5,000.00 ‐ 5,000.00 670‐5212‐10‐00 Tree Mitigation Expense 200,000.00 200,000.00 ‐ 200,000.00 670‐5292‐10‐00 PD Seizure Expense 5,000.00 5,000.00 4,250.00 85.00 750.00 Subtotal object ‐ 05 227,018.00 4,157.20 231,175.20 12,021.43 125.00 7,800.00 5.20 211,353.77 Program number: DEFAULT PROGRAM 227,018.00 4,157.20 231,175.20 12,021.43 125.00 7,800.00 5.20 211,353.77 Department number: 10 ADMINISTRATION 227,018.00 4,157.20 231,175.20 12,021.43 125.00 7,800.00 5.20 211,353.77 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 227,018.00 4,157.20 231,175.20 12,021.43 125.00 7,800.00 5.20 211,353.77 Fund number: 670 SPECIAL REVENUE‐DONATIONS 188,018.00 4,157.20 192,175.20 (240,672.05) (206,288.93) 7,800.00 425,047.25 Fund number: 675 CARES ACT FUND 675‐4510‐10‐00‐2019‐EM Grants ‐ Collin County (662,567.23) (662,567.23) (1,419,368.67) 214.22 756,801.44 Subtotal object ‐ 04 (662,567.23) (662,567.23) (1,419,368.67) 214.22 756,801.44 675‐4610‐10‐00 Interest Income 2,207.08 ‐ (2,207.08) 675‐4610‐10‐00‐2019‐EM Interest Income‐Collin County (1,524.93) ‐ 1,524.93 675‐4610‐10‐00‐2022‐EM Interest Income‐Denton County (71.12) ‐ 71.12 Subtotal object ‐ 04 611.03 ‐ (611.03) 675‐4810‐10‐00 Unrealized Gain (315.99) ‐ 315.99 Subtotal object ‐ 04 (315.99) ‐ 315.99 Program number: DEFAULT (662,567.23) (662,567.23) (1,419,073.63) 214.18 756,506.40 Department number: 10 ADMINISTRATION (662,567.23) (662,567.23) (1,419,073.63) 214.18 756,506.40 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (662,567.23) (662,567.23) (1,419,073.63) 214.18 756,506.40 675‐5110‐10‐00‐2019‐EM Salaries & Wages ‐ Collin Cnty 662,567.23 662,567.23 494,632.70 74.65 167,934.53 675‐5115‐10‐00‐2019‐EM Salaries ‐ Overtime 78,304.52 ‐ (78,304.52) 675‐5145‐10‐00‐2019‐EM Soc Sec Exp ‐ Collin Cnty 29,880.93 ‐ (29,880.93) 675‐5150‐10‐00‐2019‐EM Medicare Exp ‐ Collin Cnty 7,365.17 ‐ (7,365.17) 675‐5160‐10‐00‐2019‐EM Health Insurance 40,811.78 ‐ (40,811.78) 675‐5165‐10‐00‐2019‐EM Dental Insurance 2,131.52 ‐ (2,131.52) 675‐5170‐10‐00‐2019‐EM Life Insurance/AD&D 1,767.19 ‐ (1,767.19) 675‐5175‐10‐00‐2019‐EM Liability (TML) Workers' Comp 11,948.35 ‐ (11,948.35) 675‐5180‐10‐00‐2019‐EM TMRS Exp ‐ Collin Cnty 70,487.51 ‐ (70,487.51) 675‐5185‐10‐00‐2019‐EM Long Term Disability 761.62 ‐ (761.62) 58Page 71Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 05 662,567.23 662,567.23 738,091.29 111.40 (75,524.06) 675‐5212‐10‐00‐2022‐EM Building Supplies‐Denton Cnty 366.78 ‐ (366.78) 675‐5220‐10‐00‐2019‐EM Office Equipment‐Collin County 53,627.63 53,627.63 73,234.90 136.56 (19,607.27) 675‐5220‐10‐00‐2022‐EM Office Equipment‐Denton County (434.79) ‐ 434.79 675‐5225‐10‐00‐2019‐EM Computer Hardware‐Collin Cnty 41,562.79 ‐ (41,562.79) Subtotal object ‐ 05 53,627.63 53,627.63 114,729.68 213.94 (61,102.05) 675‐5418‐10‐00‐2019‐EM IT Fees‐Collin Cnty 33,720.00 33,720.00 16,545.00 49.07 17,175.00 675‐5418‐10‐00‐2022‐EM IT Fees‐Denton Cnty 124.97 ‐ (124.97) 675‐5480‐10‐00‐2019‐EM Contracted Services‐Collin Cty 4,675.58 ‐ (4,675.58) Subtotal object ‐ 05 33,720.00 33,720.00 21,345.55 63.30 12,374.45 675‐5630‐10‐00‐2019‐EM Safety Equipment‐Collin Cnty 6,541.19 ‐ (6,541.19) 675‐5630‐10‐00‐2022‐EM Safety Equipment‐Denton Cnty (4,715.58) ‐ 4,715.58 675‐5630‐10‐00‐2023‐EM Safety Equiipment ‐ HHS CARES (95.07) ‐ 95.07 Subtotal object ‐ 05 1,730.54 ‐ (1,730.54) 675‐6110‐10‐00‐2019‐EM Capital Expenditure‐CollinCnty 538,116.58 538,116.58 544,418.97 101.17 (6,302.39) Subtotal object ‐ 06 538,116.58 538,116.58 544,418.97 101.17 (6,302.39) Program number: DEFAULT 1,288,031.44 1,288,031.44 1,420,316.03 110.27 (132,284.59) Department number: 10 ADMINISTRATION 1,288,031.44 1,288,031.44 1,420,316.03 110.27 (132,284.59) Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,288,031.44 1,288,031.44 1,420,316.03 110.27 (132,284.59) Fund number: 675 CARES ACT FUND 625,464.21 625,464.21 1,242.40 0.20 624,221.81 Fund number: 680 W THOROUGHFARE IMPACT FEES 680‐4041‐50‐00 W Thoroughfare Impact Fees (2,500,000.00) (2,500,000.00) (4,307,166.53) (436,811.00) 172.29 1,807,166.53 Subtotal object ‐ 04 (2,500,000.00) (2,500,000.00) (4,307,166.53) (436,811.00) 172.29 1,807,166.53 680‐4610‐50‐00 Interest (10,000.00) (10,000.00) (24,569.07) (1,723.34) 245.69 14,569.07 Subtotal object ‐ 04 (10,000.00) (10,000.00) (24,569.07) (1,723.34) 245.69 14,569.07 Program number: DEFAULT PROGRAM (2,510,000.00) (2,510,000.00) (4,331,735.60) (438,534.34) 172.58 1,821,735.60 Department number: 50 IMPACT FEES (2,510,000.00) (2,510,000.00) (4,331,735.60) (438,534.34) 172.58 1,821,735.60 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (2,510,000.00) (2,510,000.00) (4,331,735.60) (438,534.34) 172.58 1,821,735.60 680‐5410‐50‐00‐2013‐ST Prof. Svcs Teel 380 Inter Imp 54,017.08 54,017.08 31,170.20 22,846.88 57.70 680‐5489‐50‐00‐8006‐DV Development Agrmnt Parks/Legac 300,000.00 300,000.00 456,328.00 207,679.00 152.11 (156,328.00) 680‐5489‐50‐00‐8011‐DV Dev Agrment Star Trail 1,000,000.00 1,000,000.00 337,750.00 33.78 662,250.00 680‐5489‐50‐00‐8012‐DV Dev Agrmnt Tellus Windsong 1,250,000.00 1,250,000.00 ‐ 1,250,000.00 680‐5489‐50‐00‐8014‐DV Dev Agrmnt Legacy Garden 75,000.00 75,000.00 48,451.00 33,543.00 64.60 26,549.00 Subtotal object ‐ 05 2,625,000.00 54,017.08 2,679,017.08 873,699.20 241,222.00 22,846.88 32.61 1,782,471.00 680‐6610‐50‐00‐1708‐ST Cook Lane (First ‐ End) 70,480.50 8,457.92 78,938.42 18,480.00 5,777.92 23.41 54,680.50 680‐6610‐50‐00‐1928‐TR Traffic Signal (Fishtrap/Teel) 2,181.69 40,820.00 43,001.69 16,635.00 38.69 26,366.69 680‐6610‐50‐00‐2004‐TR Traffic Signal (Fishtrap/Gee) 205,658.00 50,890.00 256,548.00 199,194.61 113,924.61 12,204.00 77.64 45,149.39 680‐6610‐50‐00‐2013‐ST Teel ‐ 380 Intersection Imp 275,000.00 275,000.00 ‐ 275,000.00 680‐6610‐50‐00‐2101‐TR Traffic Sgnl(Fishtrap/Artesia) 237,500.00 237,500.00 ‐ 237,500.00 Subtotal object ‐ 06 790,820.19 100,167.92 890,988.11 234,309.61 113,924.61 17,981.92 26.30 638,696.58 Program number: DEFAULT PROGRAM 3,415,820.19 154,185.00 3,570,005.19 1,108,008.81 355,146.61 40,828.80 31.04 2,421,167.58 Department number: 50 IMPACT FEES 3,415,820.19 154,185.00 3,570,005.19 1,108,008.81 355,146.61 40,828.80 31.04 2,421,167.58 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 3,415,820.19 154,185.00 3,570,005.19 1,108,008.81 355,146.61 40,828.80 31.04 2,421,167.58 Fund number: 680 W THOROUGHFARE IMPACT FEES 905,820.19 154,185.00 1,060,005.19 (3,223,726.79) (83,387.73) 40,828.80 4,242,903.18 Fund number: 730 EMPLOYEE HEALTH/INSURANCE FUND 730‐4530‐10‐00 Employee Health Contributions (597,690.00) (597,690.00) (421,431.37) (54,766.82) 70.51 (176,258.63) 730‐4531‐10‐00 Employee Dental Contributions (106,616.00) (106,616.00) (72,074.15) (9,157.96) 67.60 (34,541.85) 730‐4535‐10‐00 Employer Health Contributions (2,431,257.00) (2,431,257.00) (1,632,776.84) (183,459.82) 67.16 (798,480.16) 730‐4536‐10‐00 Employer Dental Contributions (99,546.00) (99,546.00) (64,963.58) (8,221.01) 65.26 (34,582.42) 730‐4537‐10‐00 Employer HSA Contributions (191,100.00) (191,100.00) ‐ (191,100.00) 59Page 72Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 730‐4541‐10‐00 Cobra Insurance Reimbursements (4,838.35) (1,207.52) ‐ 4,838.35 730‐4545‐10‐00 Stop Loss Reimbursement (201,226.43) ‐ 201,226.43 Subtotal object ‐ 04 (3,426,209.00) (3,426,209.00) (2,397,310.72) (256,813.13) 69.97 (1,028,898.28) 730‐4610‐10‐00 Interest Income (7,000.00) (7,000.00) (3,958.48) (261.53) 56.55 (3,041.52) Subtotal object ‐ 04 (7,000.00) (7,000.00) (3,958.48) (261.53) 56.55 (3,041.52) 730‐4910‐10‐00 Other Revenue (80,368.21) (46,284.61) ‐ 80,368.21 Subtotal object ‐ 04 (80,368.21) (46,284.61) ‐ 80,368.21 Program number: DEFAULT PROGRAM (3,433,209.00) (3,433,209.00) (2,481,637.41) (303,359.27) 72.28 (951,571.59) Department number: 10 ADMINISTRATION (3,433,209.00) (3,433,209.00) (2,481,637.41) (303,359.27) 72.28 (951,571.59) Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (3,433,209.00) (3,433,209.00) (2,481,637.41) (303,359.27) 72.28 (951,571.59) 730‐5160‐10‐00 Health Insurance 2,857,398.00 2,857,398.00 1,884,484.19 129,307.67 65.95 972,913.81 730‐5161‐10‐00 PCORI Fees 990.00 990.00 ‐ 990.00 730‐5162‐10‐00 HSA Expense 191,100.00 191,100.00 213,054.68 379.40 111.49 (21,954.68) 730‐5165‐10‐00 Dental Insurance 214,430.00 214,430.00 155,586.46 17,499.33 72.56 58,843.54 730‐5170‐10‐00 Life Insurance/AD&D 43,200.00 43,200.00 25,754.95 59.62 17,445.05 730‐5185‐10‐00 Long/Short Term Disability 32,400.00 32,400.00 20,741.11 64.02 11,658.89 Subtotal object ‐ 05 3,339,518.00 3,339,518.00 2,299,621.39 147,186.40 68.86 1,039,896.61 730‐5410‐10‐00 Professional Services 23,500.00 23,500.00 9,434.00 40.15 14,066.00 730‐5480‐10‐00 Contract Services 46,793.00 46,793.00 40,633.17 8,036.07 86.84 6,159.83 Subtotal object ‐ 05 70,293.00 70,293.00 50,067.17 8,036.07 71.23 20,225.83 730‐5600‐10‐00 Special Events 12,000.00 12,000.00 ‐ 12,000.00 Subtotal object ‐ 05 12,000.00 12,000.00 ‐ 12,000.00 Program number: DEFAULT PROGRAM 3,421,811.00 3,421,811.00 2,349,688.56 155,222.47 68.67 1,072,122.44 Department number: 10 ADMINISTRATION 3,421,811.00 3,421,811.00 2,349,688.56 155,222.47 68.67 1,072,122.44 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 3,421,811.00 3,421,811.00 2,349,688.56 155,222.47 68.67 1,072,122.44 Fund number: 730 EMPLOYEE HEALTH/INSURANCE FUND (11,398.00) (11,398.00) (131,948.85) (148,136.80) 120,550.85 Fund number: 750 CAPITAL PROJECTS 750‐4610‐10‐00 Interest Income (18,551.59) (1,223.68) ‐ 18,551.59 750‐4618‐10‐00 Interest TXDOT Contributions (21.30) ‐ 21.30 Subtotal object ‐ 04 (18,572.89) (1,223.68) ‐ 18,572.89 750‐4930‐10‐00 Insurance Proceeds (79,338.14) ‐ 79,338.14 750‐4995‐10‐00 Transfer In (2,080,000.00) (2,080,000.00) (2,421,477.07) (20,450.00) 116.42 341,477.07 750‐4997‐10‐00 Transfers In ‐ Bond Funds (16,371,205.28) (1,143,650.73) ‐ 16,371,205.28 750‐4999‐10‐00 Bond Proceeds (9,000,000.00) (9,000,000.00) ‐ (9,000,000.00) Subtotal object ‐ 04 (9,000,000.00) (2,080,000.00) (11,080,000.00) (18,872,020.49) (1,164,100.73) 170.33 7,792,020.49 Program number: DEFAULT PROGRAM (9,000,000.00) (2,080,000.00) (11,080,000.00) (18,890,593.38) (1,165,324.41) 170.49 7,810,593.38 Department number: 10 CAPITAL PROJECTS (9,000,000.00) (2,080,000.00) (11,080,000.00) (18,890,593.38) (1,165,324.41) 170.49 7,810,593.38 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (9,000,000.00) (2,080,000.00) (11,080,000.00) (18,890,593.38) (1,165,324.41) 170.49 7,810,593.38 750‐5405‐10‐00‐1512‐ST Land Acq Svcs First St 2,000.00 ‐ (2,000.00) 750‐5405‐10‐00‐1823‐ST Victory Way Acq Svcs 10.86 ‐ (10.86) 750‐5410‐10‐00‐1512‐ST Prof Svcs First St (DNT‐Clmn) 545,007.20 545,007.20 191,105.44 353,901.76 35.07 750‐5410‐10‐00‐1813‐PK US380 Median Design 1,550.00 14,350.00 15,900.00 10,450.00 3,900.00 65.72 1,550.00 750‐5410‐10‐00‐1823‐ST Victory Way (Coleman‐Frontier) 8,887.14 8,887.14 33,787.14 ‐ (24,900.00) 750‐5410‐10‐00‐1824‐ST Fishtrap ‐ Teel Int Improve 87,813.75 4,564.33 92,378.08 ‐ 92,378.08 750‐5410‐10‐00‐1904‐FC PS Facility Development Costs 497,922.04 497,922.04 ‐ 497,922.04 750‐5410‐10‐00‐1922‐PK Prof Svcs. Downtown Monument 75,000.00 75,000.00 58,575.00 3,100.00 7,425.00 78.10 9,000.00 750‐5410‐10‐00‐1923‐ST Fishtrap Section 1 & 4 67,200.00 67,200.00 29,800.00 2,160.00 18,200.00 44.35 19,200.00 750‐5410‐10‐00‐1928‐TR Traffic Signal Fishtrap/Teel 6,472.00 6,472.00 3,400.00 52.53 3,072.00 750‐5410‐10‐00‐2012‐ST Fishtrap (Elem‐DNT) 4 Lanes 479,815.00 479,815.00 306,290.00 7,100.00 195,525.00 63.84 (22,000.00) 750‐5410‐10‐00‐2014‐ST First St (Coit‐Custer) 4 Lns 577,775.00 577,775.00 377,375.00 5,800.00 156,750.00 65.32 43,650.00 750‐5410‐10‐00‐2015‐PK Pecan Grove Phase II 16,060.00 43,150.00 59,210.00 1,913.96 41,440.00 3.23 15,856.04 60Page 73Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 750‐5410‐10‐00‐2108‐PK Tanner's Mill Phase 2 Design 200,000.00 200,000.00 3,600.00 ‐ 196,400.00 750‐5410‐10‐00‐2109‐FC Dsgn PS Comp Ph2(Central Fire) 1,605,000.00 1,605,000.00 78,110.00 78,110.00 1,444,990.00 4.87 81,900.00 750‐5410‐10‐00‐2111‐FC PS Complex Phase 2 ‐ Dev Costs 820,000.00 820,000.00 ‐ 820,000.00 750‐5430‐10‐00‐1307‐ST Legal Fees‐Fr Pkwy BNSF Ovrpss 456.00 ‐ (456.00) 750‐5430‐10‐00‐1721‐ST Acacia Parkway Legal Fees 100,000.00 100,000.00 50,728.85 8,297.50 50.73 49,271.15 750‐5430‐10‐00‐2008‐ST Legal‐Prspr Trl (Coit‐Custer) 190.00 190.00 ‐ (190.00) 750‐5430‐10‐00‐2112‐FC Legal ‐ PS Complex Ph 2 152.00 152.00 ‐ (152.00) 750‐5435‐10‐00‐1307‐ST Legal Filing‐Frontier Overpass 55.75 55.75 ‐ (55.75) 750‐5435‐10‐00‐1922‐PK Legal Filing‐Downtown Monument 214.00 ‐ (214.00) 750‐5435‐10‐00‐2012‐ST Legal Filing‐Fishtrap Elem‐DNT 221.20 ‐ (221.20) 750‐5435‐10‐00‐2017‐ST Legal Filings ‐ Fishtrap Seg 4 54.00 ‐ (54.00) 750‐5435‐10‐00‐2112‐FC Legal Filing‐PS Complex Ph2 177.16 ‐ (177.16) Subtotal object ‐ 05 603,345.79 4,547,220.67 5,150,566.46 1,111,279.22 104,965.25 2,259,518.90 21.58 1,779,768.34 750‐6160‐10‐00‐2105‐EQ Quint Fire Engine 1,350,000.00 1,350,000.00 ‐ 1,350,000.00 750‐6160‐10‐00‐2106‐EQ Ambulance 460,000.00 460,000.00 ‐ 460,000.00 Subtotal object ‐ 06 1,810,000.00 1,810,000.00 ‐ 1,810,000.00 750‐6410‐10‐00‐2008‐ST Land Acq ROW‐PrsprTrl Coit‐Cus 63.51 ‐ (63.51) 750‐6410‐10‐00‐2012‐ST Fishtrap (Elem/DNT) Land 1,700,000.00 1,700,000.00 ‐ 1,700,000.00 750‐6410‐10‐00‐2014‐ST First St (Coit‐Custer) Land 800,000.00 800,000.00 ‐ 800,000.00 Subtotal object ‐ 06 2,500,000.00 2,500,000.00 63.51 0.00 2,499,936.49 750‐6610‐10‐00‐1307‐ST Frontier Pkwy BNSF Overpass 5,750,000.00 5,750,000.00 5,205,476.00 90.53 544,524.00 750‐6610‐10‐00‐1507‐ST West Prosper Rd Improvements 7,155.00 7,155.00 185,299.48 185,299.48 33,552.87 (211,697.35) 750‐6610‐10‐00‐1511‐ST Prosper Trail (Kroger to Coit) 100,252.35 100,252.35 7,265.63 12,572.98 7.25 80,413.74 750‐6610‐10‐00‐1708‐ST Cook Lane (First‐End) 1,779,855.62 1,779,855.62 932,598.24 183,975.00 603,455.49 52.40 243,801.89 750‐6610‐10‐00‐1713‐FC Public Safety Complex, Ph 1 77,571.02 77,571.02 4,434.00 5.72 73,137.02 750‐6610‐10‐00‐1801‐PK Whitley Place H&B Trail Extens 2,125.00 2,125.00 503.99 2,125.00 23.72 (503.99) 750‐6610‐10‐00‐1818‐PK Turf Irrigation SH289 19,065.07 48,934.93 68,000.00 48,934.93 71.96 19,065.07 750‐6610‐10‐00‐1819‐ST Coleman Street (At Prosper HS) 90,000.00 (90,000.00) ‐ 750‐6610‐10‐00‐1823‐ST Victory Way (Coleman‐Frontier) 235,413.75 1,057,433.66 1,292,847.41 1,003,503.36 77.62 289,344.05 750‐6610‐10‐00‐1824‐ST Fishtrap‐Teel Intersection Imp 5,825.55 5,825.55 5,826.55 100.02 (1.00) 750‐6610‐10‐00‐1827‐TR US 380 Median Lighting 18,947.50 291,558.68 310,506.18 286,912.69 286,912.69 4,645.99 92.40 18,947.50 750‐6610‐10‐00‐1830‐ST Prosper Trl (DNT Intersection) 2,000,000.00 2,000,000.00 983,456.16 705,734.45 1,041,219.96 49.17 (24,676.12) 750‐6610‐10‐00‐1905‐FC PS Facility‐Construction 202,134.00 287,200.52 489,334.52 259,646.38 53.06 229,688.14 750‐6610‐10‐00‐1906‐FC Public Safety Complex FFE 284,519.25 284,519.25 318,846.09 17,727.14 112.07 (52,053.98) 750‐6610‐10‐00‐1909‐TR Traffic Signal (Coit & First) 19,500.00 19,500.00 19,500.00 ‐ 750‐6610‐10‐00‐1922‐PK Downtown Monument 377,500.00 377,500.00 182,242.88 ‐ 195,257.12 750‐6610‐10‐00‐1926‐PK Whitley Place H&B Trail Extens 264,275.00 4,725.00 269,000.00 121,620.29 91,893.59 102,582.04 45.21 44,797.67 750‐6610‐10‐00‐1928‐TR Fishtrap/Teel Traffic Signal 3,365.00 3,365.00 3,365.00 100.00 750‐6610‐10‐00‐1929‐ST BNSF Quiet Zone First/Fifth 145,000.00 145,000.00 17,145.74 668.26 11.83 127,186.00 750‐6610‐10‐00‐1932‐ST Coit Road and US 380 3,948.10 22,049.11 25,997.21 49,999.29 192.33 (24,002.08) 750‐6610‐10‐00‐2008‐ST Prosper Trl(Coit‐Custer) 2Lns 763,668.95 5,246,879.08 6,010,548.03 3,492,232.16 961,589.47 1,337,019.42 58.10 1,181,296.45 750‐6610‐10‐00‐2012‐ST Fishtrap (Elem/DNT) 4 Lanes 17,300,000.00 17,300,000.00 ‐ 17,300,000.00 750‐6610‐10‐00‐2017‐ST Fishtrap, Seg 4 (Middle‐Elem) 2,750,000.00 2,750,000.00 2,627,010.55 ‐ 122,989.45 750‐6610‐10‐00‐2102‐FC Westside Radio Tower 500,000.00 500,000.00 500,000.00 100.00 750‐6610‐10‐00‐2107‐PK Lakewood Preserve Phase 2 2,000,000.00 2,000,000.00 ‐ 2,000,000.00 750‐6610‐10‐00‐2111‐FC PS Complex Phase 2 ‐ Dev Costs 8,250.00 8,250.00 ‐ (8,250.00) 750‐6610‐10‐00‐2112‐FC PS Complex Phase 2 ‐ Constr 14,300,000.00 14,300,000.00 ‐ 14,300,000.00 750‐6610‐10‐00‐2113‐FC PS Complex Phase 2 ‐ FF&E 1,275,000.00 1,275,000.00 ‐ 1,275,000.00 Subtotal object ‐ 06 14,522,307.99 42,621,594.15 57,143,902.14 13,435,315.98 2,423,654.68 5,984,322.58 23.51 37,724,263.58 750‐7100‐10‐00 Operating Transfer Out 392,216.90 ‐ (392,216.90) 750‐7150‐10‐00 Transfer to CIP W&S 30,312.00 ‐ (30,312.00) 61Page 74Item 2. Account Number Description Current Current Current Current Current Encumbrances Percent YTD Current Year Year Year YTD Month % Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget Subtotal object ‐ 07 422,528.90 ‐ (422,528.90) Program number: DEFAULT PROGRAM 15,125,653.78 51,478,814.82 66,604,468.60 14,969,187.61 2,528,619.93 8,243,841.48 22.48 43,391,439.51 Department number: 10 CAPITAL PROJECTS 15,125,653.78 51,478,814.82 66,604,468.60 14,969,187.61 2,528,619.93 8,243,841.48 22.48 43,391,439.51 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 15,125,653.78 51,478,814.82 66,604,468.60 14,969,187.61 2,528,619.93 8,243,841.48 22.48 43,391,439.51 Fund number: 750 CAPITAL PROJECTS 6,125,653.78 49,398,814.82 55,524,468.60 (3,921,405.77) 1,363,295.52 8,243,841.48 (7.06) 51,202,032.89 Fund number: 760 CAPITAL PROJECTS ‐ WATER/SEWER 760‐4610‐10‐00 Interest Income (19,514.76) (831.63) ‐ 19,514.76 Subtotal object ‐ 04 (19,514.76) (831.63) ‐ 19,514.76 760‐4995‐10‐00 Transfers In (30,312.00) ‐ 30,312.00 760‐4997‐10‐00 Transfers In ‐ Bond Funds (1,648,622.11) (9,207.54) ‐ 1,648,622.11 760‐4999‐10‐00 Bond Proceeds (1,000,000.00) (1,000,000.00) ‐ (1,000,000.00) Subtotal object ‐ 04 (1,000,000.00) (1,000,000.00) (1,678,934.11) (9,207.54) 167.89 678,934.11 Program number: DEFAULT PROGRAM (1,000,000.00) (1,000,000.00) (1,698,448.87) (10,039.17) 169.85 698,448.87 Department number: 10 CAPITAL PROJECTS‐W/S (1,000,000.00) (1,000,000.00) (1,698,448.87) (10,039.17) 169.85 698,448.87 Revenue Subtotal ‐ ‐ ‐ ‐ ‐ ‐ (1,000,000.00) (1,000,000.00) (1,698,448.87) (10,039.17) 169.85 698,448.87 760‐5405‐10‐00‐1613‐DR Land Acq Svcs Old Town Drng 500.00 ‐ (500.00) 760‐5405‐10‐00‐1902‐WA Land Acq Svcs‐Custer WL Reloc 250.00 250.00 ‐ (250.00) 760‐5410‐10‐00‐2024‐DR Prof Svcs Old Town Reg Pond #2 385,000.00 385,000.00 48,323.00 ‐ 336,677.00 760‐5435‐10‐00‐1613‐DR Legal Notices Church/Parvin 108.00 ‐ (108.00) Subtotal object ‐ 05 385,000.00 385,000.00 858.00 250.00 48,323.00 0.22 335,819.00 760‐6410‐10‐00‐2024‐DR Land Acq Old Town Reg. Pond #2 385,000.00 (385,000.00) ‐ Subtotal object ‐ 06 385,000.00 (385,000.00) ‐ 760‐6610‐10‐00‐1501‐WA Lower Pressure Pln 42" Trns Ln 526,676.39 526,676.39 27,935.80 3,629.77 498,740.59 5.30 760‐6610‐10‐00‐1613‐DR Old Town Drainage‐Church/Parvi 307,717.60 271,199.96 578,917.56 21,527.38 306,715.10 3.72 250,675.08 760‐6610‐10‐00‐1614‐DR Coleman Rd Drainage 400,000.00 400,000.00 ‐ 400,000.00 760‐6610‐10‐00‐1708‐WA EW Collector (Cook ‐ DNT) 319,396.12 319,396.12 205,014.50 ‐ 114,381.62 760‐6610‐10‐00‐1715‐WA Fishtrap Elevated Storage Tank 394,157.98 738,535.00 1,132,692.98 550,610.76 209,944.24 48.61 372,137.98 760‐6610‐10‐00‐1716‐WA Water Supply Line Phase I 37,226.99 37,226.99 11,300.00 123,439.00 30.35 (97,512.01) 760‐6610‐10‐00‐1718‐DR Old Town Regional Retention 1,761.00 299,211.00 300,972.00 222,650.00 127,706.00 73.98 (49,384.00) 760‐6610‐10‐00‐1902‐WA Custer Rd Meter Stat/WL Reloc 3,550,327.00 3,550,327.00 2,752,461.17 408,614.79 765,017.38 77.53 32,848.45 760‐6610‐10‐00‐1903‐WW Church/Parvin WW Reconstruct 7,300.40 10,905.02 18,205.42 3,604.62 7,300.40 19.80 7,300.40 760‐6610‐10‐00‐1930‐WA Broadway (Parvin‐Craig) 150,000.00 150,000.00 ‐ 150,000.00 Subtotal object ‐ 06 1,580,333.10 5,434,081.36 7,014,414.46 3,590,089.73 412,244.56 2,243,877.21 51.18 1,180,447.52 Program number: DEFAULT PROGRAM 1,965,333.10 5,434,081.36 7,399,414.46 3,590,947.73 412,494.56 2,292,200.21 48.53 1,516,266.52 Department number: 10 CAPITAL PROJECTS‐W/S 1,965,333.10 5,434,081.36 7,399,414.46 3,590,947.73 412,494.56 2,292,200.21 48.53 1,516,266.52 Expense Subtotal ‐ ‐ ‐ ‐ ‐ ‐ 1,965,333.10 5,434,081.36 7,399,414.46 3,590,947.73 412,494.56 2,292,200.21 48.53 1,516,266.52 Fund number: 760 CAPITAL PROJECTS ‐ WATER/SEWER 965,333.10 5,434,081.36 6,399,414.46 1,892,498.86 402,455.39 2,292,200.21 29.57 2,214,715.39 62Page 75Item 2. Page 1 of 1 To: Mayor and Town Council From: Alex Glushko, AICP, Planning Manager Through: Harlan Jefferson, Town Manager Rebecca Zook, P.E., Executive Director of Development & Infrastructure Services Khara Dodds, AICP, Director of Development Services Re: Town Council Meeting – July 13, 2021 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, including Gates of Prosper, Phase 3 and Prosper Trails Memorial Park. Description of Agenda Item: Attached are the Preliminary Site Plan and Site Plan that were acted on by the Planning & Zoning Commission at their July 6, 2021, meeting. Per the 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. Revised Preliminary Site Plan for Gates of Prosper, Phase 3 2. Site Plan for Prosper Trails Memorial Park Town Staff Recommendation: Town staff recommends the Town Council take no action on this item. Prosper is a place where everyone matters. PLANNING Page 76 Item 3. S S S SS S S S S S S 22 18 2221 2422 222422 13 11 10 222220 7EVEVNOPARKINGFLFLFLFLFLFL FL FLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLTNOPARKINGEVEV22 20 22 20 NOPARKINGPARKINGNO9 10 12 5 FLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFL10 1112 9 12 FL12 9 5 FLFLFLFL FL 10 FL F L FLFLFLFL F L FLFLFL2015 8 11 7 12 9 5 LINK ROAD(90' R.O.W.)STREET 3 (90' R.O.W.) U.S. HIGHWAY 380 (UNIVERSITY DRIVE) (VARIABLE WIDTH R.O.W.)STREET 1(60' R.O.W.)650646648 652646BUILDING 2 11,400 GSF 1 STORY, 28'-0" RETAIL BUILDING 3 7,000 GSF 1 STORY, 28'-0" RETAIL BUILDING 1 136,075 GSF 1 STORY, 26'-00" RETAIL 289 (PRESTON) & 380, LP ABS A1038 JOHN YARNELL SURVEY, TRACT 1, 144.9840 BLOCK C, LOT 1 12.72 ACRES BLOCK C, LOT 2 1.75 ACRES BLOCK B, LOT 4 32.98 ACRES BLOCK C, LOT 3 2.16 ACRES F F D SS S SS SS 101' N90°00'00"W 747.44'N6°35'33"W114.88'∆=11°17'00" R=805.00' L=158.53' CB=N84°21'30"W C=158.27' N41°47'29"W 37.51'N0°00'00"E336.10'N86°11'09"W 150.33' N90°00'00"W 124.88' N90°00'00"W 200.45' N44°36'04"E 35.60'N0°00'00"E538.97'N8°29'47"W 155.24'N0°00'00"E344.24'N90°00'00"E 43.00'N90°00'00"E 179.44'N0°00'00"E526.16'126'110' TRANSITION100' TRANSITION150' STORAGE60'30'100' TRANSITION150' STORAGE 150' TRANSITION 200' STORAGE 30'24'18'24'24'18'24' 24'8'34' 36'66'100' TRANSITION250' STORAGE 569' 219' 24' 40' (TYP.) 24' 18' (TYP.)12'24'12'24'10'10'10'10'13'13'13'9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)18'(TYP.)18'(TYP.)45'59'30'24'24'70'130'95' 24' 40' (TYP.)30' 40' (TYP.) 24' 18' (TYP.)34'8'24'66' 66' 60' 90'90' STORAGE90'48'341'194'145'210'55'80'330'100' TRANSITION250' STORAGE 30'62'20' (TYP.)9'(TYP.)490'290'24' 24' 24' 40' (TYP.) 24' (TYP.)40' (TYP.)12'21'23'15'100' 23'15'R30' R650' R250' R250' R515' R515' R30' R30' R250' R250' R250' R250' R30' R30' R30' R280' R280' R30' R30' R30 R9' R4' R4' R9' R4' R4' R20' R20' 15'X23' DUMPSTER ENCLOSURE WITH 8' MASONRY SCREEN WALL 15'X23' DUMPSTER ENCLOSURE WITH 8' MASONRY SCREEN WALL ONLINE PICKUP PARKING AREA 30' FIRE LANE, ACCESS, DRAINAGE, & UTILITY ESMT 24' FIRE LANE, ACCESS, DRAINAGE, & UTILITY ESMT 24' FIRE LANE, ACCESS, DRAINAGE, & UTILITY ESMT 30' FIRE LANE, ACCESS, DRAINAGE, & UTILITY ESMT VEGETATIVE HEADLIGHT SCREENING VEGETATIVE HEADLIGHT SCREENING VEGETATIVE HEADLIGHT SCREENING VAM VAM VAM VAM VAM VAM 10' STREET EASEMENT 10' STREET EASEMENT GENERATOR 8' HIKE AND BIKE TRAIL 2' OVERHANG (TYP.) 2' OVERHANG (TYP.) 2' OVERHANG (TYP.) 2' OVERHANG (TYP.) R30' LANDSCAPE BERM (TYP.) R35' R70' R30' R40' R60' R30' R30' R50' R50' R230' R230' R50' R20' R50'R30' R20' R60' R30' R30' R30' R30' R54' TRUCK DOCK SCREENING EVERGREEN 'LITTLE GEM' MAGNOLIAS; 15'-20' MATURE HEIGHT, 10' TRIANGULAR SPACE 2' OVERHANG (TYP.) EX 72" WATER 10" SANIT A R Y S E W E R 12" WATER12" WATERMH MH EX MH EX MH EX MH EX MH FH FH FH FHFH FH WM FDC FH MH MHMH GI GI GI GIGIGI CI CI CI CI CI CICI CI CI CICI CI CI CI CI CI CI CI CI MH CI CI CI CI WI JB JB CI CI CI MH CI CI MH FH FH FH FH FDC FDC FH CI WM WM WM FH WM FH FH CI 100' TRANSITION100' STORAGE60' STORAGE100' TRANSITION150' STORAGE150' STORAGE130' TRANSITIONR250' (TYP.) 88' 124' TRANSFORMER GI TRUCK DOCK15' LANDSCAPE ESMTAND BUILDING SETBACK25' LANDSCAPE ESMT 30' BUILDING SETBACK AND LANDSCAPE ESMT15' BUILDING SETBACK10' BS30' BUILDING SETBACK 15' BUILDING SETBACK 15' BUILDING SETBACK 15' BUILDING SETBACK15' BUILDING SETBACK15' BUILDING SETBACK15' BUILDING SETBACK5' LANDSCAPE SETBACK15' BUILDING SETBACK5' LANDSCAPE SETBACK30' BUILDING SETBACK AND LANDSCAPE ESMT 30' BUILDING SETBACK10' LANDSCAPEEASEMENT15' LANDSCAPE ESMTAND BUILDING SETBACK25' LANDSCAPE ESMT 15' BUILDING SETBACK 5' LANDSCAPE SETBACK 25' LANDSCAPE ESMT5' LANDSCAPESETBACK132' CANOPY COLUMNS (TYP.) WHEEL STOP (TYP.) EX CI EX CI EX CI EX CI 171'R30' R30' R30'24'S89°12'09"W 282.64' S84°43'41"W 92.74' N89°50'14"W 127.28' S89°27'36"W 58.40'S89°27'36"W 154.45' S45°16'12"E 35.19'S0°00'00"E502.85'S0°00'00"E319.24'S44°59'04"W 35.35' ∆=12°47'06" R=241.00' L=53.78' CB=N84°37'34"W C=53.66' ∆=6°20'08" R=219.00' L=24.22' CB=N81°24'05"W C=24.20' 75' EX WATER EASEMENT 104' TRANSITION 9' (TYP.) 128' 66' FH R35' R30'R30' 45' STORAGE 6" MOUNTABLE CURB WITH DECORATIVE PAVING IN MEDIAN R250' R250' ∆=11°05'18" R=246.07' L=47.62' CB=S85°16'16"E C=47.55' N89°11'05"E 212.67' S45°24'28"E 35.10'S0°00'24"E549.92'S6°35'33"E125.00'S35°37'22"W 37.03'S48°53'17"E 37.15' MH 24'24'R30' "DO NOT ENTER" SIGN "NO TRUCK TRAFFIC" SIGN 5' LANDSCAPE BUFFER 10' WI WI CI FH R280' R280' R50' R50' R30'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT260 EAST DAVIS STREET, SUITE 100, MCKINNEY, TX 75069PHONE: 469-301-2580 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928RAKRANJCRLAST SAVED6/29/2021 10:13 AMPLOTTED BYNARDONE, RACHEL (BECKLER) 6/30/2021 1:44 PMDWG PATHK:\MKN_CIVIL\068109030-GATES OF PROSPER\068109055-TARGET\CAD\PLANSHEETSDWG NAMEPSP - REVISED.DWG , [ PSP-3 ]IMAGES town logo :XREFS xBrdr-Target : xSite-Target-PSP : xSite-Target : xStrm-Target : xUtil-Target : xBndry-PH3-PUB : xSite-PH3-COLEMAN : xSite-PH3-LINK-NS : xUtil-PH3-COLEMAN : xUtil-Target-PSP : xHtch-Target : xStrm-Target-PSP : oRoads-PH3-Coleman : xStrm-PH3-COLEMAN : xSurv-PH3068109055© 2021 KIMLEY-HORN AND ASSOCIATES, INC.MAY 2021Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date132468 RACHEL A. KORUS 03/22/2021 THE GATES OFPROSPERPH-3PROSPER, TEXASPSP-1PRELIMINARY SITE PLAN00 60'120' GRAPHIC SCALE 60' 380 & 289 LP 1 Cowboys Way Frisco, Texas 75034 Contact: Nicholas Link Phone: (972)-497-4854 183 Land Corporation Inc. 1 Cowboys Way Frisco, Texas 75034 Contact: Nicholas Link Phone: (972)-497-4854 Kimley-Horn and Associates, Inc. 260 East Davis Street Suite 100 McKinney, Texas 75069 Contact: Rachel Korus, P.E. Phone: (469)-301-2594 TYP.TYPICAL WATER EASEMENTWE SANITARY SEWER EASEMENTSSE NUMBER OF PARKING SPACESX FH ACCESSIBLE PARKING SYMBOL BARRIER FREE RAMP (BFR) EXISTING CONTOUR - MAJOR EXISTING CONTOUR - MINOR DRAINAGE EASEMENTDE BARRIER FREE RAMPBFR SIDEWALKSW CURB INLETCI LEGEND FIRE HYDRANT EXISTING PAVEMENT FDC FIRE DEPARTMENT CONNECTION EXISTINGEX PROPOSEDPROP. PROPOSED FIRE LANE PROPOSED BUILDING FL FL BUILDING LINE/SETBACKBL WM WYE INLETWI MANHOLEMH TRANSFORMER PAD GRATE INLETGI JUNCTION BOXJB T S SANITARY SEWER MANHOLE CURB INLET GRATE INLET HEADWALL JUNCTION BOX OR WYE INLET WATER METER (AND VAULT) PROPSED CONTOUR - MAJOR PROPOSED CONTOUR - MINOR NOTE: 1. ALL OPEN SPACE AND LANDSCAPING SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN PD-67 2. BLOCKS A, B, & C MUST CONFORM TO ALL REQUIREMENTS OUTLINED IN PD-67 AND ZONING ORDINANCE #05-20. 3. FINAL DUMPSTER/TRASH SERVICE LAYOUTS TO BE PROVIDED WITH FINAL DESIGN OF EACH BLOCK AND LOT. 4. TRASH AND LOADING ZONES ARE TO BE PLACED BEHIND RETAIL BUILDINGS. 5. ALL DIMENSIONS PROVIDED ARE FROM THE FACE OF CURB. ANY REVISION TO THIS PLAN WILL REQUIRE TOWN APPROVAL AND WILL REQUIRE REVISIONS TO ANY CORRESPONDING PLANS TO AVOID CONFLICTS BETWEEN PLANS. 1.DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 2.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 3.OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS CONTRAINED WITHIN THE ZONING ORDINANCE. 4.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN. 5.ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE. 6.BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE DEPARTMENT. 7.OCCUPANT NOTIFICATION PER THIS SECTION AND 907.5 SHALL BE REQUIRED FOR ALL NEW CONSTRUCTION, OR EXISTING CONSTRUCTION COMPLYING WITH THE INTERNATIONAL BUILDING CODE, FOR RENOVATIONS TO EXISTING BUILDINGS, TENANT SPACES, CHANGES IN OCCUPANCY, REPLACEMENT OR MODIFICATION OF THE EXISTING FIRE ALARM SYSTEM, OR AS REQUIRED BY THE FIRE CODE OFFICIAL, FOR ALL BUILDINGS OR SPACES PROVIDED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. 8.FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE DEPARTMENT. 9.TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL TIMES. 10.SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE. 11.FIRE LANES SHALL BE PROVIDED WITHIN 150 FEET OF ALL EXTERIOR WALLS OF ANY BUILDING FOR HOSE LAY REQUIREMENTS. AMENDMENT 503.1.1 12.THE FIRE LANE SHALL BE A MINIMUM OF 24 FEET WIDE. AMENDMENT 503.2.1 13.BUILDINGS MORE THAN 30 FEET IN HEIGHT ARE REQUIRED TO HAVE A MINIMUM OF A 26-FOOT WIDE FIRE LANE IN THE IMMEDIATE VICINITY FOR FIREFIGHTING OPERATIONS OF THE BUILDING. ONE OF THE 26-FOOT WIDE FIRE LANES SHALL BE LOCATED A MINIMUM OF 15 FEET FROM THE BUILDING AND NO MORE THAN 30 FEET. APPENDIX D105 14.THE INSIDE TURNING RADIUS OF THE 24-FOOT FIRE LANE SHALL BE A MINIMUM OF 30 FEET. AMENDMENT 503.2.4 15.THE INSIDE TURNING RADIUS OF THE 26-FOOT FIRE LANE SHALL BE A MINIMUM OF 30 FEET. AMENDMENT 503.2.4 16.DEAD-END FIRE LANES ARE ONLY PERMITTED WITH APPROVED HAMMERHEADS. 17.FIRE HYDRANTS SHALL BE PROVIDED AT THE ENTRANCES AND INTERSECTIONS. AMENDMENT 507.5.1 18.AS PROPERTIES DEVELOP, FIRE HYDRANTS SHALL BE LOCATED AT ALL INTERSECTING STREETS AND THE MAXIMUM SPACING SHALL BE EVERY 300 FEET (300') FOR ALL DEVELOPMENTS, AND FACILITIES OTHER THAN R3. R-3 DEVELOPMENTS SHALL BE EVERY 500 FEET (500'). DISTANCES BETWEEN HYDRANTS SHALL BE MEASURED ALONG THE ROUTE THAT FIRE HOSE IS LAID BY A FIRE APPARATUS FROM HYDRANT-TO-HYDRANT, NOT AS THE "CROW FLIES." AMENDMENT 507.5.1 19.FIRE DEPARTMENT CONNECTION (FDC) FOR THE FIRE SPRINKLER SYSTEM SHALL BE LOCATED WITHIN 50 FEET OF A FIRE HYDRANT AND 50 FEET OF A FIRE LANE. 5” STORZ, 30-DEGREE DOWNWARD TURN WITH LOCKING CAP. AMENDMENT 507.5.1 20.FIRE HYDRANTS SHALL BE LOCATED 2 FOOT (2') TO 6 FOOT (6') BACK FROM THE CURB OR FIRE LANE AND SHALL NOT BE LOCATED IN THE BULB OF A CUL-DE-SAC. AMENDMENT 507.5.1 21.THERE SHALL BE A MINIMUM OF TWO (2) FIRE HYDRANTS SERVING EACH PROPERTY WITHIN THE PRESCRIBED DISTANCES LISTED ABOVE. A MINIMUM OF ONE FIRE HYDRANT SHALL BE LOCATED ON EACH LOT. AMENDMENT 507.5.1 22.A MINIMUM 10-FOOT UNOBSTRUCTED WIDTH SHALL BE PROVIDED AROUND A BUILDING FOR ADEQUATE FIRE DEPARTMENT ACCESS. A CONTINUOUS ROW OF PARKING AND LANDSCAPING SHALL BE CONSIDERED A BARRIER. AMENDMENT 503.1.1 23.THE MAXIMUM DEAD- END CUL-DE-SAC LENGTH SHALL NOT EXCEED SIX HUNDRED FEET (600') AS MEASURED FROM THE CENTERLINE OF THE INTERSECTION STREET TO THE CENTER POINT OF THE RADIUS. AMENDMENT 503.1.5 24.ONE-AND TWO-FAMILY DWELLINGS AUTOMATIC FIRE SYSTEMS. AUTOMATIC FIRE PROTECTION SYSTEMS PER NFPA 13D OR NFPA 13R SHALL BE PROVIDED IN ALL ONE-AND TWO-FAMILY DWELLINGS WITH A CONDITIONED FLOOR AREA OF 5,500 SQUARE FEET (511 M2) OR GREATER, DWELLINGS THREE (3) STORIES OR GREATER, OR DWELLINGS WITH ROOF HEIGHTS EXCEEDING THIRTY-FIVE FEET (35') FROM GRADE. IRC-2015 AMENDMENT R313.2 25.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. 26.ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 27.ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE PRELIMINARY SITE PLAN AND ARE SUBJECT TO BUILDING OFFICIAL APPROVAL. 28.ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN. 29.SIDEWALKS OF NOT LESS THAN SIX (6) FEET IN WIDTH ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5) FEET IN WIDTH ALONG RESIDENTIAL STREETS AND BARRIER-FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN STANDARDS. 30.ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED UNDERGROUND. 31.ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 32.ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYP.E OF EASEMENT. 33.IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME OF CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 34.THE APPROVAL OF A PRELIMINARY SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THAT THE PRELIMINARY SITE PLAN IS APPROVED BY THE PLANNING & ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED THE APPROVAL OF A SITE PLAN BY THE PLANNING & ZONING COMMISSION. IF A SITE PLAN IS NOT APPROVED WITHIN SUCH TWO (2) YEAR PERIOD, THE PRELIMINARY SITE PLAN APPROVAL IS NULL AND VOID. IF SITE PLAN APPROVAL IS ONLY FOR A PORTION OF THE PROPERTY, THE APPROVAL OF THE PRELIMINARY SITE PLAN FOR THE REMAINING PROPERTY SHALL BE NULL AND VOID. NOTES VICINITY MAP N.T.S. US 380 HWY 289BNSF RAILROADRICHLAND BLVDCOLEMAN STLOVERS LN LOVERS LNPROJECT SITE Page 77 Item 3. SNWEScale: 1" = 100' June, 2021 SEI Job No. 20-167 Sheet: 1 of 3 LOCATION & SHEET KEY MAP NTS CASE No. - D 21-0056 SITE PLAN SCI Prosper Trails Addition Block A, Lot 1 & 2 - 53.318 Acres SITUATED IN THE JEREMIAH HORN SURVEY, ABSTRACT NO. 787 IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS ENGINEER / SURVEYOR Spiars Engineering, Inc. TBPE No. F-2121 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 Contact: David Bond OWNER/APPLICANT SCI Texas Funeral Services, LLC 1929 Allen Parkway Houston, TX 77219 Telephone: (713) 525-5277 Contact: Cameron Alexander 55.400 Ac. (2,413,244 S.F.) SCI Addition Lot 1, Block A WATER FEATURE 105 105 Page 78 Item 3. SNWEScale: 1" = 50' June, 2021 SEI Job No. 20-167 Sheet: 2 of 3 CASE No. - D 21-0056 SITE PLAN SCI Prosper Trails Addition Block A, Lot 1 & 2 - 53.318 Acres SITUATED IN THE JEREMIAH HORN SURVEY, ABSTRACT NO. 787 IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS ENGINEER / SURVEYOR Spiars Engineering, Inc. TBPE No. F-2121 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 Contact: David Bond OWNER/APPLICANT SCI Texas Funeral Services, LLC 1929 Allen Parkway Houston, TX 77219 Telephone: (713) 525-5277 Contact: Cameron Alexander WATER FEATURE Page 79 Item 3. SNWEScale: 1" = 50' June, 2021 SEI Job No. 20-167 Sheet: 3 of 3 CASE No. - D 21-0056 SITE PLAN SCI Prosper Trails Addition Block A, Lot 1 & 2 - 53.318 Acres SITUATED IN THE JEREMIAH HORN SURVEY, ABSTRACT NO. 787 IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS ENGINEER / SURVEYOR Spiars Engineering, Inc. TBPE No. F-2121 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 Contact: David Bond OWNER/APPLICANT SCI Texas Funeral Services, LLC 1929 Allen Parkway Houston, TX 77219 Telephone: (713) 525-5277 Contact: Cameron Alexander Page 80 Item 3. Page 1 of 2 To: Mayor and Town Council From: Alex Glushko, AICP, Planning Manager Through: Harlan Jefferson, Town Manager Rebecca Zook, P.E., Executive Director of Development & Infrastructure Services Khara Dodds, AICP, Director of Development Services Re: Town Council Meeting – July 13, 2021 Agenda Item: Conduct a Public Hearing, and consider and act upon a request to amend the Future Land Use Plan from Medium Density Residential to Retail & Neighborhood Services, generally located on the northwest corner of Legacy Drive and Prosper Road. This is a companion case to Z20-0013. (CA20-0003). History: This item was tabled at the April 13, 2021, May 25, 2021, June 8, 2021, and June 22, 2021, Town Council meetings, per a request by the applicant, to allow additional time to address concerns raised by the northern adjacent property owner. Description of Agenda Item: Staff has received a request to rezone 5.5± acres from Agricultural (A) to Planned Development- Retail (PD-R). The property is proposed to be developed for Mini-Warehouse/Public Storage uses. Rezoning requests, which do not conform to the Future Land Use Plan, shall be accompanied by a request to amend the Future Land Use Plan. The Comprehensive Plan anticipates the Town will encounter “development proposals that do not directly reflect the purpose and intent of the land use pattern as shown on the Future Land Use Plan map.” The document recommends that “development proposals that are inconsistent with the Future Land Use Plan map (or that do not meet its general intent)” should be reviewed based on the following questions, and on their own merit. Will the proposed change enhance the site and the surrounding area? Is the proposed change a better use than that originally envisioned and depicted on the Future Land Use Plan map? Will the proposed use impact adjacent residential areas in a negative manner? Will the proposed use be compatible with and/or enhance adjacent residential uses? Are uses adjacent to the proposed use similar in nature in terms of appearance, hours of operation, and other general aspects of compatibility? Prosper is a place where everyone matters. PLANNING Page 81 Item 4. Page 2 of 2 Does the proposed use present a significant benefit to the public health, safety, welfare and/or social well-being of the community? Would it contribute to the Town’s long-term economic stability? The Plan states, “it should be incumbent upon the applicant making such a proposal to provide evidence that the proposal meets the aforementioned considerations, supports community goals and objectives as set forth within this Plan, and represents long term economic and/or social benefits for the community as a whole, not just a short-term financial gain for whoever is developing the project.” In response, the applicant provided the attached Request Letter. Legal Obligations and Review: The Town Council is required to hold a Public Hearing prior to acting on an amendment to the Future Land Use Plan. Attached Documents: 1. Existing Future Land Use Plan 2. Proposed Future Land Use Plan 3. Request Letter Planning & Zoning Commission Recommendation: At their March 2, 2021 meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 7-0. Staff Recommendation: Town staff recommends the Town Council consider and act upon an amendment to the Town’s Future Land Use Plan. Proposed Motion: I move to (approve / deny) the request to amend the Future Land Use Plan from Medium Density Residential to Retail & Neighborhood Services, generally located on the northwest corner of Legacy Drive and Prosper Road. Page 82 Item 4. Z 0 0.5 1 1.50.25 Miles Plate 2 FutureLand UsePlan Updated June 2021 kj kj kj kj kj kj kj kj kj kj kj kj kjkj kj Hays RdShawnee Trl.Prairie Dr. Legend Low Density Residential Medium Density Residential High Density Residential Retail & Neighborhood Services Business Park Old Town District Town Center Tollway District US 380 District 100_Year_Floodplain kjMajor Gateway kj Minor Gateway Town of Prosper ETJ Note: A comprehensive plan shall not constitutezoning regulations or establish zoning districtboundaries. Page 83 Item 4. Z 0 0.5 1 1.50.25 Miles Plate 2 FutureLand UsePlan Updated June 2021 kj kj kj kj kj kj kj kj kj kj kj kj kjkj kj P ar v i n R d.F.M. 1385GeeFish Trap Rd. U.S. 380 Dallas North TollwayProsper Trail First St.La Cima Blvd.Frontier Pkwy.Preston Rd.Coit Rd.F.M. 1461 F.M. 2478Custer Rd.Teel Pkwy.Legacy Dr.BNSF RRS. ColemanN. ColemanLovers Ln Hays RdShawnee Trl.Prairie Dr. Legend Low Density Residential Medium Density Residential High Density Residential Retail & Neighborhood Services Business Park Old Town District Town Center Tollway District US 380 District 100 Year Floodplain kjMajor Gateway kj Minor Gateway Town of Prosper ETJ Note: A comprehensive plan shall not constitutezoning regulations or establish zoning districtboundaries. Page 84 Item 4. February 11, 2021 Mr. Alex Glushko Senior Planner Town of Prosper 250 W. First Street Prosper, TX 75078 Re: Future Land Use Plan Amendment Legacy Storage – 1201 N. Legacy Drive Dear Alex: On behalf of our Client, Legacy Storage, please let this letter serve as a formal request to amend the Future Land Use Plan for the property located along the west side of Legacy Drive and north of Prosper Trail. The current plan calls for this property to be Medium Density Residential and we would request an amendment to Retail & Neighborhood Services. This existing storage project was originally built in the County and has been annexed into the Town several years ago. This property is located near the intersection of two separate 4-lane arterial roadway and it is our opinion that commercial uses are warranted at this location. This self storage project is a low impact development with little traffic impacts and little impact to Town services. The existing facility has been in its current location for approximately 13 years and plans to be a service to the Town residents for many years to come. We would respectfully request that the Future Land Use Plan be amended to allow the proposed commercial uses. Please contact me if you have any questions. Respectfully, ClayMoore Engineering, Inc. Matt Moore, P.E. Page 85 Item 4. Page 1 of 4 To: Mayor and Town Council From: Alex Glushko, AICP, Planning Manager Through: Harlan Jefferson, Town Manager Rebecca Zook, P.E., Executive Director of Development & Infrastructure Services Khara Dodds, AICP, Director of Development Services Re: Town Council Meeting – July 13, 2021 Agenda Item: Conduct a Public Hearing and consider and act upon a request to rezone 5.5± acres, from Agriculture (A) to Planned Development-Retail (PD-R), for Legacy Storage, located on the west side of Legacy Drive, north of Prosper Road. This is a companion case to CA20-0003. (Z20- 0013). History: This item was tabled at the April 13, 2021, May 25, 2021, June 8, 2021, and June 22, 2021, Town Council meetings, per a request by the applicant, to allow additional time to address drainage concerns raised by the northern adjacent property owner (Property #225565; 1251 Legacy Dr.). Since the April 13th meeting, Engineering has been working with the Legacy Storage (LS) engineer to identify a solution for addressing the drainage concerns brought to our attention by the property owner to the north. As a result of the analysis conducted by the LS engineer, the Town is supportive of the proposed design to eliminate the increased drainage to the property to the north caused by the development of the Legacy Storage site. Legacy Storage has reached out to the owners to the north in an effort to collaborate and determine if this solution meets their needs or if there are any other alternative needs to be considered. Description of Agenda Item: The zoning and land use of the surrounding properties are as follows: Zoning Current Land Use Future Land Use Plan Subject Property Agricultural Mini-Warehouse/Public Storage Facility (Legacy Storage) Medium Density Residential North Agricultural Undeveloped and Single Family Residential Medium Density Residential Prosper is a place where everyone matters. PLANNING Page 86 Item 5. Page 2 of 4 East Agricultural Undeveloped Low Density Residential South Agricultural Single Family Residential Medium Density Residential West Agricultural Single Family Residential Medium Density Residential Requested Zoning – The Town has received a request to rezone 5.5± acres, from Agriculture (A) to Planned Development-Retail (PD-R), located on the west side of Legacy Drive, north of Prosper Road, to allow for a Mini-Warehouse/Public Storage facility (Legacy Storage). As background, prior to annexation of the subject property in June of 2010, Denton County issued ten (10) development permits to allow for the construction of the Legacy Storage Mini-Warehouse/Public Storage facility on the subject property. Since that time, nine (9) Mini-Warehouse/Public Storage buildings have been constructed on the property as shown below. The remaining development permit is for a 3,800 square-foot Mini-Warehouse/Public Storage building, generally located in the highlighted area shown above. As opposed to developing the final building in accordance with the County permit, the property owner is proposing to construct a larger structure, located closer to Legacy Drive. As a result, rezoning is required. The proposed rezoning request is for a three-story, 120,117 square-foot building, constructed primarily of brick. The proposed site layout and front building elevations are shown below. Page 87 Item 5. Page 3 of 4 If the rezoning request is approved, the property owner has agreed to enter into a D evelopment Agreement with the Town of Prosper to adopt architectural regulations consistent with Town standards. Future Land Use Plan – The Future Land Use Plan recommends Medium Density Residential for the subject property. The proposed zoning request does not conform to the Future Land Use Plan. The companion item is a request to amend the Future Land Use Plan to Neighborhood & Retail Services to accommodate the rezoning request. Thoroughfare Plan – The property has direct access to Legacy Road, an ultimate 4-lane divided thoroughfare. Parks Master Plan – The Parks Master Plan does not indicate a park is needed on the subject property; however, a hike and bike trail will be needed at the time of development. Legal Obligations and Review: Notification was provided to neighboring property owners as required by State Law. To date, Town staff has received one (1) Public Hearing Notice Reply Form, in opposition to the request. Attached Documents: 1. Aerial and Zoning Maps 2. Exhibits A-G 3. Public Hearing Notice Reply Form Planning & Zoning Commission Recommendation: At their March 2, 2021 meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 7-0. Staff Recommendation: There are two options for a staff recommendation, subject to the action taken by Town Council on the companion case for the amendment to the Future Land Use Plan (CA20-0003). 1. If the Town Council approves the amendment to the Future Land Use Plan, staff recommends approval of the rezoning request with the condition that the property owner enter into a Development Agreement with the Town of Prosper. 2. If the Town Council denies the amendment to the Future Land Use Plan, staff recommends denial of the rezoning request. Page 88 Item 5. Page 4 of 4 Proposed Motion: I move to (approve / deny) the request to rezone 5.5± acres, from Agriculture (A) to Planned Development-Retail (PD-R), for Legacy Storage, located on the west side of Legacy Drive, north of Prosper Road. Page 89 Item 5. FM 1385W UNIVERSITY DR E FIRST ST PARVIN RD E UNIVERSIT Y DR N CUSTER RDE PROSPER TRL W FIRST ST W F RONT IER PK WY E FRONTIER PKWY PR OSPER RD N PRESTON RDN DALLAS PKWYS PRESTON RDFISHTRAP RD GEE RDLEGACY DRPROSPER TRL 0 500250Feet µ Z20-0013 - Legacy Storage This map is for illus tr ation purpos es only. Page 90 Item 5. FM 1385W UNIVERSITY DR E FIRST ST PARVIN RD E UNIVERSIT Y DR N CUSTER RDE PROSPER TRL W FIRST ST W F RONT IER PK WY E FRONTIER PKWY PR OSPER RD N PRESTON RDN DALLAS PKWYS PRESTON RDFISHTRAP RD GEE RDPD-14 PD-14 PD-66 A A RSF-10 A LEGACY DRPROSPER TRL 0 500250Feet µ Z20-0013 - Legacy Storage This map is for illus tr ation purpos es only. Page 91 Item 5. 35' X 180 ' M e t a l B l d g . E E E E E E E E E E PP PP PP PP PP PP PP PP X Gravel Surfaced Area 5.497 ACRES D.R.D.C.T. C.C.F.N. 04-46357 13 April 2004 (1.515 Ac.) N 89°08 ' 4 2 " W 8 4 1 . 7 7 ' N 0 2 ° 2 6 ' 4 5 " E 2 8 4 . 8 4 ' S 89°09 ' 0 0 " E 8 3 9 . 8 4 ' S 0 2 ° 0 3 ' 2 6 " W 2 8 4 . 8 7 ' Robert W. Yarbrough 23 March 1979 X X X X J. H. Durrett Survey Abst. 350 2 7 S e p t e m b e r 2 0 0 0 N o r m a M c C a s l a n d T r u s t e e s L e o n a r t M c C a s l a n d e t u x , Vol.4990 Pg. 4594 D.R. 26 December 2001 (6.6178 Ac.) X X FIPFIP FIP FST Fd. 60D Nail Wi r e F e n c e n o t s t r a i g h t Albert R. Tucker 14.48' Concrete Surfaced Concrete Surfaced 30' X 1 8 0 ' M e t a l B l d g . Concrete Surfaced V o l . 4 6 8 3 P g . 1 9 1 9 D . R . O/H Electric Line O/H Electric Line 35' X 1 8 0 ' M e t a l B l d g . Vol.943 Pg. 687 D.R. Emily C. Lewis Le g a c y D r i v e Gr a v e l S u r f a c e d R o a d De n t o n C o u n t y Co l l i n C o u n t y Me t a l F e n c e Meta l F e nc e O/H Electric Line O/ H E l e c t r i c L i n e Gravel Surfaced Area30' X 1 8 0 ' M e t a l B l d g . Me t a l B l d g . C o n c r e t e S u r f a c e d AC Legacy Storage Center 35' X 2 3 5 ' M e t a l B l d g . FST AC AC Electric Box Box Electric Box Electric 40' 35' 17 0 ' 11 0 ' 28 0 ' Electric Box 18.41' No F e nc e 2007-139928 27 November 2006 Legacy Storage Center LLC. 100'SCALE: 1"= COLLINSVILLE 903-429-6125 FAX 903-429-6971 E-mail: CLSC108@aol.com P.O. BOX 597 108 N. MAIN ST. COLLINSVILLE, TEXAS 76233 COX LAND SURVEYING CO. Job No. Land Surveyors Seal Registered Professional 1201 North Legacy Drive 5.497 Acres in the J. H. Durrett Survey Abst. No. 350 Town of Prosper MJC DKC Drawn by: Check by: 13-9779-1 19 March 2013 Date: S3R = Set 3/4" Rod FIP = Found Rebar SIP = Set 1/2" Sq.Tubing FST = Fd 1/2" Sq.Tubing FSR = Fd Sq. Rod ROW = Right-of-Way -X- = Fence Line ( ) = Deed Calls -E- = Electric Line -T- = Telephone Line -C- = TV Cable GM = Gas Meter PP = Power Pole WM = Water Meter AC = Air Cond. BL = Building Line UGT = Undergd phone FCP = Fence Corner Post UE = Utility Easement BC = Back of Curb LEGEND 2007-139928 Legacy Storage Deed Course along the south line * * Basis of Bearing * * Gainesville 940-612-LAND Denton 940-381-5070 McKinney 469-952-5070 **Note: There May Or May Not Be Pipe Lines On This Property. COX 903-429-6125CoxLandSurveying C o rp.saxeTellivsnilloC County of Denton State of Texas * * PROPERTY DESCRIPTION * * All that certain tract or parcel of land situated in the J.H Durrett Survey, Abstract Number 350, County of Denton, State of Texas, said tract being all of a called 5.5 acre tract as described in Deed to Legacy Storage Center LLC, filed 29 November 2006, and Recorded at clerk's filed number 2006-145432 of the Real Property Records of the County of Denton, State of Texas, and being more fully described as follows: Beginning for the southeast corner of the tract being described herein at a found ½ inch Steel Rebar, said rebar being the southeast corner of said Legacy tract, and the northeast corner of a called 6.6178 acre tract as described in Deed to Albert R. Tucker, filed 26 December 2001, and Recorded in Volume 4990 Page 4594 of said Real Property Records, said rebar also being in Legacy Drive (gravel surfaced), said rebar also being on the common line between Denton County and Collin County; Thence: North 89 degrees 08 minutes 42 seconds West, with the south line of said Legacy tract, and the north line of said Tucker tract, and passing at 14.48 feet a found ½ inch Steel Rebar on the west side of Legacy Drive, and continuing on said course for a total distance of 841.77 feet to a found ½ inch Steel Rebar at the base of a fence corner post for the southwest corner of said Legacy tract and the northwest corner of said Tucker tract; Thence: North 02 degrees 26 minutes 45 seconds East, with the west line of said Legacy tract, a distance of 284.84 feet to a found ½ inch Steel Square Tubing for the northwest corner of said Legacy tract, said tubing being south 40 degrees 39 minutes 37 seconds west, a distance of 0.44 feet from a found ¾ inch Steel Rebar; Thence: South 89 degrees 09 minutes 00 seconds East, with the north line of said Legacy tract, a distance of 839.84 feet to a set ½ inch Steel Square Tubing for the northeast corner of said Legacy tract, and in Legacy Drive, said nail being south 68 degrees 27 minutes 24 seconds west, a distance of 0.31 feet from a found capped ½ inch Steel Rebar; Thence: South 02 degrees 03 minutes 26 seconds West, with the east line of said Legacy tract, and in Legacy Drive, a distance of 284.87 feet to the POINT OF BEGINNING and containing 5.497 acres of land. The undersigned does hereby state to Legacy Storage Center LLC and Independent Bank , that a survey was made on the ground, dated 11 March 2013, on the property legally described hereon or in attached field notes and is correct; except as shown on the plat hereon, there are no visible discrepancies, conflicts, shortages in area, boundary line conflicts, overlapping of improvements, easements or right-of-ways, or of which I have been informed; that the quantity of land therein has been accurately calculated, that said property has access to and from a public roadway; and, that the plat hereon is a true, correct and accurate representation of the property described hereinabove. This Plat and Description was prepared for the exclusive use of the person or persons named in the above statements. Said statement does not extend to any unnamed person without an express restating by the surveyor naming said person, This survey was prepared for the transaction as dated hereon, this Plat or Map is the Property of Legacy Storage and Cox Land Surveying Corp., and IS NOT to be used in any other Transactions, and the COPY RIGHTS ARE RESERVED. 19 March 2013 03 April 2013 Rev. ______________________________ Don K. Cox, Texas Registered Professional Land Surveyor Number 4577 POB NOTES: 1. Denton County Electric CO-OP, 402/318, Blanket ROW Easement, affects this tract. 2. Denton County Electric CO-OP, 402/374, Blanket ROW Easement, affects this tract. Firm # 10005500 r o yev ruSdnaLState o fTexasl a n o i sseforPRegister ed4577 Don K. Cox Page 92 Item 5. Exhibit B April 20, 2020 Mr. Alex Glushko Planning Dept. Town of Prosper 250 W. First Street Prosper, Texas 75078 Re: PD Zoning Request Legacy Storage Letter of Intent Dear Alex, Please let this letter serve as the Letter of Intent for the PD Zoning request associated with the existing Legacy Storage development located just west of Legacy Drive and north of Prosper Trail. This tract was originally developed while in Denton County and under those guidelines. The property has since been annexed into the Town. The owner has area available for a future multi-story storage building and we would like to request a Planned Development to accompany the previously developed buildings and this proposed facility. The specific PD standards requested as part of this submittal are further detailed in Exhibit C attached. Should you have any questions, please feel free to contact me. Sincerely, Claymoore Engineering, Inc. 301 S. Coleman, Suite 40 Prosper, TX 75078 817-281-0572 Matt Moore, P.E. Page 93 Item 5. 1 Z20-0013 EXHIBIT C DEVELOPMENT STANDARDS LEGACY STORAGE Conformance with the Town’s Zoning Ordinance and Subdivision Ordinance: Except as otherwise set forth in these Development Standards, the regulations of the Town’s Zoning Ordinance, as it exists or may be amended, and the Subdivision Ordinance, as it exists or may be amended, shall apply. 1.Except as noted below, the Tract shall develop in accordance with the Retail District, as it exists or may be amended. 2.Development Plans 1.Concept Plan: The tract shall be developed in general accordance with the attached concept plan, set forth in Exhibit D. 2.Elevations: The tract shall be developed in general accordance with the attached elevations, set forth in Exhibit F. 3.Landscape Plan: The tract shall be developed in general accordance with the attached landscape plan, set forth in Exhibit G. 3.Permitted Uses Mini-Warehouse/Public Storage shall be a permitted use by right. Page 94 Item 5. N 89°24'59" W 825.54'N 02°03'41" E288.24'S 89°12'34" E 827.35'S 02°26'22" W285.30'N 89°24'59" W 825.54'N 02°03'41" E288.24'S 89°12'34" E 827.35'S 02°26'22" W285.30'EMILY C LEWIS A0350A J.M. DURRETT, TR 5A, 1.515 ACRES PROSPER RETAIL PARTNERS LP SHOPS AT QUAIL HOLLOW (CPR) BLK A, LOT 7R PROSPER RETAIL PARTNERS LP SHOPS AT QUAIL HOLLOW (CPR) BLK A, LOT 5R TOWN OF PROSPER SHOPS AT QUAIL HOLLOW (CPR) LOT R001, 0.303 ACRES (ROW) PROSPER RETAIL PARTNERS LP SHOPS AT QUAIL HOLLOW (CPR) BLK A, LOT 4R PROSPER RETAIL PARTNERS LP SHOPS AT QUAIL HOLLOW (CPR) BLK A, LOT 3R PROSPER RETAIL PARTNERS LP SHOPS AT QUAIL HOLLOW (CPR) BLK A, LOT 1RCOLLIN COUNTYQUAIL HOLLOW ESTATES (CPR),LOT R001, 1.7156 ACRES (ROW)DAVID & CHARLOTTE TITTLE A0350A J.M. DURRET, TR 7, 6.5 ACRES. OLD DCAD TR #3(1) VINGRIDS CAPITAL LLC A0350A J.M. DURRETT, TR 5, 0.459 ACRES, OLD DCAD TR #3C PROSPER RETAIL PARTNERS LP SHOPS AT QUAIL HOLLOW (CPR) BLK A, LOT 7R VINGRIDS CAPITAL LLC A0350A J.M. DURRETT, TR 4, 10.27 ACRES NORMA MCCASLAND REVOCABLE LIVING TRUST A0350A J.M. DURRET, TR 2A, 3.405 ACRES. LEONARD & NORMA MCCASLAND TR,MCCASLAND REV LIV A0350A J.M. DURRET, TR 2A, 40.595 ACRES. OLD DCAD TR #2 35,075 SF BASE PLATE 3-STORY BUIDLING LEGACY STORAGE CENTER LLC A0350A J.M. DURRET, TR 6, 5.5 ACRES. OLD DCAD TR #3A(2) EXISTING GATE EXISITNG BUILDING EXISITNG BUILDING EXISITNG BUILDING EXISITNG BUILDING EXISITNG BUILDING EXISITNG BUILDING EXISITNG BUILDING ADA SIGN 30' ROW DEDICATION EXISTING CONCRETE DRIVE LONGITUDINAL BUTT JOINT LEGACY DR30' LANDSCAPE EASEMENTR60'26'EXISTING SIDEWALK EXISTING FIRE LANEEXISITNGBUILDING 59.4' EX. ROW ULTIMATE 6LD CURB LINE ULTIMATE 6LD CURB LINE 59.43' EX. ROW 12'12'12' 24' 12'12'12' 5' LANDSCAPE SETBACK 5' LANDSCAPE SETBACK EX LAND USE:RESIDENTIAL FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE: RESIDENTIAL FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: LOW DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: LOW DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: LOW DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL EX ZONING: AG EX LAND USE:AG FUTURE LAND USE: LOW DENSITY RESIDENTIAL EX ZONING: AG PROP FHYD PROP FHYD PROP FHYD PROP FDC EX LAND USE:AG FUTURE LAND USE: LOW DENSITY RESIDENTIAL EX ZONING: AG 9'9'9'20'20'9'27'9'11'10' BOLLARDS (TYP)10'226'51.02'EXISTING DRIVE 65'146.63'28'10'15'42.79'51.03'11.16' R3 0 ' 39.09'58.78'R30'PROP FHYD LEFT TURN LANE150' STORAGE100' TRANSITION60'10.5'10'24'4'24'75' STORAGE100' TRANSITIONR250' R250'DECEL LANE366' ±TO PROSPER TRAIL40' 30' FUTURE ROW DEDICATION R30'R30'R3 0 ' GATE R34'R30' R3 0 ' 10' EX. DRIVEWAY DATENo.REVISIONBYDATE: SHEET File No. 02/10/2021 CHECKED:MAM DRAWN:LRR DESIGN:LRRLEGACY STORAGELEGACY DRIVEPROSPER, TEXAS1105 CHEEK SPARGER RD. SUITE #1PHONE: 817.281.0572COLLEYVILLE, TX 76034 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 2020-055 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 50 50 10 50 25 EXHIBIT DEX-D TOWN OF PROSPER SITE PLAN GENERAL NOTES: 1.DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 2.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 3.OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE. 4.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN. 5.ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE. 6.BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. 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.SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE. 10.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 FAÇADE PLAN. 14.SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG 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 ENGINEERING DEPARTMENT. 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 ZONING ORDINANCE. 19.ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF EASEMENT. 20.IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 21.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 22.THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF EIGHTEEN (18) MONTHS FROM THE DATE OF APPROVAL BY THE PLANNING & ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED APPROVAL OF ENGINEERING PLANS AND BUILDING PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE NOT APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE PLAN FOR THE PROPERTY, IS NULL AND VOID. COUNTY SURVEY:ABSTRACT NO. DENTON CITY:STATE: PROSPER TEXAS LEGAL DESCRIPTION: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 CONTACT NAME: MATT MOORE TRACT 6, 5.5 ACRES LEGACY STORAGE EXHIBIT D CASE #: Z20-0013 OWNER: LEGACY STORAGE CCENTER LLC P.O. BOX 1300 PROSPER, TX 75078 PH: 972.347.0772 CONTACT NAME: TRAVIS SIMS J.M.DURRET 0350A ACCORDING TO MAP NO. 48121C0290G, DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF DENTON COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE SITE VICINITY MAP N.T.S.LEGACY DRDALLAS PKWYPARVIN RD PROSPER RD FRONTIER PKWY LEGEND LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY PAVEMENT PER TOWN OF PROSPER STANDARDS PROPOSED SIDEWALK PROPOSED CONCRETE CURB AND GUTTER EXISTING FIRELANE PROPOSED FIRELANE PARKING COUNT APPLICANT: COX ALND SURVEYING 108 N MAIN ST COLLINSVILLE, TX 76233 PH: 940.429.6125 CONTACT NAME: DON COX Page 95 Item 5. Exhibit E – Legacy Storage Development Schedule Below is an anticipated project schedule for the proposed Legacy Storage Schedule in accordance with the submittal checklist. This schedule is conceptual and subject to change based on permitting/entitlements. The proposed developer is working on obtaining the required manufacturer approvals for the subject tract. Once obtained, then the permitting approvals will start with the Town. Zoning Submittal to Town – 4/20/20 Zoning Approval from Town – 7/14/20 Final Site Plan Submittal to Town – TBD Final Site Plan Approval from Town – TBD Submit Building Permit – TBD Final Engineering Approval from Town – TBD Building Permit Issuance – TBD Start Construction – TBD Construction Complete – TBD Thank you and please call if you have any comments or need additional information. Sincerely, Matt Moore, P.E. Page 96 Item 5. 1' - 0"226' - 0"4' - 0"45' - 0"50' - 0"50' - 0"BRICK 1BRICK 2STUCCO FOAM DETAILBRICK 2STUCCO FOAM DETAILBRICK 2 TRIMSTUCCO FOAM DETAILBRICK 1BRICK 2 TRIMBRICK 2STONEINSTULATED METAL DOORMETAL STORAGE DOORBRICK 2BRICK 2 WATERTABLESTONE226' - 0"36' - 7 3/4"39' - 0"FAUX WINDOWROOF PITCHROOF PITCH65' - 0"42' - 0"45' - 0"50' - 0"1' - 0"161' - 0"STUCCO FOAM DETAILBRICK 2BRICK 1BRICK 2BRICK 2 TRIMMETAL DETAILSTUCCO FOAM DETAILBRICK 1BRICK 2 TRIMINSULATED METAL DOORBRICK 2BRICK 2 TRIMSTOREFRONT GLAZINGSTOREFRONT GLAZINGMETAL DETAILSTONEBRICK 2 WATER TABLE36' - 7 3/4"39' - 0"226' - 0"FAUX WINDOWROOF PITCHROOF PITCHBRICK 2BRICK 1STUCCO FOAM DETAILSTONEBRICK 1BRICK 1 SOLDIER COURSEMETAL DETAILBRICK 1BRICK 1 SOLDIER COURSEMETAL DETAIL45' - 0"50' - 0"42' - 0"24' - 0"36' - 9"174' - 6"GLAZINGSTOREFRONT GLAZINGMETAL DETAIL42' - 0"45' - 0"50' - 0"58' - 8"29' - 2"58' - 8"28' - 0"146' - 6"BRICK 2BRICK 1METAL DETAILBRICK 1STUCCO FOAM DETAILSTUCCO FOAM DETAILBRICK 2INSULATEDMETAL DOORMETAL STORAGE DOORMETAL STORAGE DOORMETAL DETAILSTONESTUCCO FOAM DETAILBRICK 1BRICK 2BRICK 2 TRIMBRICK 2WATER TABLEBRICK 2SHEET CONTENTPROJECT No.DESIGNED BY :DRAWN BY :DATE ISSUED :SHEET No.PROJECT DESCRIPTIONREVISIONSTAGREVISIONDATEREVISIONDESCRIPTION123-BUILDING PERMIT COMMENTARCHITECT LLC1615 BARCLAY DRIVECARROLLTON, TEXAS 75007COPYRIGHT C TL SULLIVAN ARCHITECTS2345DCBADCBA123451TLS214 533 9899tlsarch@aol.com214 682 0307jcabaya@live.comTERRY SULLIVAN JO ABAYAA - 401EXTERIOR ELEVATION 1LEGACY STORAGE CENTER-PROSPER, TEXAS75078PROJECT OWNERTRAVIS SIMS1201 N. LEGACY DRIVE0000---JC ABAYAJC ABAYA01/08/2021 3/32" = 1'-0"1North 3/32" = 1'-0"2South 3/32" = 1'-0"3East - Front Elevation 3/32" = 1'-0"4West 1" = 100'-0"5Building OutlineNORTHMATERIAL TABULATIONNORTH ELEVATION Stone - Gray Lueder StoneGlazingInsulated Metal DoorMetal Storage DoorSq. Ft.PercentTotalEAST ELEVATION - FRONTSq. Ft.PercentSOUTH ELEVATION Sq. Ft.PercentMetal DetailStucco Foam Detail1,9966,101189216301,425-50810,465Stone - Gray Lueder StoneGlazingInsulated Metal DoorMetal Storage DoorTotalMetal DetailStucco Foam Detail3,2562,3335881,464--2813518,27242%28%7%18%--1%4%100%19%58%2%2%-14%-5%100%Stone - Gray Lueder StoneGlazingInsulated Metal DoorMetal Storage DoorTotalMetal DetailStucco Foam Detail4,1385,26217824928-2763910,52138%50%2%4%---6%100%WEST ELEVATION Sq. Ft.PercentStone - Gray Lueder StoneGlazingInsulated Metal DoorMetal Storage DoorTotalMetal DetailStucco Foam Detail1,3864,942156-1357601003537,93918%62%2%-2%10%1%5%100%OWNER/APPLICANT:LEGACY STORAGE1201 N. Legacy DriveProsper, Texas 75078CONTACT: TRAVIS SIMSENGINEER:CLAYMOORE ENGINEERING1903 CENTRAL DRIVE, SUITE #406BEDFORD, TEXAS 76021(817) 458 8976CONTACT: LYNN ROWLANDARCHITECT:TLS ARCHITECT LLC1615 BARCLAY DRIVECARROLLTON, TEXAS 75007(214) 682 0307 / (214) 533 9899CONTACT: JO ABAYA / TERRY SULLIVANLEGAL DESCRIPTION:LEGACY STORAGE CENTER LLCABSTRACT 0350A, JM DURRET SURVEY, TRACT 6.5.5 ACRES.OLD DCAD TR #3A(2)CITY CASE NUMBER Z20-0013• “THIS FACADE PLAN IS FOR CONCEPTUAL PURPOSES ONLY. ALL BUILDING PLANS REQUIRE REVIEW AND APPROVAL FROM THE BUILDINGINSPECTIONS DEPARTMENT”• "ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE"• “WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING”• "ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE BUILDING INSPECTIONS FACADE PLAN SUBMITTALLEGACY STORAGE CENTERIN THE TOWN OF PROSPERBrick 1 - Midnight IS by Cloud CeramicsBrick 2 - Vintage White by Blackson BrickBrick 2 - VINTAGE WHITE by Blackson BrickBrick 1 - Midnight IS by Cloud CeramicsBrick 2 - Vintage White by Blackson BrickBrick 1 - Midnight IS by Cloud CeramicsBrick 2 - Vintage White by Blackson BrickBrick 1 - Midnight IS by Cloud CeramicsBrick 2 - Vintage White by Blackson BrickPage 97Item 5. 30' Landscape Easement CE CE CE CE CE CE CE CE LO BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH BH SO SO SO LO RY RY RYRY RY RY TX TX TX DY DY DY DY DIH DIH DIH DIH DIH DIH TX TX TX RY RY Hydromulch BermudaHydromulch Bermuda Hydromulch Bermuda Solid Sod BermudaDIH DIH DIH TY TY TY TY TYTYTYTYTYTYTYWMTYWMWMWMWMWMWMWMWMWM WM TX TX TX TXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTX TX TXTX TX TX TX TX TX CE RY RYRYRYRY RY RY RY TX TX TX TX TX TX TX RYRYRY AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB 5' Landscape setback CR BH DY DY DY DY TX TX TX RY RY N 89°24'59" W 825.54'N 02°03'41" E288.24'S 89°12'34" E 827.35'S 02°26'22" W285.30'35,075 SF BASE PLATE 3-STORY BUIDLING DATENo.REVISIONBYDATE: SHEET File No. 01/11/2021 CHECKED:MAM DRAWN:LRR DESIGN:LRRLEGACY STORAGELEGACY DRIVEPROSPER, TEXAS1105 CHEEK SPARGER RD. SUITE #1 PHONE: 817.281.0572COLLEYVILLE, TX 76034 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 2020-055H.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YL-1LANDSCAPE PLANTREE LEGEND Canopy Trees LO Live Oak SO Shumard Oak HATCH LEGEND Solid Sod Bermuda Grass SHRUB LEGEND Install 4" steel edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4.Shrub beds to have 8 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5.Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6.Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7.Solid sod or hydromulch all areas disturbed by construction activities as shown on plan. Ornamental Trees CR Crapemyrtle CE Cedar Elm 0 GRAPHIC SCALE 1 inch = ft. WM Wax Myrtle 15 30 3030 60 EX. STORAGE BUILDING EX. STORAGE BUILDING EX. STORAGE BUILDING EX. STORAGE BUILDING EX. STORAGE BUILDING EX. STORAGE BUILDING EX. STORAGE BUILDING PROPOSED STORAGE BUILDING LEGACY DRIVEEX. STORAGE BUILDING Burford Holly Red Yucca Dwarf Indian Hawthorne BH RY DIH Texas SageTX Dwarf YauponDY AbeliaAB TY Tree Yaupon 4" Decomposed Granite on fabric Page 98 Item 5. DATENo.REVISIONBYDATE: SHEET File No. 01/11/2021 CHECKED:MAM DRAWN:LRR DESIGN:LRRLEGACY STORAGELEGACY DRIVEPROSPER, TEXAS1105 CHEEK SPARGER RD. SUITE #1 PHONE: 817.281.0572COLLEYVILLE, TX 76034 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 2020-055H.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YL-2LANDSCAPE DETAILSWATER BASIN SHRUB PLANTING SEE PLAN TRIANGULARSPACING SCALE: NONE EQUAL MULTI-TRUNK PLANTING PREPARE SOIL MIXAND FERTILIZERPER SPECS. TOP OF BALL ORROOT CROWN1" ABOVE FIN. STEEL EDGING SEE PLAN GRADE PLACING PREPARED MIX SCARIFY BOTTOM OFPLANTING BED BEFORE EQUALPREPARED SOIL MIXAND FERTILIZER (SEE SPECS) 12" 4" MULCH LAYER SCALE: NONE4"NATIVE SOIL 4" MULCH LAYER 4" MULCH LAYER 12" DEPTH OF PLANTING MIX TRIANGULARSPACING EQUALEQUAL SCALE: NONE GROUNDCOVER PLANTING234 8" DETAIL FORARBOR-GUY REFER TO ANCHORING STEEL EDGING SEE PLAN CANOPY TREE PLANTING SCALE: NONE1 TREE STAKE SOLUTIONS LLC 9973 FM 521 ROAD ROSHARON, TX 77583 PHONE: (281) 778-1400 FAX: (281) 778-1425 www.treestakesolutions.com™Solutions UNDISTURBEDSOIL NAIL STAKE ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE UNDISTURBED SOIL ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE TREE TREE NAIL STAKE PLANTING HOLE TREE U-BRACKET ROOT ANCHORTREE TRUNK ROOTBALL 1. WITH TREE IN A STRAIGHT & PLUMB POSITION, CENTER THE APPROPRIATE ROOT ANCHOR SAFETY STAKE AROUND THE TRUNK, WITH RINGS LAYING FLAT AGAINST ROOTBALL, U-BRACKETS FACING UP. 2. INSERT 1 OF 3 NAIL STAKES THROUGH EACH OF THE U-BRACKETS. NAILS SHOULD REST IN THE UNDISTURBED SOIL AT THE BOTTOM OF THE TREE PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE OF THE ROOTBALL. (FOR HAND OR MACHINE DUG TREES, IT MAY BE NECESSARY TO PENETRATE 1" - 4" OF OUTER AREA OF THE ROOTBALL WITH THE NAIL.) 3. NAIL STAKES SHOULD BE DRIVEN STRAIGHT DOWN INTO THE UNDISTURBED SOIL BELOW THE ROOTBALL. THE NAILS ARE NOW CAGING THE ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS THE ROOTBALL DOWN. AFTER THE TREE STAKE IS INSTALLED, A LAYER OF MULCH CAN BE ADDED OVER THE STAKE. REMOVE ROOT ANCHOR AFTER TREE IS ESTABLISHED. ITEM # 5 BG 15 BG 30 BG 45/65 BG DESCRIPTION 5 GALLON OR 10" ROOTBALL 10/15 GALLON OR 17" ROOTBALL 20/30 GALLON OR 22" ROOTBALL 45/65 GALLON OR 27-30" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #4 X 24" #4 X 36" #4 X 36" #4 X 48" ITEM # 100 BG 150 BG 200 BG 300 BG DESCRIPTION 95/100 GALLON OR 36" ROOTBALL 150 GALLON OR 42" ROOTBALL 200 GALLON OR 48" ROOTBALL 300 GALLON OR 58" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #5 X 48" #5 X 60" #5 X 72" #5 X 72" ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART Landscape Calculations Town of Prosper, Texas Interior Landscape Area Provided 1 tree / 15 spaces Required 22 spaces 1 tree per 30 LF 2 trees ProvidedRequired Street Landscape Area At least 1 tree within 150' of each parking space. 15 shrubs per 30 LF 15 sf area for each parking space 330 SF 874 SF Perimeter Landscape ProvidedRequired 1 tree and 1 shrub per 15 LF 22 trees 22 shrubs North property line 22 trees 22 shrubs 329 LF 10 trees 284.92 LFLegacy Drive 143 shrubs 143 shrubs 4 trees 10 trees Cedar Elm Ulmus crassifolia 30 gal. 8' ht. 3 trunk 3" cal. min.Lagerstroemia indica 'Basham Pink'Crapemyrtle 7 gal. 36" oc 36" ht. at timeIlex chinensis burfordi Burford Holly 5 gal. 36" ocHesperaloe parvifloraRed Yucca Shumard Oak Quercus shumardii 5 gal. 36" ocRaphiolepis indica 'Clara' Dwarf Indian Hawthorne CE CR BH RY SO DIH ORNAMENTAL TREES SHRUBS & GROUNDCOVERS PLANT LIST CANOPY TREES Live Oak Quercus virginianaLO 3" cal. B&B 11' ht. 5' spread 3" cal. B&B 11' ht. 5' spread 3" cal. B&B 11' ht. 5' spread 5 gal. 36" ocLeucophyllum frutescens 'Silverado'Texas SageTX 5 gal. 36" ocIlex vomitoria 'Nana'Dwarf YauponDY 9 1 55 21 3 9 2 45 8 30 gal. 8' ht. 3 trunk 3" cal. min.Ilex vomitoriaTree YauponTY12 30 gal. 8' ht. 3 trunk 3" cal. min.Myrica ceriferaWax MyrtleWM11 of planting 5 gal. 36" ocAbelia grandifloraAbeliaAB24 Page 99 Item 5. Page 100 Item 5. January 14, 2021 Development Services Department Town of Prosper 250 W. First Street Prosper, TX 75078 972-346-3502 To the care of the Planning and Zoning Commission and Staff regarding the Zoning Case Z20 - 0013 (Legacy Storage), We are writing you in opposition to the Zoning Case Z20 -0013. We own the single-family residence immediately to the north (1251 N. Legacy Drive) and adjacent to the Legacy Storage facility. We purchased the property in 2004, well before Travis and Michel le Sims purchased the property from Corky Underwood in approximately 2007 -2008. Our property assets such as driveway and pond were in existence prior to the development of Legacy Storage. I’ve attached my comments from April 27, 2010 (EXHIBIT A) when the Town held an Annexation hearing and I gave my comments in favor of annexations for many of the reasons to the Town’s benefit, not just my own. I would encourage you to review them for contextual reference. While the Sim’s have developed Legacy Storage over the years, we’ve had trouble receiving cooperation from them regarding building on our property (over our property line) and not providing any detention/retention structures to reduce the burden of our pond managing their increased storm water runoff due to the impervious driveways and metal buildings. This rezoning case compounds these existing issues of building setbacks and detention, or lack thereof (directly affecting our property) and creates new issues (directly impacting the Town of Prosper). These new issues the Town is faces with this request are as follows. 1. Conformity to new zoning cannot be realized for 5+ years , 2. There are no prior development rights in the northeast corner of the property left over from Denton County’s previous building permits that the Town must honor, 3. Rezoning Legacy Storage would handcuff and handicap the Town’s opportunities in the Legacy/Prosper Trail region prematurely, 4. The highest and best use of the Legacy Storage property may look different in 5+ years, so don’t lock in today what may change in the future, 5. Legacy Storage’s proposed preliminary site plan attached to the rezoning request, that includes a 3-story self-storage building, does not meet current development standards in terms of storm water detention/retention, 6. Approving this rezoning case prematurely sets in motion a slew of other small -tract rezoning requests that aren’t congruous with the Town’s Comprehensive Plan, setting a precedent that is going to require P&Z to follow, eventually giving up future opportunities for that major region in the future when utilities arrive. Page 101 Item 5. First, according to the Town’s engineers within Development Services, water and sewer are not expected to arrive at this section of Legacy Drive for another 5 -7 years. Legacy Storage currently has no [groundwater well] water, OSSF [on site sewer facility] nor fire protection sprinklers within their buildings. Although approving the rezoning request would require Legacy Storage bring their property into conformity, the practicality or enforcement of this is unlikely as the utilities needed to conform won’t be available to that area for another 5-7 years. Be sure that, as adjacent landowners to Legacy Storage, one of the larger risks threatening our property and residence is the absence of any fire suppression in a storage facility that stores a variety of flammable possessions with no oversight from management. For this reason, the Town has no incentive to approve the zoning request simply because immediate conformity after a zoning change cannot be realized. Secondly, the Denton county building permit acquired by Legacy Storage prior to the Town of Prosper annexation includes a hand-sketched site plan that has no plans for the portion of the property that is now slated for a 3-story storage building. The Town has no obligation to honor a Denton county building permit that has a site plan sketch that doesn’t include a plan for the northeast corner of the property. For the sake of hypothetical exercise, let’s assume the Denton county building permit authorized a storage building in the northeast corner of the property. The Town could no longer recognize that building because it couldn’t be built in conformity to the newly issued zoning change. For this reason, whether the Denton count y building permit included a building in the northeast quadrant of the property or not, it would be a moot point because the Town could not approve the construction of said building because it would not conform to the Town’s building ordinances. The permit binder for all building permits acquired by Legacy Storage from Denton County prior to the Town’s annexation are attached. Please particularly note in document 20100290 on page 5, the unpermitted void in the NE corner where their new preliminary site plan proposes a 3 story storage building. Thirdly, approving this rezoning request would handcuff and handicap the Town’s ability to wait for a showcase development once the northwest corner individual, small-tract properties are potentially acquired and aggregated for a larger planned development. It begs the question, “what’s the hurry?” I argued this point on a similar case - Z10-0021 - in January of 2011 with regards to a request by Mr. Ron Berlin to rezone 13.6 acres on the northeast corner of Legacy Drive and Prosper Trail. As a result of the conversation that ensued, staff recommended the denial of the request and the P&Z commissioners followed the recommendation and that tract is still available as an incredible opportunity to the Town even today. Had the zoning request passed in 2010, you would now be handcuffed to a project that didn’t fit the evolution of plans and development on that corner. I’ve attached the supplemental staff guidance document as EXHIBIT B. Fourth, the value of the metal storage buildings and current Comprehensive Plan proposed zoning for medium density residential could lend itself to a higher land value versus structure value (same for my property) and this fact does not eliminate the possibility of Legacy Storage selling the land in an aggregate purchase for a larger Planned Development, better suited to the Page 102 Item 5. Town’s Comprehensive Plan. Since Legacy Storage could not conform until water and sewer arrive (5-7 years, per Town Development Services engineers), what unintended consequences could come from premature rezoning? I argue an unintended consequence to the Town is a missed opportunity to amortize a sunset the current self-storage use and develop it in a higher and better use that suits the intent of the Comprehensive Plan. Fifth, the proposed preliminary site plan labeled “Exhibit D” in the Z20-0013 rezoning request does not contain conforming elements such as storm water detention and/or retention. According to the preliminary site plan, Legacy Storage proposes to either 1) direct all post - development storm water volumes and velocities into our pond and property or 2) divert all post-development flows away from our pond and property. Both of these scenarios violate not only the Town’s building ordinances with regards to pre-development storm water flows but either plan violate water laws established and maintained by TCEQ. As downstream property owners, we have a right to receive pre-development storm water flows to our pond – not any more and not any less. This is the same requirement you have for storm water in the rest of the Town. Lastly, as I explained in my arguments to the P&Z commission in 2010/2011 regarding Berlin’s Quail Hollow zoning case the approval of this 5.5-acre Legacy Storage rezoning could set a dangerous precedent for all the other <10-20 acre tracts situated in close vicinity to Legacy Storage. If the Town holds firm to their commitment to not prematurely rezone small tracts or existing, unconforming uses, they can open the door to future development opportunities that are of higher and better use, according to the planning intent set forth in the Comprehensive Plan. If a tract like Legacy Storage is rezoned for a lower, less productive use prematurely, the Town opens itself to having to fight tooth and nail to hold the rest of the small tract developers from the landslide of unintended uses as compared to the Comprehensive Plan. Albeit Legacy Storage is a “small” case that, on the surface, doesn’t seem to have many negative rezoning effects, the reality is it could prematurely set the tone for the Legacy/Prosper Trail area that can’t be undone. With water and sewer being more than five years away, what’s the hurry to approve a rezoning case that 1) doesn’t fit the intent of the Comprehensive Plan, 2) can’t conform even if rezoned and 3) negatively impacts the future development opportunities for that important corner. Page 103 Item 5. We want to thank you for your consideration of this rezoning case. Although it seems small and inconsequential, when fully explored and vetted, it’s arguably the most important rezoning decision you’ll make for the fate of west-central Prosper and the Legacy/Prosper Trail intersection. Best regards, Trent Lewis, FPC and Emily Lewis, P.E. 1251 N. Legacy Drive Prosper, TX 75078 214.402.4297 – Trent’s cell phone 214.514.2665 – Emily’s cell phone Page 104 Item 5. EXHIBIT A – Remarks to Town Council during the Annexation Hearing 4.27.10 RE: Annexation hearing Town of Prosper Councilmen and Staff, My name is Trent Lewis – 1251 N Legacy Drive, Prosper, TX. Let me preface with this…my wife, Emily, and I purchased our Legacy property with the knowledge that we were offered no development protection from the Town of Prosper. We fully understood this and assume responsibility for it. Emily and I, having been involved heavily in land development in north Texas, knew and assumed these risks. As a matter of fact, Emily and I joked about the fact we’ll probably have a storage facility on one side and a concrete batch plant on the other side of us if we didn’t get annexed soon. That was 2004. In 2007, that joke became a reality. Now, there sits Legacy Storage to our south and a concrete silo and loading area to our north – both adjacent to our property. In 20/20 hindsight, we shouldn’t have joked about it, I guess. Now, within two feet of my property line, I have a storage building. No set back, no building ordinances applied, no landscape buffers or planting requirements, no architectural standards, no storm water detention, etc. Just metal storage buildings, a few concrete drives and a rock lot for outdoor parking. Did the owners of Legacy Storage know what t hey were planning? Did they know that by building this facility within Prosper’s ETJ they would be able to circumvent the inevitable development requirements of the Town? Absolutely. But only temporarily. That’s why, as we speak, more buildings are bei ng erected. Coincidentally, the earth moving for the new buildings commenced just a few, short days after everyone received the notice of annexation by mail. The owners of Legacy Storage are well aware that the upcoming annexation of their property will subject their project to all the Town’s zoning, ordinances and enforcement of Prosper, bringing the ease at which they’ve built metal buildings, in the past, to an abrupt halt. It is these scenarios with Legacy Storage that speak to the need for Prosper t o annex the remainder of our ETJ at this time. Investors hoping to develop land that doesn’t meet the future plans of our town need to be brought into conformity. The best way to do this is with early annexation. I’ve stood here on several occasions and spoken in support of your plans to annex the land located within Prosper’s ETJ, specifically on the west side of town. Tonight, is no different. You will continue to find my support in your plans for annexation. Page 105 Item 5. EXHIBIT A – Remarks to Town Council during the Annexation Hearing (cont’d) Many will oppose the annexation plans for one reason or another, but all of their reasons are secondary to the ultimate goal of annexation – to protect Prosper’s future. I encourage each councilman to stand firm in their convictions and reasoning’s for annexing the rest of the land in Prosper’s ETJ. Amid the doubts and fears that owners’, whose land is subject to the annexation, they too want the protection of their property as it applies to being annexed, but they want it at no additional cost. I see it differently. The additional cost I’m burdened with, as a result of being annexed, I see as protection (or what’s left) for the future value and use of my property and those landowners adjacent to me. Annexation is not all about the “tangible” services the Town gives me – annexation is also about the potential FUTURE value gained many years down the road. This protection comes in the way of the jurisdiction and enforcement of Town ordinances, zoning and planning laws. I know it will be many years before I see the “tangible” services the Town will provide as a result of being annexed – the water, sewer and other infrastructure. But those that oppose the annexation will throw this at you all day. I encourage any person who is opposed to the Town’s annexation of the remaining ETJ to strongly consider the long-term benefits this could provide you, rather than only focusing on the short-term losses, and turn your opposition into support for the upcoming annexation. Thank you again, councilmen, for walking the hard road and doing what’s in the best interest of the Town and its future, rather than pleasing a group of individuals seeking after their own interests. Your efforts may not be truly realized by the majority of t he Town residents until many years from now. Then, it will not be me, alone, thanking you – we ALL will thank you. Page 106 Item 5. EXHIBIT B – Staff Guidance Report to Quail Hollow from 2010 Page 107 Item 5. Page 108 Item 5. Page 109 Item 5. Page 110 Item 5. Page 1 of 3 To: Mayor and Town Council From: Rebecca Zook, Executive Director of Development and Infrastructure Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – July 13, 2021 Agenda Item: Consider and act upon approving a resolution supporting U.S. Highway 380 as a Controlled Access Highway and strongly opposing the consideration of the New Gold or Brown Alternative Segment B alignments as presented by TxDOT in their US 380 EIS Schematic 30% designs submitted to the Town on May 3, 2021, due to the negative impacts on existing and future development within the southeast quadrant of the Town of Prosper since the alternative alignments are inconsistent with the Town’s Thoroughfare Plan and current alignment of said highway. Description of Agenda Item: As Council is aware, the Texas Department of Transportation (TxDOT) conducted a feasibility study regarding the identification of an alignment for the future Controlled Access Highway of U.S. Highway 380 that began in 2017 and culminated in a formal report in March 2020. The Town of Prosper was heavily involved throughout the three (3) year process by clearly identifying and supporting an alignment within the limits of the Town. As part of the Town’s participation, and in an effort to show support and cooperation, the Town passed f ive (5) Resolutions between April 2017 and the end of 2020 clearly identifying the preferred alignment within the Town’s jurisdictional limits. At the completion of the U.S. 380 Collin County Feasibility Study Final Report and Implementation Plan in March 2020 referenced above, the Town was both pleased and satisfied with the recommended alignment represented within the report. At the end of 2020, the Town passed the 5th Resolution as the result of two meetings with TxDOT in October 2020. During those meetings, Prosper was notified that TxDOT was introducing a new corridor being studied within the boundaries of the Prosper limits – entitled the Gold and Brown Alternative Segment B Alignments. As such, the Council considered and approved a resolution clearly expressing non-support for consideration of the new alignment(s) and reaffirming the Town’s position supporting the existing alignment of U.S. Highway 380 as shown on the Town’s Thoroughfare Plan. In addition to the Town’s reaffirmation of the preferred and recommended alignment, the Town also shared information with TxDOT related to existing and future developments located within and along the new Segment B corridor. TxDOT held a virtual public meeting and comment period at the end of January 2021 and the beginning of February 2021. The alignment presented and commented on by the public and agencies was the Gold and Brown Alternative Segment B Alignments as presented in October 2020. Then on May 3, 2021, the Town was provided 30% Schematic Plans from TxDOT showing a new, revised Gold or Brown Alternative Segment B alignments shifted to the south of where the original Gold and Brown alignments were located. The Town confirmed that the new alignments had been Prosper is a place where everyone matters. ENGINEERING SERVICES Page 111 Item 6. Page 2 of 3 designed since the public meeting was held and that it is not TxDOT’s practice to renotify affected or newly affected property owners until the next public meeting, which will be held sometime in Fall 2021. A copy of the Town consultant’s plan review comments to the US 380 EIS Schematic 30% design is attached to this agenda item. The Town has added the newly revised alignments to the Prosper Development Map (Map). As a reminder, the Map identifies numerous developments under construction, designed or moving through the development/zoning process directly within or near the vicinity of the Segment B corridor. It is the Town’s intent to continue to work with our development community on projects in this area and the Town will notify TxDOT as projects progress through the process from Zoning to Construction. As part of that notification and in collaboration with the developers, the Town is providing the attached development schedules for both the Ladera Prosper and the Prosper Trails Memorial Park Cemetery projects included with this agenda item. In addition, the Town has identified that the new Brown and Gold Alignments are still within close proximity to Founders Classical Academy and has shifted closer to the ManeGait Therapeutic Horsemanship property and overall business operation. Due to these facts, (TxDOT modifying the alignment during the first six (6) months of a two (2) year process for the Environment Impact Study/Statement and Design Schematic process), Town staff recommends the Town Council approve a new resolution strongly opposing the newly revised Brown and Gold Alternative Segment B Alignments and any alignment options for U.S. Highway 380 within the corporate limits of the Town of Prosper other than that which exists along the current alignment. The attached resolution states the following: The Town Council supports the current alignment of U.S. Highway 380 expanding to a Limited Access Roadway (LAR). The Town Council continues to support TxDOT’s Recommended Alignment as presented in both the May 6, 2019 Public Meeting and included within the U.S. 380 Collin County Feasibility Study Final Report completed in March 2020. The Town Council expresses its strong opposition to any alignment that is not consistent with the current alignment of U.S. Highway 380 in the Town. The Town Council expresses its strong opposition to any proposed alignment consideration of the New Gold or Brown Alternative Segment B alignment options for U.S. Highway 380 within the corporate limits of the Town of Prosper that is not consistent with the Town’s Thoroughfare Plan and as provided to the Town on May 3, 2021 as the 30% Schematic Design Plans. The Town Council directs Town staff not to coordinate with TxDOT or any other entity related to the preservation of right-of-way for the expansion of U.S. Highway 380 as a Limited Access Roadway while there exists alternative options for U.S. Highway 380 within the corporate limits of the Town of Prosper. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the resolution as to form and legality. Attached Documents: 1. Resolution 2. US 380 EIS Schematic 30% designs 3. Prosper Development Map (Brookhollow) – showing various 380 corridors (past and present) 4. Thoroughfare Plan 5. Consultant Review Comments to US 380 EIS Schematic 30% designs 6. Ladera Prosper Schedule 7. Prosper Trails Memorial Park Cemetery Schedule Page 112 Item 6. Page 3 of 3 Town Staff Recommendation: Town staff recommends that the Town Council approve a resolution supporting U.S. Highway 380 as a Controlled Access Highway and strongly opposing the consideration of the New Gold or Brown Alternative Segment B alignments as presented by TxDOT in their US 380 EIS Schematic 30% designs submitted to the Town on May 3, 2021, due to the negative impacts on existing and future development within the southeast quadrant of the Town of Prosper since the alternative alignments are inconsistent with the Town’s Thoroughfare Plan and current alignment of said highway. Proposed Motion: I move to approve a resolution supporting U.S. Highway 380 as a Controlled Access Highway and strongly opposing the consideration of the New Gold or Brown Alternative Segment B alignments as presented by TxDOT in their US 380 EIS Schematic 30% designs submitted to the Town on May 3, 2021, due to the negative impacts on existing and future development within the southeast quadrant of the Town of Prosper since the alternative alignments are inconsistent with the Town’s Thoroughfare Plan and current alignment of said highway. Page 113 Item 6. TOWN OF PROSPER, TEXAS RESOLUTION NO. 2021-__ A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, SUPPORTING U.S. HIGHWAY 380 AS A CONTROLLED ACCESS HIGHWAY; CONTINUE SUPPORTING THE TXDOT RECOMMENDED ALIGNMENT AS PRESENTED ON MAY 6, 2019, FOR U.S. HIGHWAY 380 WITHIN THE CORPORATE LIMITS OF THE TOWN; STRONGLY OPPOSING ANY PROPOSED ALIGNMENT CHANGE, INCLUDING THE NEW PROPOSED GOLD OR BROWN ALTERNATIVE SEGMENT B ALIGNMENTS AS PRESENTED IN TXDOT’S US 380 EIS SCHEMATIC 30% DESIGN AND WITHIN THE CORPORATE LIMITS OF THE TOWN OF PROSPER; OPPOSING SAID ALIGNMENTS BECAUSE THEY ARE IN CONFLICT WITH EXISTING AND FUTURE DEVELOPMENT ALONG SAID ALTERNATIVES, AS MORE FULLY DESCRIBED IN THIS RESOLUTION; FINDING THAT SAID ALIGNMENTS ARE NOT CONSISTENT WITH THE TOWN’S THOROUGHFARE PLAN AND CURRENT ALIGNMENT OF SAID ROADWAY; MAKING FINDINGS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, since October 2018, the Texas Department of Transportation (“TxDOT”) has held numerous public hearings to consider the feasibility study of expanding U.S. Highway 380 in Collin County to a Limited Access Roadway, or more commonly referred to by TxDOT as a Controlled Access Highway; and WHEREAS, TxDOT’s initial public meetings did not include a bypass option for U.S. Highway 380 within the Town’s corporate limits while later plans did include a bypass option within the Town’s corporate limits; and WHEREAS, the Town of Prosper has adopted five (5) prior resolutions in support of the current alignment of U.S. Highway 380 expanding to a Limited Access Roadway (LAR) within the corporate limits of the Town; and WHEREAS, the Town’s Thoroughfare Plan, adopted after multiple public hearings and intensive citizen input, depicts U.S. Highway 380 along its current route; and WHEREAS, TxDOT presented the TxDOT Recommended Alignment for U.S. Highway 380 in Collin County at a public meeting on May 6, 2019; and WHEREAS, the TxDOT Recommended Alignment for U.S. Highway 380 in the Town is consistent with the current alignment of U.S. Highway 380 and the Town of Prosper’s Thoroughfare Plan. WHEREAS, TxDOT finalized the US 380 Collin County Feasibility Study Final Report and Implementation Plan in March 2020, including the Recommended Alignment for U.S. Highway 380 along the current alignment within the Town; and WHEREAS, TxDOT held an Overall Project Update Meeting on October 12, 2020, and then a more detailed Agency Scoping Meeting on October 29, 2020, for the U.S. Highway 380 Environmental Impact Study (EIS) from Coit Road to FM 1827 and at that time introduced Gold and Brown Alternative Segment B Alignments within the Town limits; and Page 114 Item 6. Resolution No. 2021-__, Page 2 WHEREAS, in Resolution No. 2020-87, approved by the Town Council on or about November 24, 2020, the Town Council specifically and explicitly opposed any alternative Segment B alignments because they “negatively impact[ed] existing and planned future developments in the Towns within the Town”; and WHEREAS, in public meetings held by TxDOT in January and February, 2021, TxDOT again showed the Gold or Brown Alternative Segment B Alignments, strong opposition to which Alignments had been addressed and expressed by the Town in Resolution No. 2020-87; and WHEREAS, thereafter, the Town was made aware of new, revised Gold or Brown Alternative Segment B Alignments on May 3, 2021, when 30% Schematic Plans were presented by TxDOT to the Town; and WHEREAS, the Town hired an engineering consultant to assist in the review of the 30% Schematic Plans, which comments were provided to TxDOT on May 28, 2021, regarding the new Gold or Brown Alternative Segment B Alignments; and WHEREAS, the new Gold or Brown Alternative Segment B Alignments are and remain incongruent with all prior Resolutions adopted by the Town, including Resolution No. 2020-87, as well as the Town’s Thoroughfare Plan approved by Council; and WHEREAS, the new Gold or Brown Alternative Segment B Alignments continue to negatively impact both existing and planned future residential and commercial developments within the Town, as more fully described herein and as previously outlined in all prior Resolutions adopted by the Town; and WHEREAS, the Town Council further declares its opposition to any alignment of U.S. Highway 380 in the Town that is not consistent with the current alignment of U.S. Highway 380. NOW, THEREFORE, BE IT RESOLVED 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 Resolution as if fully set forth herein. SECTION 2 The Town Council of the Town of Prosper, Texas, supports U.S. Highway 380 being a Controlled Access Highway. SECTION 3 The Town Council hereby continues to express its strong support for the TxDOT Recommended Alignment presented by TxDOT at the May 6, 2019, Public Meeting and as included within the U.S. 380 Collin County Feasibility Study Final Report completed in March 2020 for the section within the corporate limits of the Town of Prosper, thereby acknowledging that the future expansion of U.S. Highway 380 will remain in its current alignment within the corporate limits of the Town, consistent with the Town’s Thoroughfare Plan. Page 115 Item 6. Resolution No. 2021-__, Page 3 SECTION 4 The Town Council expresses its strong opposition to any alignment that is not consistent with the current alignment of U.S. Highway 380 in the Town. SECTION 5 The new proposed Gold or Brown Alternative Segment B Alignments will result in a controlled access highway that is closer in proximity than previous alignments to ManeGait and the location on its property where activities are conducted for children and adults with disabilities through the healing power of equine therapy. SECTION 6 The new proposed Gold or Brown Alternative Segment B Alignments will result in a controlled access highway that comes in close proximity to Founders Academy, a charter school almost fully constructed and scheduled to open to students in August 2021. SECTION 7 The new proposed Gold or Brown Alternative Segment B Alignments will result in a controlled access highway that is within close proximity of a cemetery scheduled to begin construction no later than August 2021. SECTION 8 The new proposed Gold or Brown Alternative Segment B Alignments will result in a controlled access highway that will bisect Ladera, an age-restricted senior community in the Town scheduled to begin construction no later than October 2021. SECTION 9 Moreover, the Town Council hereby expresses its strong opposition to any proposed alignment consideration of the New Gold or Brown Alternative Segment B Alignments for U.S. Highway 380 within the corporate limits of the Town of Prosper that are not consistent with the Town’s Thoroughfare Plan within the limits of the Town. SECTION 10 The Town Council hereby directs Town staff not to coordinate with TxDOT or any other entity related to the preservation of right-of-way for the expansion of U.S. Highway 380 as a Controlled Access Roadway while there exist alternative options for U.S. Highway 380 within the corporate limits of the Town of Prosper. SECTION 11 Any and all resolutions, rules, regulations, policies, or provisions in conflict with the provisions of this Resolution are hereby repealed and rescinded to the extent of any conflict herewith. Page 116 Item 6. Resolution No. 2021-__, Page 4 SECTION 12 This Resolution shall be effective from and after its passage by the Town Council. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 13TH DAY OF JULY, 2021. ___________________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Interim Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Page 117 Item 6. 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-A01.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-A01.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW SHLDSHLD [ US380A PROP ROWWB MAINLANESRAMP SHLDSUP 140' 26' VARIES 335'-372' 74' 11'11'10'12'12'0-12'0-12'15' 31' 8'14'14'10'2'2'2' SHLD SHLD EXIST/PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 140' 8'14'8'-47'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 5' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 5' LANE 29'-65' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS LAKEWOOD DR TO N CUSTER RD PROPOSED US 380 - 335'-372' ROW | WBML | EBML 1.5% VARIES VARIES CTB1 PROPOSED TYPICAL SECTION 1 LANE RAMP PGL | RAMP SHLDPGL | RAMP 8' LANE 14' RAMP 26' 4' SHLD PROPOSED TYPICAL SECTION 2 LANE RAMP PGL | RAMP SHLDPGL | RAMP 8' LANE 12' LANE 12' RAMP 36' 4' SHLD 2.0%2.0%PROP ROWSUP 140' 26' VARIES 167'-332' 11'11'11'11' 31' 14'10'2'2'EXIST ROW42' 14'12'12'2'2' WBFR EBFR LANE LANE | WBFR 5' 2.0%1.5% PGL 6' 2.0% 4:1 MAX 6:1 USUAL LANE LANE * LANES TO BE REMOVED WITH ULTIMATE BUILDOUT OF US380 WEST OF COIT RD STA 1305+00.00 TO STA 1331+00.00 8 ML, 2 LN FR, WITH RAMPS COIT RD TO LAKEWOOD DR PROPOSED INTERIM US 380 - 335'-372' ROW LANE SIDEWALK15'-20' VARIES * LANE * LANE EB RDWYWB RDWY SDWLKSDWLKEXIST ROWEXIST ROWMEDIAN 3'3' EXISTING US 380 COIT RD TO N CUSTER RD 78'-108' 156'-200' 6'14'12'11' 43' 16'11'12'14'6'3'3' 74'-95' [ US380 43' 2.0%2.0% [ US380A UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT 5° 48' 16.35" 0° 57' 17.75" 0° 41' 25.12"420.79' 318.25'635.91' 840.86'8300' 6000'1297+88.87 1312+63.39 1321+04.25 1304+24.78 1301+07.12 1316+84.18 7130603.68 7130782.41 2500233.98 2498666.48 BL_US380A_EB BL_US380A_WB CL_US380A CL_US380A_1 CL_US380A_2 BL_US380A_EB_1 BL_US380A_EB_2 5° 48' 16.35" 0° 56' 54.98" 0° 41' 37.15"418.76' 320.37'640.15' 836.81' 6040'1297+88.87 1312+67.638260' 1304+29.02 1321+04.44 1316+86.39 1301+09.24 7130563.69 2500236.497130742.44 BL_US380A_WB_1 BL_US380A_WB_2 6° 04' 21.00" 5° 48' 16.35" 0° 57' 40.82" 0° 41' 13.20" 316.13' 422.82' 631.67' 844.91' 5960' 8340' 1297+88.87 1312+59.15 1304+20.54 1321+04.07 1301+05.00 1316+81.97 7130643.66 7130822.38 2498664.05 2500231.46 6° 04' 21.00" 6° 04' 21.00"2498668.90N ROLL 1 OF 20 ROLL 1 OF 20US 380 - SEGMENT ACSJ 0135-02-065[ US380A STA 1343+00.00MATCHLINE SHEET 2380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 COIT RDLAKEWOOD DR[ US380A [ US380A PROP ROW PROP ROW PROP ROW | US380A-EB | US380A-EB | US380A-EB | US380A-WB | US380A-WB | US380A-WB CL_US380A_1 BL_US380A_WB_1 BL_US380A_WB_2 BL_US380A_EB_2 BL_US380A_EB_1 ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINTEXIST ROW PRESTWICK HOLLOW DRCL_US380A_2 STA 1297+74.21 [ US380A CSJ NO. 0135-02-065 BEGIN PROJECT [ US380A STA 1336+23.24 BEGIN MAINLANE CONSTRUCTION ELITE RDABBEYGALE DRJACE DRRED OAK CIR N HAMPTONBROOK DR 380 380 Page 118 Item 6. 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-A02.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-A02.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 43' 7' 1'8' 67' 1'8'8'12'12'12' 110'PROP ROWPROP ROWLANELANE MEDIANSIDEWALKSIDEWALK7' 2.0%2.0%1.5%1.5% LANELANELANELANE 7'11'12'11' [ INDEPENDENCE PKWY M6D MAJOR ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 FUTURE INDEPENDENCE PKWY SHLDSHLD [ US380A PROP ROWWB MAINLANESRAMP SHLDSUP 140' 26' VARIES 335'-372' 74' 11'11'10'12'12'0-12'0-12'15' 31' 8'14'14'10'2'2'2' SHLD SHLD EXIST/PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 140' 8'14'8'-47'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 5' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 5' LANE 29'-65' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS LAKEWOOD DR TO N CUSTER RD PROPOSED US 380 - 335'-372' ROW | WBML | EBML 1.5% VARIES VARIES CTB1 [ US380A EXIST/PROP ROWEB MAINLANES SUP 2'2'PROP ROW15'12'12'12'12'10'11'11'11'10' VARIES WB MAINLANESRAMP SHLD 8'14'15'12'12'12'12'10' VARIES VARIES 342'-418' | EBFR| WBFR SUP 26' 11'11' 25'-27' 10'2'2' WBFR LANE LANE | WBFR 5' 2.0%1.5% PGL 4:1 MAX 6:1 USUAL LANE SHLD26' 2.0% PGL | RAMP 74'74' 4' PGL 2.5% SHLD LANE LANE LANE LANE SHLD SHLD LANE LANE LANE LANE SHLD PGL2.5% RAMP SHLD 8'14'SHLD26' LANE PGL 2.0% 4' | RAMP 25'-50' PGL 2.0% 4:1 MAX 6:1 USUAL 5' EBFR 37' LANE LANE LANE STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS N CUSTER RD TO N STONEBRIDGE DR PROPOSED US 380 - 342'-418' ROW 1.5% 2' 8'-10' VARIES 8'-33' VARIES VARIES VARIES | WBML | EBML CTB1 CTR2 [ N CUSTER RD 5'5'20'12'12'12' 160' 2.0%2.0%1.5%1.5%SIDEWALKLANE LANE LANE MEDIAN LANE LANE LANE LANE LANE SIDEWALK12'12'12'12'12'19' PROPOSED N CUSTER RD (FM 2478) P6D PRINCIPAL ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 5'5'5' 9' 80'80'PROP ROWPROP ROW[ N CUSTER RD 6'10'12'12'12' 145'EXIST ROWVARIES VARIES2.0%2.0%SIDEWALKLANE LANE LANE MEDIANLANE LANE LANE LANE SIDEWALK12'12'12'12'12'10'2' 6' 2'EXIST ROW72'73' 2'3' 5' LANE LANE FUTURE EXISTING N CUSTER RD (FM 2478) SOUTH APPROACH AT US380 EB RDWYWB RDWY SDWLKSDWLKEXIST ROWEXIST ROWMEDIAN 3'3' EXISTING US 380 COIT RD TO N CUSTER RD 78'-108' 156'-200' 6'14'12'11' 43' 16'11'12'14'6'3'3' 74'-95' [ US380 43' 2.0%2.0% EXISTING US 380 N CUSTER RD TO LAKE FOREST RD EB RDWYWB RDWY MEDIAN 3'3' 73'-100' 14'12'11' 43' 16'11'12'14'3'3' 73'-115' [ US380 43' 2.0% 160'-206'EXIST ROWEXIST ROW2.0% UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380A_EB BL_US380A_WB CL_US380A CL_US380A_3 CL_US380A_4 9° 29' 52.43" 6° 43' 40.61"0° 21' 29.16" 0° 24' 22.87" 940.48' 1171.36' 1878.80' 2337.35' 16000' 14100' 1399+74.17 1418+52.97 1418+52.97 1441+90.32 1409+14.65 1430+24.33 7130895.27 7131168.31 2509464.48 2511558.59 BL_US380A_EB_3 BL_US380A_EB_4 6° 43' 40.61" 9° 29' 52.43" 0° 21' 25.94" 0° 24' 27.03" 942.83' 1168.04' 1883.49' 2330.72' 16040' 14060' 1399+74.36 1418+57.85 1418+57.85 1441+88.57 1409+17.19 1430+25.89 7131128.21 2509467.32 2511560.47 BL_US380A_WB_3 BL_US380A_WB_4 6° 43' 40.61" 9° 29' 52.43" 0° 21' 32.39" 0° 24' 18.73" 938.13' 1174.68' 1874.10' 2343.98' 15960' 14140' 1399+73.99 1418+48.09 1418+48.09 1441+92.07 1409+12.11 1430+22.77 7130935.24 2509461.64 2511556.71 7130855.30 7131208.40 N ROLL 2 OF 20ROLL 2 OF 20 US 380 - SEGMENT ACSJ 0135-02-065[ US380A STA 1424+00.00MATCHLINE SHEET 3CSJ 0135-02-065[ US380A STA 1343+00.00MATCHLINE SHEET 1380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 [ US380A [ US380A [ US380A PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW | US380A-EB | US380A-EB | US380A-EB | US380A-WB | US380A-WB | US380A-WB CL_US380A_3 BL_US380A_WB_3 BL_US380A_EB_4(FM 2478)N CUSTER RD(FM 2478)N CUSTER RDENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT [ US380A STA 1413+98.25 BEGIN BRIDGE EXIST ROW EXIST ROW PROP ROW [ US380A STA 1422+73.23 END BRIDGE [ US380A STA 1354+56.91 END BRIDGE [ US380A STA 1351+26.89 BEGIN BRIDGE EXIST ROW CL_US380A_4 BL_US380A_WB_4 BL_US380A_EB_3 RED BUD DRWALNUT GROVEFUTURE INDEPENDENCE PKWYNTMWD WATERLINE EXISTING 48" WATERLINE 42" NTMWD 380 380 Page 119 Item 6. 1425+00 1430+00 1435+00 1440+00 1 44 5+0 0 1 45 0+ 00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+001425+00 1430+00 1435+00 1440+00 1 44 5+0 0 1 45 0+ 00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+001425+00 1430+00 1435+00 1440+00 14 45+ 00 14 50+0 0 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1425+00 1430+00 1435+00 1440+00 14 4 5+ 0 0 14 50+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-A03.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-A03.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW [ US380A EXIST/PROP ROWEB MAINLANES SUP 2'2'PROP ROW15'12'12'12'12'10'11'11'11'10' VARIES WB MAINLANESRAMP SHLD 8'14'15'12'12'12'12'10' VARIES VARIES 342'-418' | EBFR| WBFR SUP 26' 11'11' 25'-27' 10'2'2' WBFR LANE LANE | WBFR 5' 2.0%1.5% PGL 4:1 MAX 6:1 USUAL LANE SHLD26' 2.0% PGL | RAMP 74'74' 4' PGL 2.5% SHLD LANE LANE LANE LANE SHLD SHLD LANE LANE LANE LANE SHLD PGL2.5% RAMP SHLD 8'14'SHLD26' LANE PGL 2.0% 4' | RAMP 25'-50' PGL 2.0% 4:1 MAX 6:1 USUAL 5' EBFR 37' LANE LANE LANE STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS N CUSTER RD TO N STONEBRIDGE DR PROPOSED US 380 - 342'-418' ROW 1.5% 2' 8'-10' VARIES 8'-33' VARIES VARIES VARIES | WBML | EBML CTB1 CTR2 EXISTING US 380 N CUSTER RD TO LAKE FOREST RD EB RDWYWB RDWY MEDIAN 3'3' 73'-100' 14'12'11' 43' 16'11'12'14'3'3' 73'-115' [ US380 43' 2.0% 160'-206'EXIST ROWEXIST ROW2.0% SHLDSHLD [ US380A WB MAINLANES VARIES 248' TO 259' 12'12'12'12'15' SHLD SHLD PROP ROWEB MAINLANES SUP 23' 26' 10'12'12'12'12'15' 100' 8'10'2'11'2'PROP ROWSUP 37' 100' 0-12'10' 2'2'11'11'11' 25'-36' EBFRWBFR | WBFR | EBFR 2.5%PGL PGL2.5% 2' AUX LANE LANE LANE LANE LANE LANE LANE LANE PGL 2.0% LANE LANE 11' LANE LANE 3' STA 1466+00.00 TO STA 1469+00.00 8 ML, 2 LN CANTILEVER FR TREMONT BLVD TO GRASSMERE LN PROPOSED US 380 - 248'-259' ROW 1.5% VARIES 5'-8' VARIES 0'-5' VARIES LANE 10' 8'- 3:1 MAX ROCK RIPRAP | WBML | EBML CTB1 CTR2 CTR2 2CTR CTR2 CTR2 EXISTING US 380 TREMONT BLVD TO GRASSMERE LN EB RDWYWB RDWY MEDIAN 3'2'11'12'12' 40' 15'11'12'12'3'2' [ US380 40' 2.0% VARIES (153' TYPICAL)EXIST ROWEXIST ROWLANE LANELANELANELANELANE 2.0% VARIES (76.5' TYPICAL)VARIES (76.5' TYPICAL) 7.5' 85.5' 145'PROP ROWPROP ROW5' 59' 5'11'11'22'SIDEWALKLANELANELANELANELANE SIDEWALK1.5%2.0%2.0%1.5% PROPOSED N STONEBRIDE DR [ N STONEBRIDGE DR MEDIAN G4D GREENWAY ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 VAR11'11'11'VAR 72.5'72.5' 145'EXIST ROWEXIST ROWCROSS STREET SECTION AT [ US380 3'-18'11'11'11'4'4'2'-16'11'11'21'MEDIANLANELANELANELANE SIDEWALK1.5%2.0%2.0%1.5% EXISTING N STONEBRIDE DR [ N STONEBRIDGE DR VARIES VARIES SIDEWALK2.5' SHLDSHLDPROP ROWPROP ROWWB MAINLANES 350' 86' 12'12'12'12'13-15'10'12' SHLD EB MAINLANES 86' 12'12'12'12'13-15'6' 2- 10'12' AUX LANE LANE LANE LANE LANE LANE LANE LANE AUX SHLD 2.5%2.5%PGLPGL STA 1492+22.32 TO STA 1515+71.04 WILSON CREEK CROSSING BETWEEN W UNIVERSITY DR AND WILMETH RD SUP 26' 11'11'MIN 14' 10'2' WBFR LANE LANE 2' 2' | WBFR 2.0% PGL SUP 26' 11'11'10'2' WBFR LANELANE 2' 2' | WBFR 2.0% PGL 148'26' MIN 148'26' MIN PROPOSED US 380 - 350' ROW VARIES 1' VARIES 1' VARIES VARIES MIN 10' 2CTR C221 C221 2CTR [ US380A| WBML | EBML CTR2 CTR22CTR2CTR CTR2 UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380A_EB BL_US380A_WB CL_US380A CL_US380A_4 CL_US380A_5 CL_US380A_6 9° 29' 52.43" 3° 58' 54.14" 0° 24' 22.87" 0° 24' 22.87" 2° 36' 15.67" 1171.36' 490.13' 2354.56' 2337.35' 979.86' 3605.01' 14100' 14100' 2200'93° 53' 13.96" 1418+52.97 1449+38.82 1473+78.33 1441+90.32 1459+18.68 1509+83.34 1430+24.33 1454+28.95 1497+32.89 7131168.31 7131081.28 7131224.91 2511558.59 2513967.00 2518268.94 BL_US380A_EB_4 BL_US380A_EB_5 BL_US380A_EB_6 9° 29' 52.43" 3° 58' 54.14" 93° 53' 13.96" 0° 24' 27.03" 0° 24' 18.73" 2° 33' 28.25" 1168.04' 491.52' 2397.37' 2330.72' 982.64' 3670.56' 14060' 14140' 2240' 1418+57.85 1449+37.07 1473+79.36 1441+88.57 1459+19.71 1510+49.92 1430+25.89 1454+28.59 1497+76.73 7131128.21 7131041.26 7131186.36 2511560.47 2513966.95 2518313.07 BL_US380A_WB_4 BL_US380A_WB_5 BL_US380A_WB_6 9° 29' 52.43" 3° 58' 54.14" 93° 53' 13.96" 0° 24' 18.73" 0° 24' 27.03" 1174.68' 488.74' 2311.75'2° 39' 09.30" 2343.98' 977.08' 3539.46' 14140' 14060' 2160' 1418+48.09 1449+40.57 1473+77.30 1441+92.07 1459+17.65 1509+16.76 1430+22.77 1454+29.30 1496+89.05 7131121.31 7131263.46 2511556.71 2513967.06 2518224.82 7131208.40 N ROLL 3 OF 20 ROLL 3 OF 20US 380 - SEGMENT ACSJ 0135-02-065[ US380A STA 1424+00.00MATCHLINE SHEET 2CSJ 0 1 3 5- 0 2- 1 6 5 [ US3 8 0 A STA 1 5 0 0 +0 0. 0 0MATCHLINE SHEET 4 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 N STONEBRIDGE DRTREMONT BLVD GRASSMERE LNGRASSMERE LN[ US380A [ US380A PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW | US380A-EB | US380A-EB | US380A-EB | US380A-WB | US380A-WB | US380A-WB ANNO GO-BYS CL_US380A_4 CL_US380A_5 CL_US380A_6 BL_US380A_WB_6 BL_US380A_EB_6 BL_US380A_WB_4 BL_US380A_EB_4 BL_US380A_WB_5 BL_US380A_EB_5 [ US380A STA 1492+22.32 BEGIN BRIDGES [ US380A STA 1435+34.41 BEGIN BRIDGE [ US380A STA 1424+88.35 BEGIN BRIDGE EN V IRO N MEN TA L C LEA R A N C E FO O TPR INT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT E NVIRO NME NT AL C L E AR ANC E F OOT P R IN T ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT EXIST ROW EXIST ROW [ US380A STA 1431+08.56 END BRIDGE ROCKLEDGE DR CAMBERTON DRPROVINCE ST W ATCH HILL LN LA CIMA DRHARVEST H ILL LN WOODWAY DRCANYON WREN DRVAN LANDINGHAM DRB A LD E A G LE D R FREEDOM DRFLEETW OOD ST PERCY DR STATE BLVDW ESCOTT ARDMORE ST TABITHA DR[ US380A STA 1438+80.01 END BRIDGE [ US380A STA 1466+14.88 BEGIN BRIDGE [ US380A STA 1473+63.36 END BRIDGE [ US380A STA 1477+76.51 BEGIN BRIDGE [ US380A STA 1481+03.95 END BRIDGE W U N IV ER SITY D R 380 380 Page 120 Item 6. 1505+00 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+001 57 5+001580+00 1585+001505+00 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+001 57 5+001580+00 1585+001500+001505+00 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1 5 6 5 + 0 0 1570+001 5 7 5 +0 0 1580+00 1585+001500+001505+00 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1 5 6 5+ 0 0 1570+001 5 7 5 +0 0 1580+00 1585+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-A04.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-A04.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW SHLDSHLD [ US380A PROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS LAKE FOREST DR TO HARDIN BLVD PROPOSED US 380 - 362' ROW 1.5% | WBML | EBML CTB1 SHLDSHLDPROP ROWPROP ROWWB MAINLANES 350' 86' 12'12'12'12'13-15'10'12' SHLD EB MAINLANES 86' 12'12'12'12'13-15'6' 2- 10'12' AUX LANE LANE LANE LANE LANE LANE LANE LANE AUX SHLD 2.5%2.5%PGLPGL STA 1492+22.32 TO STA 1515+71.04 WILSON CREEK CROSSING BETWEEN W UNIVERSITY DR AND WILMETH RD SUP 26' 11'11'MIN 14' 10'2' WBFR LANE LANE 2' 2' | WBFR 2.0% PGL SUP 26' 11'11'10'2' WBFR LANELANE 2' 2' | WBFR 2.0% PGL 148'26' MIN 148'26' MIN PROPOSED US 380 - 350' ROW VARIES 1' VARIES 1' VARIES VARIES MIN 10' 2CTR C221 C221 2CTR [ US380A| WBML | EBML CTR2 CTR22CTR2CTR CTR2 PROPOSED FUTURE WILMETH RD 151'PROP ROWPROP ROW81'70' 11'11'11'25' LANELANELANELANELANELANE 1.5%2.0%2.0%1.5% 7' LANE LANEMEDIAN G4D GREENWAY ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 [ CR 124/FUTURE WILMETH RD 19' 11'11'11'11'11'19' EXISTING CR 124 CROSS STREET SECTION AT [ US380 [ CR 124 ?EXIST ROWEXIST ROW12'12' ?? LANELANE 2.0%2.0% PROPOSED FUTURE BLOOMDALE RD [ FUTURE BLOOMDALE RD 20'12'12'12' 130'PROP ROWPROP ROW2.0%2.0%1.5%1.5% LANE LANE LANE LANE LANE LANE 12'12'12'19'19' 65'65' MEDIAN P6D PRINCIPAL ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 WILMETH RD TO CR 161 UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380A_EB BL_US380A_WB CL_US380A CL_US380A_6 CL_US380A_7 2° 36' 15.67"2354.56' 4066.43' 3605.01' 5946.05' 2200' 3400'100° 12' 03.60"1° 41' 06.61" 93° 53' 13.96"1473+78.33 1553+62.03 1509+83.34 1613+08.07 1497+32.89 1594+28.45 7131224.91 7141969.31 2518268.94 2517177.66 BL_US380A_EB_6 BL_US380A_EB_7 93° 53' 13.96"2° 33' 28.25" 1° 42' 18.83" 2397.37' 4018.59'100° 12' 03.60" 3670.56' 5876.09' 2240' 3360' 1473+79.36 1554+28.61 1510+49.92 1613+04.70 1497+76.73 1594+47.19 7131186.36 7141925.76 2518313.07 2517222.29 BL_US380A_WB_6 BL_US380A_WB_7 93° 53' 13.96" 1° 39' 56.07" 2311.75' 4114.27'100° 12' 03.60" 2° 39' 09.30"3539.46' 6016.00' 2160' 3440' 1473+77.30 1552+95.45 1509+16.76 1613+11.45 1496+89.05 1594+09.72 7131263.46 7142012.86 2518224.82 2517133.03N ROLL 4 OF 20 ROLL 4 OF 20US 380 - SEGMENT ACSJ 0135-02-165 [ US380A STA 1586+00.00 MATCHLINE SHEET 9CSJ 0135-02-165[ US380A STA 1500+00.00MATCHLINE SHEET 3380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 [ US380A [ US380A [ US380A PROP ROW PROP ROW PROP ROW PROP ROW P R OP R OWP R OP R OW| US380A-EB | US380A-EB | US380A-EB | US380A-WB | US380A-WB | US380A-WB [ US380A STA 1515+71.04 END BRIDGE [ US380A STA 1511+27.35 END BRIDGE [ US380A STA 1511+39.12 END BRIDGE E NVI R ONME NT AL C L E AR ANC E F OOTP RI NT ENVI RONMENTAL CLEARANCE FOOTPRI NTENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT BL_US380A_WB_6 CL_US380A_6 BL_US380A_EB_6 BL_US380A_WB_7 CL_US380A_7 BL_US380A_EB_7 [ US380A STA 1533+84.33 BEGIN BRIDGE [ US380A STA 1536+44.33 END BRIDGE [ US380A STA 1569+97.21 BEGIN BRIDGE [ US380A STA 1575+64.88 BEGIN BRIDGECR 124/FUTURE WILMETH RDF UTURE BLOOMDALE ROAD WES TWILSON CREEKWATERLINE 72" CITY OF IRVING CR 124/FUTURE WILMETH RD380 380 Page 121 Item 6. 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-B01.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-B01.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 140' 26' VARIES 335'-372' 74' 11'11'10'12'12'0-12'0-12'15' 31' 8'14'14'10'2'2'2' SHLD SHLD EXIST/PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 140' 8'14'8'-47'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 5' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 5' LANE 29'-65' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS LAKEWOOD DR TO N CUSTER RD PROPOSED US 380 - 335'-372' ROW | WBML | EBML 1.5% VARIES VARIES CTB1 EB RDWYWB RDWY SDWLKSDWLKEXIST ROWEXIST ROWMEDIAN 3'3' EXISTING US 380 COIT RD TO N CUSTER RD 78'-108' 156'-200' 6'14'12'11' 43' 16'11'12'14'6'3'3' 74'-95' [ US380 43' 2.0%2.0%PROP ROWSUP 140' 26' VARIES 167'-332' 11'11'11'11' 31' 14'10'2'2'EXIST ROW42' 14'12'12'2'2' WBFR EBFR LANE LANE | WBFR 5' 2.0%1.5% PGL 6' 2.0% 4:1 MAX 6:1 USUAL LANE LANE * LANES TO BE REMOVED WITH ULTIMATE BUILDOUT OF US380 WEST OF COIT RD STA 1305+00.00 TO STA 1331+00.00 8 ML, 2 LN FR, WITH RAMPS COIT RD TO LAKEWOOD DR PROPOSED INTERIM US 380 - 335'-372' ROW LANE SIDEWALK15'-20' VARIES * LANE * LANE [ US380B [ US380B UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380B_EB BL_US380B_WB CL_US380B CL_US380B_1 CL_US380B_2 CL_US380B_3 5° 48' 16.35" 53° 30' 32.05" 0° 57' 17.75" 0° 41' 25.12" 1° 50' 53.70" 318.25' 420.79' 1562.83' 6° 04' 21.00"635.91' 840.86' 2895.11' 6000' 8300' 3100' 1297+88.87 1312+63.39 1339+26.10 1304+24.78 1321+04.25 1368+21.21 1301+07.12 1316+84.18 1354+88.93 7130603.68 7130782.41 7130828.94 2498666.48 2500233.98 2504039.16 BL_US380B_EB_1 BL_US380B_EB_2 BL_US380B_EB_3 5° 48' 16.35" 53° 30' 32.05" 0° 56' 54.98" 0° 41' 37.15" 1° 49' 28.94" 320.37' 418.76' 1583.00' 6° 04' 21.00"640.15' 836.81' 2932.47' 6040' 8260' 3140' 1297+88.87 1312+67.63 1339+26.28 1304+29.02 1321+04.44 1368+58.75 1301+09.24 1316+86.39 1355+09.28 7130563.69 7130742.44 7130789.19 2500236.49 2504059.81 BL_US380B_WB_1 BL_US380B_WB_2 BL_US380B_WB_3 5° 48' 16.35" 53° 30' 32.05" 0° 57' 40.82" 0° 41' 13.20" 1° 52' 20.68" 6° 04' 21.00"316.13' 422.82' 1542.67' 631.67' 844.91' 2857.75' 5960' 8340' 3060' 1297+88.87 1312+59.15 1339+25.91 1304+20.54 1321+04.07 1367+83.66 1301+05.00 1316+81.97 1354+68.58 7130643.66 7130822.38 7130868.69 2498664.05 2500231.46 2498668.90 2504018.50 N US 380 - SEGMENT BROLL 5 OF 20 ROLL 5 OF 20CSJ 0135-02-065[ US380B STA 1349+00.00MATCHLI NE SHEET 6380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 COIT RDLAKEWOOD DRPROP ROW [ US380B PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW | US380B-WB | US380B-EB CL_US380B_1 CL_US380B_2 BL_US380B_WB_1 BL_US380B_EB_1 BL_US380B_WB_2 BL_US380B_EB_2 CL_US380B_3 BL_US380B_WB_3 BL_US380B_EB_3 ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT STA 1297+74.21 [US380B CSJ NO. 0135-02-065 BEGIN PROJECT [ US380B STA 1336+23.24 BEGIN MAINLANE CONSTRUCTION RED BUD DR380 380380 Page 122 Item 6. 13 5 0 + 0 0 1355+001360+001365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1 4 1 5+ 0 0 1 3 5 0 + 0 0 1355+001360+001365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1 4 1 5+ 0 0 1350 +00 1355+001360+001365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1 4 15+ 00 1 3 5 0 + 0 0 1355+001360+001365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1 4 1 5+ 0 0 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-B02.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-B02.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 76' 10'8'12'12'12'PROP ROWPROP ROWLANE MEDIANSIDEWALK2.0%2.0%1.5%1.5% LANELANELANELANE 42'12'12' [ INDEPENDENCE PKWY FUTURE INDEPENDENCE PKWY 5' M6D MAJOR ARTERIAL (INTERSECTION) SOUTH OF US380 AND NORTH OF W UNIVERSITY DR 2' VARIES VARIES SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' PROPOSED US 380 - 362' ROW 1.5% | WBML | EBML CTB1 EB RDWYWB RDWY SDWLKSDWLKEXIST ROWEXIST ROWMEDIAN 3'3' EXISTING US 380 COIT RD TO N CUSTER RD 78'-108' 156'-200' 6'14'12'11' 43' 16'11'12'14'6'3'3' 74'-95' [ US380 43' 2.0%2.0% STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS EXISTING US 380 TO CR 161 [ US380B UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380B_EB BL_US380B_WB CL_US380B CL_US380B_3 CL_US380B_4 53° 30' 32.05" 35° 19' 25.53" 1° 50' 53.70" 0° 42' 26.48" 1562.83' 2579.10' 2895.11' 4993.78' 3100' 8100' 1339+26.10 1398+08.77 1368+21.21 1448+02.55 1354+88.93 1423+87.87 7130828.94 7136612.10 2504039.16 2508208.66 BL_US380B_EB_3 BL_US380B_EB_4 53° 30' 32.05" 36° 35' 28.02" 1° 49' 28.94" 0° 42' 39.12" 1583.00' 2664.90' 2932.47' 5147.40' 3140' 8060' 1339+26.28 1398+46.31 1368+58.75 1449+93.72 1355+09.28 1425+11.21 7130789.19 2504059.81 2508291.28 BL_US380B_WB_3 BL_US380B_WB_4 53° 30' 32.05" 36° 35' 28.02" 1° 52' 20.68" 0° 42' 13.97" 1542.67' 2691.35' 2857.75' 5198.49' 3060' 8140' 1339+25.91 1397+71.23 1367+83.66 1449+69.72 1354+68.58 1424+62.58 7130868.69 7136726.54 2508241.86 7136658.30 2504018.50 N ROLL 6 OF 20 ROLL 6 OF 20US 380 - SEGMENT BCSJ 0135-02-065[ US380B STA 1349+00.00MATCHLINE SHEET 1CSJ 0135-15-002[ US380B STA 1419+00.00MATCHLINE SHEET 3380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 [ US380B [ US380BPROP ROW PROP ROW PROP ROW PROP ROW PRO P ROW PROP ROW | US380B-EB | US380B-EB | US380B-WB | US380B-WB ANNO GO-BYS CL_US380B_3 BL_US380B_WB_3 CL_US380B_4 BL_US380B_WB_4 BL_US380B_EB_4 BL_US380B_EB_3 ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT [ US380B STA 1393+41.52 BEGIN BRIDGE [ US380B STA 1393+51.90 BEGIN BRIDGE [ US380B STA 1413+23.45 END BRIDGE [ US380B STA 1362+80.13 END BRIDGE [ US380B STA 1351+25.05 BEGIN BRIDGE [ US380B STA 1353+36.92 BEGIN BRIDGE [ US380B STA 1351+26.31 BEGIN BRIDGE [ US380B STA 1360+83.92 END BRIDGE [ US380B STA 1367+36.51 END BRIDGE [ US380B STA 1394+16.44 BEGIN BRIDGE [ US380B STA 1394+70.54 BEGIN BRIDGE [ US380B STA 1394+85.32 BEGIN BRIDGE [ US380B STA 1412+66.46 END BRIDGE FUTURE INDEPENDENCE PKW Y U NIVERSIT Y DRIVE/E XISTIN G US 380 380 380 Page 123 Item 6. 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-B03.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-B03.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW PROPOSED N CUSTER RD (FM 2478) P6D PRINCIPAL ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 [ N CUSTER RD 5'5'24' 2.0%2.0%1.5%1.5%SIDEWALKLANE LANE MEDIAN LANE LANE LANE LANE LANE SIDEWALK12'12'12'12'12'5'5'PROP ROWPROP ROW 12'12'14' 1' VARIES 76'-93'71' VARIES 147'-164' VARIES [ N CUSTER RD 38' 127'EXIST ROWSIDEWALKLANE LANE SIDEWALKEXIST ROW69'58' LANE LANE FUTURE EXISTING N CUSTER RD (FM 2478) SOUTH APPROACH AT US380 MEDIAN 14'11'14'11'2'2'5'2' 3.5'3.5' 5'2' SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' PROPOSED US 380 - 362' ROW 1.5% | WBML | EBML CTB1 3'5'11' 2.0%2.0%1.5%1.5%SIDEWALKLANE LANE LANE MEDIANLANE LANE LANE LANE LANE SIDEWALK10'7'5'PROP ROWPROP ROWFUTURE N STONEBRIDGE DR SOUTH APPROACH AT US380 11'11'11'11'11'11'11'11'10' 139' 5.5' 69.5'69.5' [ FUTURE N STONEBRIDGE DR STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS EXISTING US 380 TO CR 161 [ US380B UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380B_EB BL_US380B_WB CL_US380B CL_US380B_4 35° 19' 25.53"0° 42' 26.48"2579.10'4993.78'8100'1398+08.77 1448+02.55 1423+87.87 7136612.10 2508208.66 BL_US380B_EB_4 36° 35' 28.02"0° 42' 39.12"2664.90'5147.40'8060'1398+46.31 1449+93.72 1425+11.21 2508291.28 BL_US380B_WB_4 36° 35' 28.02"0° 42' 13.97"2691.35'5198.49'8140'1397+71.23 1449+69.72 1424+62.58 7136726.54 2508241.86 7136658.30 N ROLL 7 OF 20 ROLL 7 OF 20US 380 - SEGMENT BCSJ 0 1 3 5 - 1 5 - 0 0 2 [ US3 8 0 B STA 1 4 1 9 +0 0. 0 0MATCHLINE SHEET 6 CSJ 0135-15-002[ US380B STA 1492+00.00MATCHLINE SHEET 8380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 [ US380B [ US380B PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW | US380B-EB | US380B-EB | US380B-WB | US380B-WB ANNO GO-BYS CL_US380B_4 BL_US380B_EB_4 BL_US380B_WB_4 EASY LN ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINTENVIRONMENTAL CLEARANCE FOOTPRINT [ US380B STA 1426+11.05 BEGIN BRIDGE [ US380B STA 1449+63.17 END BRIDGES [ US380B STA 1486+72.87 END BRIDGE [ US380B STA 1482+97.87 BEGIN BRIDGE WATERLINE CITY OF IRVING [ US380B STA 1428+29.09 BEGIN BRIDGE [ US380B STA 1449+63.17 END BRIDGES [ US380B STA 1446+59.57 BEGIN BRIDGES [ US380B STA 1449+63.17 END BRIDGE PROP BY OTHERS NTMWD WATERLINEFIRST ST(FM 2478)N CUSTER RD(FM 2478)N CUSTER RDSTONEBRIDGE DRFUTURE N STONEBRIDGE DRFUTURE N CR 124CR 1 2 4 380380 380 Page 124 Item 6. 1 49 5+0 0 1 50 0+0 0 1 50 5+ 0 0 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1 49 5+0 0 1 50 0+ 0 0 1 5 0 5+ 0 0 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1 49 5+0 0 1 50 0+0 0 1 50 5+ 0 0 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1 49 5+0 0 1 50 0+ 0 0 1 5 0 5+ 0 0 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-B04.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-B04.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW PROPOSED FUTURE BLOOMDALE RD [ FUTURE BLOOMDALE RD 20'12'12'12' 130'PROP ROWPROP ROW2.0%2.0%1.5%1.5% LANE LANE LANE LANE LANE LANE 12'12'12'19'19' 65'65' MEDIAN P6D PRINCIPAL ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 EXISTING CR 163/164 CROSS STREET SECTION AT [ US380 [ CR 163/164 ?EXIST ROWEXIST ROW20' MIN ?? 2.0%2.0% SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' PROPOSED US 380 - 362' ROW 1.5% | WBML | EBML CTB1 SHLDSHLD [ US380A PROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' VARIES 356'-362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' VARIES 137'-148' 8'14'8'-14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS CR 161 TO LAKE FOREST DR PROPOSED US 380 - VARIABLE ROW WIDTH 1.5% VARIES (28'-50') VARIES | WBML | EBML CTB1 STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS EXISTING US 380 TO CR 161 [ US380B PROPOSED FUTURE BLOOMDALE RD - 130' ROW P6D PRINCIPAL ARTERIAL (INTERSECTION) CROSS STREET SECTION AT [ US380 [ FUTURE BLOOMDALE RD 1'8'1'8'20'12'12'12' 130'PROP ROWPROP ROW2.0%2.0%1.5%1.5%SIDEWALKLANE LANE LANE MEDIANLANE LANE LANE SIDEWALK12'12'12'10'10' 65'65' EXISTING CR 163/164 - UNKNOWN ROW CROSS STREET SECTION AT [ US380 [ CR 163/164 ?EXIST ROWEXIST ROW20' MIN ?? 2.0%2.0% SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 3:1 MAX 4:1 USUAL 3:1 MAX 4:1 USUAL LANE LANE 4'4' PROPOSED US 380 - 362' ROW 1.5% 1CTB SHLDSHLD [ US380A PROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' VARIES 356'-362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' VARIES 137'-148' 8'14'8'-14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 3:1 MAX 4:1 USUAL 3:1 MAX 4:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS CR 161 TO LAKE FOREST DR PROPOSED US 380 - VARIABLE ROW WIDTH 1.5% VARIES (28'-50') VARIES 1CTB STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS EXISTING US 380 TO CR 161 [ US380B UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380B_EB BL_US380B_WB CL_US380B CL_US380B_5 CL_US380B_6 1° 16' 02.49" 22° 27' 10.72" 0° 42' 26.48"89.59' 857.46' 179.17' 1692.91' 8100' 4320' 1448+02.55 1508+02.21 1449+81.72 1524+95.13 1448+92.14 1516+59.671° 19' 34.65" 7137475.90 7139524.26 2510733.69 2517183.79 BL_US380B_EB_5 22° 27' 10.72"1° 18' 50.84"865.40'1708.59'4360'1508+14.21 1525+22.80 1516+79.61 7139488.54 2517203.46 BL_US380B_WB_5 22° 27' 10.72"1° 20' 19.27"849.52'1677.24'4280'1507+90.22 1524+67.46 1516+39.74 7139559.99 2517164.12N ROLL 8 OF 20 ROLL 8 OF 20CSJ 0135-15-002[ US380B STA 1492+00.00MATCHLINE SHEET 7US 380 - SEGMENT BCSJ 0135-15-002[ US380A STA 1586+00.00[ US380B STA 1536+57.74=MATCHLI NE SHEET 9380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 FUTURE BLOOMDALE RD[ US380B PROP ROW PROP ROW PROP ROW PROP ROW | US380B-EB | US380B-WB ANNO GO-BYS CL_US380B_5 BL_US380B_WB_5 BL_US380B_EB_5 [ US380B STA 1521+22.26 BEGIN BRIDGES [ US380B STA 1523+72.38 END BRIDGES ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENV IRONMENTAL CLEARANCE FOOTPR INT ENV IRONMENTAL CLEARANCE FOOTPR INT [ US380B STA 1532+40.37 END BRIDGE[ US380B STA 1527+05.37 BEGIN BRIDGE 380 380 Page 125 Item 6. 1590+00 1595+00 1600+00 1605+00 1610+00 1615+00 1620+00 1625+00 1630+00 1635+00 1640+00 1645+00 1650+00 1655+00 1590+00 1595+00 1600+00 1605+00 1610+00 1615+00 1620+00 1625+00 1630+00 1635+00 1640+00 1645+00 1650+00 1655+00 1590+00 1595+00 1600+00 1605+00 1610+00 1615+00 1620+00 1625+00 1630+00 1635+00 1640+00 1645+00 1650+00 1655+00 1590+00 1595+00 1600+00 1605+00 1610+00 1615+00 1620+00 1625+00 1630+00 1635+00 1640+00 1645+00 1650+00 1655+00 ONLY PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-E01.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-E01.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW EXISTING CR 163/164 CROSS STREET SECTION AT [ US380 [ CR 163/164 ?EXIST ROWEXIST ROW20' MIN ?? 2.0%2.0% 67' 7' 1'8' 67' 1'8'8'12'12'12' 134'PROP ROWPROP ROWLANE LANELANE MEDIANSIDEWALKSIDEWALK7' 2.0%2.0%1.5%1.5% LANELANELANELANE 7'11'12'12'12'11' LANE PROPOSED CR 161/FUTURE RIDGE RD [ CR 161/FUTURE RIDGE RD M6D MAJOR ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 EXISTING CR 161 CROSS STREET SECTION AT [ US380 [ CR 161 24'EXIST ROWEXIST ROW12'12' LANELANE 2.0%2.0% 67' 7' 1'8' 67' 1'8'8'12'12'12' 134'PROP ROWPROP ROWLANE LANELANE MEDIANSIDEWALKSIDEWALK7' 2.0%2.0%1.5%1.5% LANELANELANELANE 7'11'12'12'12'11' LANE [ LAKE FOREST DR M6D MAJOR ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 PROPOSED LAKE FOREST DR (FM 1461) VARIES (81' MAX)VARIES (84' MAX) 12'12' 165'EXIST ROWEXIST ROWLANELANE MEDIAN2.0%2.0% LANELANELANE 11'10'-22'12'12' [ LAKE FOREST DR 21.5' 2' MIN VARIES 1' MIN VARIES EXISTING LAKE FOREST DR (FM 1461) SOUTH APPROACH AT US380 SHLDSHLD [ US380A PROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' VARIES 356'-362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' VARIES 137'-148' 8'14'8'-14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS CR 161 TO LAKE FOREST DR PROPOSED US 380 - VARIABLE ROW WIDTH 1.5% VARIES (28'-50') VARIES | WBML | EBML CTB1 SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS LAKE FOREST DR TO HARDIN BLVD PROPOSED US 380 - 362' ROW 1.5% | WBML | EBML CTB1 [ US380A UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT CL_US380A CL_US380A_7 CL_US380A_8 CL_US380A_9 2° 56' 43.58" 0° 57' 17.75" 0° 24' 12.57" 4066.43' 268.03' 365.07' 5946.05' 535.70' 729.99' 3400' 6000' 14200' 1553+62.03 1619+54.20 1640+15.88 100° 12' 03.60"1° 41' 06.61" 5° 06' 55.98" 1613+08.07 1624+89.90 1647+45.87 1594+28.45 1622+22.23 1643+80.96 7141969.31 7141587.08 7141613.98 2517177.66 2522143.55 2524302.47 BL_US380A_EB BL_US380A_WB BL_US380A_EB_7 BL_US380A_EB_8 BL_US380A_EB_9 2° 56' 43.58" 1° 42' 18.83" 0° 56' 54.98" 0° 24' 16.67" 4018.59' 269.81' 364.05' 100° 12' 03.60" 5° 06' 55.98" 5876.09' 539.27' 727.93' 3360' 6040' 14160' 1554+28.61 1619+50.82 1640+16.08 1613+04.70 1624+90.09 1647+44.01 1594+47.19 1622+20.64 1643+80.13 7141925.76 7141547.06 7141573.97 2517222.29 2522142.26 2524301.94 BL_US380A_WB_7 BL_US380A_WB_8 BL_US380A_WB_9 2° 56' 43.58" 1° 39' 56.07"4114.27' 266.24' 366.10' 100° 12' 03.60" 5° 06' 55.98" 0° 24' 08.49" 0° 57' 40.82" 6016.00' 532.13' 732.04' 3440' 5960' 14240' 1552+95.45 1619+57.57 1640+15.69 1613+11.45 1624+89.70 1647+47.73 1594+09.72 1622+23.81 1643+81.79 7142012.86 7141627.09 7141653.99 2517133.03 2522144.84 2524303.00 N ROLL 9 OF 20ROLL 9 OF 20 US 380 - SEGMENT ECSJ 0135-15-002[ US380A STA 1658+00.00MATCHLINE SHEET 10CSJ 0135-02-065 [ US380A STA 1586+00.00 [ US380B STA 1536+57.74= MATCHLINE SHEET 4 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 BLUEWOOD DRFM 1461[ US380A [ US380A [ US380A PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW PROP ROW | US380A-EB | US380A-EB | US380A-EB | US380A-EB | US380A-WB | US380A-WB| US380A-WB | US380A-WB CL_US380A_8 CL_US380A_9BL_US380A_WB_8 BL_US380A_EB_8 BL_US380A_WB_9 BL_US380A_EB_9 [ US380A STA 1650+18.43 END BRIDGE [ US380A STA 1646+38.44 BEGIN BRIDGE ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT CL_US380A_7 BL_US380A_WB_7 BL_US380A_EB_7 ENVIRONMENTAL CLEARANCE FOOTPRINT BANEBERRY LNSWEETCLOVER DRASTER DR BUCKEYE DRGROVE COVE DR GROVE COVE DR ALDER DRCR 161/FUTURE RIDGE RDCR 161/FUTURE RIDGE RDCR 123 PROP BY OTHERS WATERLINE NTMWD EXISTING BLOOMDALE RD PROP BY OTHERS WATERLINE NTMWD [ US380B STA 1537+26.75 [ US380A STA 1586+69.01= BEGIN SEGMENT E END SEGMENT A & B ENVIRONMENTAL CLEARANCE FOOTPRINT LAKE FOREST DR (FM 1461)380 380 Page 126 Item 6. 1660+00 1665+00 1670+00 1675+00 1680+00 1685+00 1690+00 1695+00 1700+00 1705+00 1710+00 1715+00 1720+00 1725+00 1730+00 1735+00 1660+00 1665+00 1670+00 1675+00 1680+00 1685+00 1690+00 1695+00 1700+00 1705+00 1710+00 1715+00 1720+00 1725+00 1730+00 1735+00 1660+00 1665+00 1670+00 1675+00 1680+00 1685+00 1690+00 1695+00 1700+00 1705+00 1710+00 1715+00 1720+00 1725+00 1730+00 1735+00 1660+00 1665+00 1670+00 1675+00 1680+00 1685+00 1690+00 1695+00 1700+00 1705+00 1710+00 1715+00 1720+00 1725+00 1730+00 1735+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-E02.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-E02.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW EXISTING CR 163/164 CROSS STREET SECTION AT [ US380 [ CR 163/164 ?EXIST ROWEXIST ROW20' MIN ?? 2.0%2.0% * REMAIN CLEAR OF LANDSCAPING OR MEDIAN INFRASTRUCTURE RESERVED MEDIAN TO ACCOMMODATE FUTURE LANE AND SHALL [ CR 1006 162'PROP ROWPROP ROW* MEDIAN RESERVED MEDIAN ULTIMATE 81' MEDIAN LANELANELANELANELANELANE 1.5%2.0%2.0%1.5% G4D GREENWAY ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 PROPOSED FUTURE CR 1006 LANE 19' 11'11'11'11'11'11' LANE 19'11'11'11'25' 81' 7' EXISTING CR 1006 CROSS STREET SECTION AT [ US380 [ CR 1006 ?EXIST ROWEXIST ROW20' ?? 2.0%2.0% SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS LAKE FOREST DR TO HARDIN BLVD PROPOSED US 380 - 362' ROW 1.5% | WBML | EBML CTB1 [ US380A UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT BL_US380A_EB BL_US380A_WB CL_US380A CL_US380A_10 40° 21' 13.80"1° 41' 06.61"1249.40'2394.64'3400'1719+01.38 1742+96.02 1731+50.78 7141272.52 2533065.81 BL_US380A_EB_10 40° 21' 13.80"1° 39' 56.07"1264.1'2422.82'3440'1718+99.52 1743+22.33 1731+63.62 7141231.98 2533078.94 BL_US380A_WB_10 40° 21' 13.80"1° 42' 18.83"1234.70'2366.47'3360'1719+03.24 1742+69.71 1731+37.94 7141313.06 2533052.68N US 380 - SEGMENT ECSJ 0135-15-002[ US380A STA 1658+00.00MATCHLINE SHEET 9C SJ 0 1 3 5- 1 5- 0 0 2 [ US 3 8 0 A S T A 1 7 3 8 + 0 0. 0 0MAT C HLI NE S HE E T 1 1 ROLL 10 OF 20ROLL 10 OF 20 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 FUTURE CR 1006CR 1006[ US380A [ US380A PROP ROW PROP ROW PROP ROW | US380A-EB | US380A-EB | US380A-WB | US380A-WB CL_US380A_10 [ US380A STA 1694+67.32 BEGIN BRIDGE ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT PROP ROW ERWIN PARK BL_US380A_WB_10 BL_US380A_EB_10 PROP BY OTHERS WATERLINE NTMWD [ US380A STA 1697+87.32END BRIDGE 380 380 Page 127 Item 6. 1740+00 1745+00 1750+00 1755+00 1760+00 1765+00 1770+00 1 7 7 5 + 0 0 1780+001785+001790+001795+001800+001805+001810+001740+00 1745+00 1750+00 1755+00 1760+00 1765+00 1770+00 1 7 7 5 + 0 0 1780+001785+001790+001795+001800+001805+001810+001740+00 1745+00 1750+00 1755+00 1760+00 1765+00 1770+00 1 7 7 5 + 0 0 1780+001785+001790+001795+001800+001805+001810+001740+00 1745+00 1750+00 1755+00 1760+00 1765+00 1770+00 1 7 7 5 + 0 0 1780+001785+001790+001795+001800+001805+001810+00 PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-E03.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-E03.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW PROPOSED FUTURE BLOOMDALE RD [ FUTURE BLOOMDALE RD 20'12'12'12' 130'PROP ROWPROP ROW2.0%2.0%1.5%1.5% LANE LANE LANE LANE LANE LANE 12'12'12'19'19' 65'65' MEDIAN P6D PRINCIPAL ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 EXISTING CR 163/164 CROSS STREET SECTION AT [ US380 [ CR 163/164 ?EXIST ROWEXIST ROW20' MIN ?? 2.0%2.0% 10'12'12'12'PROP ROWPROP ROW1.5%2.0%2.0%1.5% LANELANELANELANELANE MEDIANLANE 19'12' [ FUTURE N HARDIN BLVD PROPOSED FUTURE N HARDIN BLVD G6D GREENWAY ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 LANE LANE VARIES 12'12'12'12'GOREVARIES VARIES 7' VARIESVARIES PROPOSED FUTURE COMMUNITY AVE [ FUTURE COMMUNITY AVE 20'PROP ROWPROP ROW2.0%2.0%1.5%1.5% LANE LANE MEDIAN LANE LANE LANE 19' G4D GREENWAY ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 11'11'11' 11'11'VARIES 65'VARIES VARIES SHLDSHLD [ US380A PROP ROWWB MAINLANESRAMP SHLDSUP 26'74' 11'11'10'12'12'12'12'15' 31' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 5' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH BRAIDED RAMPS HARDIN BLVD TO COMMUNITY AVE RAMP SHLD 8'14'SHLD26' 2.0% | RAMP LANE PGL 4' 4 :1 MAX 6 :1 USUAL 4:1 MAX6:1 USUAL VARIES 363' TO 416.5' PROPOSED US 380 - 363'-416.5' ROW VARIES 332' TO 385.5' 1.5% | WBML | EBML CTB1 CTR2 2CTR SHLDSHLDPROP ROWWB MAINLANESRAMP SHLDSUP 148' 26' 362' 74' 11'11'10'12'12'12'12'15' 33' 8'14'14'10'2'2'2' SHLD SHLD PROP ROWEB MAINLANES RAMP SHLDSUP 26'74' 11'11' 148' 8'14'14'10'2'2'10'12'12'12'12'15'SHLDLANE LANE LANE LANE SHLD26' WBFR 26' LANE LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 7' 2.0%1.5%2.0%2.5%2.5% PGL PGL PGL PGL | RAMP | RAMP 7' LANE 33' PGL PGL 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE LANE 4'4' STA XXXX+XX.XX TO STA XXXX+XX.XX 8 ML, 2 LN FR, WITH RAMPS LAKE FOREST DR TO HARDIN BLVD PROPOSED US 380 - 362' ROW 1.5% | WBML | EBML CTB1 [ US380A UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT CL_US380A 40° 21' 13.80" 37° 34' 12.46" CL_US380A_10 CL_US380A_11 CL_US380A_12 36° 26' 05.49"1° 35' 58.37" 1249.40' 1156.47' 1178.91' 2394.64' 2229.46' 2277.82' 3400' 3400' 3582' 1719+01.38 1754+24.41 1809+43.02 1742+96.02 1776+53.87 1832+20.84 1731+50.78 1765+80.88 1821+21.93 1° 41' 06.61" 1° 41' 06.61" 7141272.52 7143454.37 7143508.59 2533065.81 2535846.18 2541470.45 BL_US380A_EB BL_US380A_WB BL_US380A_EB_10 BL_US380A_EB_11 BL_US380A_EB_12 40° 21' 13.80" 37° 34' 12.46" 36° 10' 40.55" 1° 39' 56.07" 1° 42' 18.83" 1° 36' 30.70" 1264.1' 1142.86' 1163.48' 2422.82' 2203.23' 2249.13' 3440' 3360' 3562' 1718+99.52 1754+50.72 1809+31.94 1743+22.33 1776+53.95 1831+81.08 1731+63.62 1765+93.58 1820+95.42 7141231.98 7143463.12 2533078.94 2535860.17 2541444.28 BL_US380A_WB_10 BL_US380A_WB_11 BL_US380A_WB_12 40° 21' 13.80" 37° 34' 12.46" 36° 41' 25.27" 1° 42' 18.83" 1° 39' 56.07" 1° 35' 26.40" 1234.70' 1170.07' 1194.40' 2366.47' 2255.69' 2306.60' 3360' 3440' 3602' 1719+03.24 1753+98.10 1809+46.58 1742+69.71 1776+53.78 1832+53.18 1731+37.94 1765+68.17 1821+40.98 7141313.06 7143494.24 2533052.68 2535832.19 2541489.13 7143414.50 7143554.10 N US 380 - SEGMENT EROLL 11 OF 20 ROLL 11 OF 20CSJ 0135-15-002[ US380A STA 1738+00.00MATCHLI NE SHEET 10CSJ 0135-15-002[ US380A STA 1812+00.00MATCHLINE SHEET 12380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 COMMUNITY AVE[ US380A [ US380A [ US380A PROP ROW PROP ROW P R O P R OW P R O P R OW P R O P R OW PROP ROW | US380A-EB | US380A-EB | US380A-EB | US380A-WB | US380A-WB | US380A-WB ANNO GO-BYS CL_US380A_11 BL_US380A_WB_11 BL_US380A_EB_11 [ US380A STA 1802+02.91 BEGIN BRIDGE [ US380A STA 1801+43.11 BEGIN BRIDGE [ US380A STA 1805+05.22 BEGIN BRIDGE [ US380A STA 1794+12.52 BEGIN BRIDGE [ US380A STA 1797+27.52 END BRIDGE E N V IR O NM E N T A L C L E A R A N C E F O O T PR IN T E N V IR O NM E N T A L C L E A R A N C E F O O T P R IN T E N V IR O N M E N T A L C L E A R A N C E FO O T P R IN T ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT E N V IR O N M E N T A L C L E A R A N C E FO O T PR IN T CL_US380A_10 BL_US380A_EB_12 BL_US380A_WB_12 CL_US380A_12 [ US380A STA 1776+19.30 BEGIN BRIDGE [ US380A STA 1780+97.73 END BRIDGE BLOOMDALE ROAD EAS TCR 164/FUTURE HARDIN BLVDCR 201BL_US380A_WB_10 BL_US380A_EB_10 PROP BY OTHERS WATERLINE NTMWD 380 380 Page 128 Item 6. 1815+00 1820+00 1825+00 1830+00 1 8 3 5 + 0 0 1 8 4 0 + 0 0 1845+00 1850+00 1855+00 1860+00 1865+00 1870+00 1875+00 1880+00 1815+00 1820+00 1825+00 1830+00 1 8 3 5 + 0 0 1 8 4 0 + 0 0 1845+00 1850+00 1855+00 1860+00 1865+00 1870+00 1875+00 1880+00 1815+00 1820+00 1825+00 1830+00 1 8 3 5 + 0 0 1 8 4 0 + 0 0 1845+00 1850+00 1855+00 1860+00 1865+00 1870+00 1875+00 1880+00 1815+00 1820+00 1825+00 1830+00 1 8 3 5 + 0 0 1 8 4 0 + 0 0 1845+00 1850+00 1855+00 1860+00 1865+00 1870+00 1875+00 1880+00 1010+001015+001020+001025+001010+001015+001020+001025+00 CONTROL OF ACCESS LINECONTROL OF ACCESS LINE PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-E04.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-E04.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW SHLDSHLD [ US380A PROP ROWWB MAINLANES SUP 26' 62' 11'11' 15' 28' 14'10'2' SHLD SHLD PROP ROWEB MAINLANES SUP 37' 79' 14'10' 2' 10'12'12'12'12'15' LANE LANE LANEWBFR LANE LANE LANE LANE EBFR LANE LANE | WBFR | EBFR 2' 2.0% 2.5%2.5%PGL PGL 2' 28' LANE LANE 2'11'11'11' LANE 10' 12'12'12' | DC SHLDSHLD36' LANE 2.0% 4'8'12'12' | DC DC LANE 2' VARIES 475' TO 503' VARIES 234' TO 276'VARIES 148' TO 172' PROPOSED US 380 - 475'-503' ROW STA 1816+71.83 TO STA 1821+78.33 7 ML, 2 LN AND 3 LN FR, WITH DC WEST OF TRINITY FALLS PKWY SHLDSHLD36' LANE 2.0% 4'8'12'12' DC LANE 2.0% 1' PGL PGL PGL PGL 1' C221 C221 9'-13' VAR | WBML | EBML 2CTR CTR2 CTR2 CTR2 CTR2 2CTR 2CTR 2CTRCTR2 CTR2 CTR2 VARIES SHLD 8'14'SHLD26' 2.0% LANE PGL 4'SHLDSHLD36' LANE PGL 2.0% 4'8'12'12' | DC DC LANESHLDSHLD WB MAINLANES 73' 10'12'12'12'12'15' SHLD 85' EB MAINLANES 2.5% PGL AUX LANE LANE LANE LANE LANE LANE LANE AUX SHLD 2.5%PGL PROPOSED US 380 - VARIABLE WIDTH ROW ~STA 1836+00.00 TO ~STA 1862+00.00 9 ML WITH DIRECT CONNECTORS TO AND FROM US 75 EAST OF US 75 10' 12'12'12'12'12'15'11'11' VARIES | DC DCPROP ROWPROP ROWVARIES VARIESVARIES | WBFR SUP 26' 11'11'2' WBFR LANE LANE 2' 2.0% 2' PGL 1' SUP 20' 14'10' 2'EBFR 2' 4'14' LANE 2.0% 1' PGL C221 C221 | US380A-WB | US380A-EB | EBFR 10' [ US380A CTR2 CTR2 2CTR 2CTR 2CTR 2CTR CTR2 CTR2 CTR2 SHLDSHLD PROP ROWWB MAINLANES VARIES 73' 10'12'12'12'12'15' 2' SHLD 10'12'12'12'12'12'12'15'PROP ROW11'11'11' VARIES 97' EB MAINLANES 25' STA 1881+00.00 TO STA 1883+00.00 (RIGHT LANE O') EAST SIDE OF SH 5 WBFR | WBFR 2.5% PGL VAR.VAR. LANE LANE LANE LANE LANE LANE LANE LANE AUX AUX SHLD 2.5%PGL RAMP SHLD 8'14'SHLD26' LANE | RAMP 2.0%2.0% LANELANELANE 39' 4'4'4' PROPOSED US 380 - VARIABLE WIDTH ROWSHLDPGL 10' SUP 1'3' PGL C221 [ US380A| WBML | EBML CTR2 CTR2 2CTR CTR2 2CTR VARIES CTB 1 FUTURE EXISTING SH 5 [ SH 5 1'8'1'8'30'14'12' 125'PROP ROWPROP ROWLANEMEDIAN SIDEWALKSIDEWALK7' 2.0%2.0%1.5%1.5% LANELANELANE 7'14'12'11' LANE 62.5'62.5' 9.5' M6D MAJOR ARTERIAL (INTERSECTION) SOUTH APPROACH AT US380 PROPOSED TRINITY FALLS PKWY [ TRINITY FALLS PKWY 6'6'20'12'12' 106'PROP ROWPROP ROW2.0%2.0%1.5%1.5%SIDEWALKLANE LANE MEDIAN LANE LANE SIDEWALK12'12'13'13' 53'53' G4D GREENWAY ARTERIAL (INTERSECTION) NORTH APPROACH AT US380 EXISTING SH 5 CROSS STREET SECTION AT [ US380 VARIES (175' TYPICAL)EXIST ROWEXIST ROW14'12'12'16' 95'80' 2.0%2.0% LANELANE SHLDSHLD [ SH 5 UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT CL_US380A CL_US380A_12 CL_US380A_13 CL_US380A_14 23° 36' 42.39" 1° 35' 58.37" 1° 39' 56.07" 1178.91' 719.02' 1029.98' 2277.82' 1417.63' 2037.20' 3582' 3440' 5600' 1809+43.02 1842+90.08 1863+18.24 36° 26' 05.49" 20° 50' 36.02"1° 01' 23.30" 1832+20.84 1857+07.71 1883+55.43 1821+21.93 1850+09.10 1873+48.22 7143508.59 7141769.46 7141267.98 2541470.45 2543874.50 2546180.13 BL_US380A_EB BL_US380A_WB BL_US380A_EB_12 BL_US380A_EB_13 BL_US380A_EB_14 36° 10' 40.55" 23° 53' 10.01" 20° 25' 51.12" 1° 36' 30.70" 1° 38' 30.17" 1163.48' 738.20' 1024.29' 2249.13' 1454.95' 2026.83'1° 00' 28.87" 3562' 3490' 5684' 1809+31.94 1842+57.27 1862+18.88 1831+81.08 1857+12.22 1882+45.71 1820+95.42 1849+95.47 1872+43.17 7143463.12 7141717.71 7141246.06 2541444.28 2543857.02 2546076.61 BL_US380A_WB_12 BL_US380A_WB_13 BL_US380A_WB_14 36° 41' 25.27" 22° 45' 56.72" 19° 41' 34.79" 1° 35' 26.40" 1° 41' 24.51" 0° 59' 50.96" 1194.40' 682.49' 996.96' 2306.60' 1346.97' 1974.26' 3602' 3390' 5744' 1809+46.58 1843+15.45 1863+62.39 1832+53.18 1856+62.43 1883+36.64 1821+40.98 1849+97.94 1873+59.35 7141831.38 7141291.41 2541489.13 2546187.83 7143554.10 2543870.50 N US 380 - SEGMENT EROLL 12 OF 20 CSJ 0135- 1 5 -002[ US38 0 A STA 181 2 +00.00MATCHLI NE SHEET 11CSJ 0135-15-002[ US380A STA 1883+00.00MATCHLINE SHEET 15ROLL 12 OF 20CSJ 0135-15-002[ US75 STA 1009+50.00MATCHLI NE SHEET 13CSJ 0135-15-002[ US75 STA 1029+50.00MATCHLI NE SHEET 14380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 TRINITY FALLS PKWY[ US380A [ US380A [ US380A PROP ROW PROP ROW P ROP ROWPROP ROW PROP ROW| US380A-EB | US380A-EB | US380A-EB | US380A-WB | US380A-WB | US380A-WB ANNO GO-BYS CL_US380A_12 CL_US380A_13 CL_US380A_14BL_US380A_EB_12 BL_US380A_WB_12 BL_US380A_WB_13 BL_US380A_EB_13 BL_US380A_EB_14 BL_US380A_WB_14 PROP ROW ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT LINE TRANSMISSION [ US380A STA 1877+41.14 END BRIDGE [ US380A STA 1881+25.68 BEGIN BRIDGE [ US380A STA 1882+92.00 BEGIN SEGMENTS C & D END SEGMENT E HONEY CREEK SPUR 195EAST FORK TRINITY RIVER[ US75 [ SH5 R=822.00' R=890.00' R=730.00' R=740.00' R=1016.00' R=730.00' R=730.00'237.62' RTSTA 1032+19.31[ US75BEGIN WIDENING380 380 75 75 5 5 Page 129 Item 6. 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+001000+001005+00935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00CO N TR O L O F A CC ESS LI N EGe o C ull u m et u xVol 6 0 4 P g 1 7 tr a ct 2 p art 2 P ARC E L 2 0 E -DRAI NAGE E AS E ME NT Ge o C ull u m et u xVol 6 0 4 P g 1 7 tr a ct 2 p art 1 P AR CE L 2 0 E -DR AI NAGE E AS E ME NT Ge o C ull u m et u xVol 6 0 4 P g 1 7 tr a ct 1 P AR CE L 2 0 E -DR AI NAGE E AS E ME NT J USTI CE RD - 60' ROW PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-E05.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-E05.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 2.0% [ US75 SB MAINLANES 2.0% NB FR 2.0% | NB FR CSB (F-SHAPED) (C.I.P.) PGL PGL GROUND EXISTING2.0% SB FR | SB FR PGL TYPE II CURB SAWCUTEXIST ROWEXIST ROWPROPOSED US 75 - SOUTH OF US 380 STA 982+00 SECTION AT [ US75 SOUTHOF PROPOSED US 380 10'12'12'12'12'12'12' 92' 10'14' LANE LANE LANE LANE SHLD LANE AUXSHLD SHLDLANELANELANELANESHLD 10'12'12'12'12'12'10' NB MAINLANES 80' LANE AUX VARIES184'163'28' VARIES LANE LANE 12'12'2'2'2'12'12'2' LANE LANE GROUND EXISTING 28'28' LANE 14' 2' 4:1 MAX 6:1 USUAL4:1 MAX 6:1 USUAL 10'12'12'12'12'VAR 10' 2.0% 12' 6 :1 USUAL 14'12'12'12'12'10'VARVAR [ US75 LANE AUX GORE/ RAMP 20.75' 12'-SHLDSHLD LANE LANE LANE LANELANELANELANELANE LANE AUX GORE/ RAMP 6:1 USUAL USUAL10:1 8'-10'SHLD NB MAINLANES VARIES SB MAINLANES VARIES 2' 2'2'2' 6:1 USUAL 4:1 MAX4 :1 MAX 2' USUAL OFFSET CURB VAR VAR12'12' 2' OFFSET CURB LANE AUX GORE/ RAMP 0'-34'LANE LANE LANE 0'-12' 2.0%2.0% 6'VARIES EXIST ROWVARIES NB FR VARIES 5' 6 :1 USUAL 4 :1 MAX 2' OFFSET CURB VARVAR12'12' 2' OFFSET CURB LANE AUX GORE/ RAMP 0'-31'LANELANE LANE 0'-12' 2.0%2.0% 6'VARIES SB FR VARIES EXIST ROWVARIES VARIES 2.0% 4:1 MAX SHLD 12'-32' VARIES GROUND EXISTING TYPE II CURB 2' 5' PGL PGL 2'2' GROUND EXISTING EXISTING US 75 - SOUTH OF US 380 SECTION AT [ US75 SOUTH OF PROPOSED US 380 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT CL_US75 CL_US75_1 34° 57' 54.22"1° 00' 19.23"1795.02'3477.92'5699.13'963+40.08 2540276.907139744.44981+35.10998+18.00 NROLL 13 OF 20ROLL 13 OF 20 US 380 - SEGMENT ECSJ 0135-15-002[ US75 STA 1009+50.00MATCHLINE SHEET 12380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 HONEY CREEKB L OOMDAL E R DBL OOMDAL E RDWATERLINE CITY OF IRVING NTMWD PIPELINE [ US75 [ US75 STA 1007+11.40 END BRIDGE WIDENING [ US75 STA 1002+86.64 BEGIN BRIDGE WIDENING [ US75 STA 1002+87.46 BEGIN DC BRIDGE [ US75 STA 993+04.22 BEGIN DC BRIDGE LINE TRANSMISSION J U S TI C E S T MCLARRY DR CL_US75_1 NORTH AND SOUTH OF PROPOSED US 380. PRIOR TO ENTERING THE US 75 MAINLANES TO AVOID FULL RECONSTRUCTION OF WALLS AND BRIDGES NORTHBOUND AND SOUTHBOUND DIRECT CONNECTORS WILL NEED TO BE REDUCED TO A SINGLE LANE IF FUTURE WIDENING OF THE US 75 MAINLANES IS PLANNED AND NEEDS TO BE ACCOMODATED, THE THE CURRENT DESIGN SHOWN ASSUMES NO FUTURE WIDENING OF THE US 75 MAINLANES IS PLANNED. NOTE TO REVIEWERS: US75-CL-1 EXIST ROW EXIST ROW EXI ST ROW EXIST ROW EXIST ROW EX IST R O W E XI S T R OWE XI S T ROWEXIST ROW 14.66' LT STA 947+31.75 [ US75 BEGIN WIDENING 122.06' LT STA 958+46.20 [ US75 BEGIN WIDENING 90.15' LT STA 968+37.68 [ US75 END WIDENING 83.51' LT STA 983+35.35 [ US75 BEGIN WIDENING 137.94' LT STA 994+03.92 [ US75 BEGIN WIDENING 82.98' LT STA 996+90.15 [ US75 BEGIN WIDENING 82.92' LT STA 1009+05.48 [ US75 END WIDENING 135.48' RT STA 1009+14.32 [US75 BEGIN WIDENING 80.41' RT STA 1000+01.67 [ US75 END WIDENING 174.25' RT STA 993+40.42 [ US75 BEGIN WIDENING76.05' RT STA 989+39.90 [ US75 BEGIN WIDENING 75 75 Page 130 Item 6. 1030+00 1035+00 1040+00 1045+00 1050+00 1055+00 1060+00 1065+00 1070+00 1075+00 1080+00 1085+00 1090+00 1095+00 1100+00 1105+001030+00 1035+00 1040+00 1045+00 1050+00 1055+00 1060+00 1065+00 1070+00 1075+00 1080+00 1085+00 1090+00 1095+00 1100+00 1105+00 1110+00 CONTROL OF ACCESS LINE CONTROL OF ACCESS LINE PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:123912 - US 380 EIS Pentable.tblDesign Filename: PRELIMINARYSCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME JOSHUA RYAN ROBERTSON 115996 FIRM REGISTRATION NUMBER F-845 BURNS & MCDONNELL TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR HORZ SCALE 0 0 VERT SCALE 200 2050100510 APRIL 2021 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT DALLAS, TX. 75240 SUITE 700 13737 NOEL RD R COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED 4/30/2021 FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14...\US380-BMCD-SCH-PP-E06.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: ...\US380-BMCD-SCH-PP-E06.dgn123912 - US 380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 2.0% [ US75 SHLD 2.0%2.0% | NB FR PGL GROUND EXISTING OFFSET CURB 2.0% 4:1 MAX6:1 USUAL | SB FR PGL TYPE II CURBEXIST ROWEXIST ROWPROPOSED US 75 - NORTH OF US 380 STA 1058+00.00 SECTION AT [ US75 NORTH OF PROPOSED US 380 GROUND EXISTING 2' LANE 12'12' SB FR LANE 2' SB MAINLANES 80' LANE LANE LANE LANE SHLD LANE AUXSHLD 14'10'12'12'12'12'12'10' CSB (F-SHAPED) (C.I.P.)SAWCUT 10'12'12'12'12'12'12' LANE LANE LANE LANE LANE LANE SHLD NB MAINLANES 92' 10' PGL LANE 12'12' NB FR LANE 2'2' VARIES160'163'VARIES VARIES 28'28' 14' 2' 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 10'12'12'12'12'VAR VAR 2.0% 14' 6 :1 USUAL 12'12'12'12'12'10'VARVAR [ US75 LANE AUX GORE/ RAMP 0'-36'SHLDSHLD LANE LANE LANE LANELANELANELANELANE LANE AUX GORE/ RAMP 6:1 USUAL U SUA L 1 0 :1 8'-10' SHLD 10' 8'- NB MAINLANES VARIES SB MAINLANES VARIES 2' 2'2'2' 6:1 USUAL 4:1 MAX4 :1 MAX VARIES 6 :1 USUAL 4 :1 MAX 2' OFFSET CURB VARVAR12'12' 2' OFFSET CURB LANE AUX GORE/ RAMP 0'-31'LANELANE LANE 0'-12' 2.0%2.0% 6'VARIES SB FR VARIES EXIST ROWVARIES VARIES 2.0% 4:1 MAX SHLD 0'-36' USUAL12:1 | SB FR 2' OFFSET CURB LANE LANE 2.0%2.0% 6'VARIES EXIST ROWNB FR VARIES GROUND EXISTING | NB FR 4' 12'12'VAR 0'-30' USUAL SHLD GROUND EXISTING 2'2'2' PGL EXISTING US 75 - NORTH OF US 380 SECTION AT [ US75 NORTH OF PROPOSED US 380 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL UNOBSTRUCTED CLEAR ZONE PROVIDED) (CTR NOT REQUIRED WHEN CTR: CONCRETE TRAFFIC RAIL CONCRETE TRAFFIC BARRIERCTB: NOTES: 1 2 1110+00 1115+00 1120+00 1125+00 1130+00 DELTA DEGREE TANGENT LENGTH RADIUSCURVE NAME HORIZONTAL CURVE DATA PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X)ALIGNMENT CL_US75 44° 54' 24.30"1° 00' 00.55"2367.45 4489.99 5728.71 1108+10.95 1153+00.94 1131+78.39 7150177.68 2551269.35CL_US75_2N ROLL 14 OF 20 ROLL 14 OF 20CSJ 0135-15-002[ US75 STA 1029+50.00MATCHLINE SHEET 12US 380 - SEGMENT ECSJ 0135-15-002[ US75 STA 1110+00.00MATCHLINECSJ 0135-15-002[ US75 STA 1110+00.00MATCHLINE380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 [ US75 [ US75 TELEPHONE RD SH 121 [ US75 STA 1048+14.78 END DC BRIDGE [ US75 STA 1059+43.92 BEGIN BRIDGE WIDENING [ US75 STA 1066+87.41 END BRIDGE WIDENING [ US75 STA 1030+61.22 END DC BRIDGE NORTH AND SOUTH OF PROPOSED US 380. PRIOR TO ENTERING THE US 75 MAINLANES TO AVOID FULL RECONSTRUCTION OF WALLS AND BRIDGES NORTHBOUND AND SOUTHBOUND DIRECT CONNECTORS WILL NEED TO BE REDUCED TO A SINGLE LANE IF FUTURE WIDENING OF THE US 75 MAINLANES IS PLANNED AND NEEDS TO BE ACCOMODATED, THE THE CURRENT DESIGN SHOWN ASSUMES NO FUTURE WIDENING OF THE US 75 MAINLANES IS PLANNED. NOTE TO REVIEWERS: US75-CL-2 EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT 82.98' LT STA 996+90.15 [ US75 BEGIN WIDENING 14.00' RT STA 1045+08.25 [ US75 BEGIN WIDENING 80.18' LT STA 1051+35.28 [ US75 END WIDENING 70.55' RT STA 1108+89.71 [ US75 BEGIN WIDENING 81.12' RT STA 1050+81.03 [ US75 END WIDENING 80.15' RT STA 1040+53.13 [ US75 BEGIN WIDENING 185.76' RT STA 1035+80.80 [ US75 END WIDENING 237.62' RT STA 1032+19.31 [ US75 BEGIN WIDENING [ US75 US75-CL-2 BUCEES BLVD EXIST ROW EXIST ROW ENVIRON MENTAL CLEARANCE FOOTPRINT 14.81' RT STA 1125+20.81 [ US75 END WIDENING 68.03' RT STA 1125+20.81 [ US75 END WIDENING 75 75 75 Page 131 Item 6. HORZ SCALE 0 0 VERT SCALE 200 2050100510 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:US380 EIS Pentable.tblDesign Filename: HORZ SCALE 0 0 VERT SCALE 200 2050100510 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14c:\pwworking\central01\d2290683\US380-EST-RD-SHT-001.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: c:\pwworking\central01\d2290683\US380-EST-RD-SHT-001.dgnUS380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 1885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1 9 5 0+ 0 0 1955+001960+001965+001885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 19 5 0+ 0 0 1955+001960+001965+001885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1 9 5 0+ 0 0 1955+001960+001965+00[US380C STA 1945+02.53 END BRIDGE [US380C STA 1947+42.61 BEGIN BRIDGE [US380C STA 1951+10.66 END BRIDGE [US380C STA 1965+70.02 BEGIN BRIDGE PROP R .O .W PROP R .O .W PROP R.O.W PROP R .O .W PROP R .O .W DGNO RAILROADCL_US380C_2 CL_US380C_1 [US380C 64' OFFSET STA 1938+57.01 [US380C BEGIN WB TRANSITIONS BL_US380C_WB_1 BL_US380C_EB_1 BL_US380C_WB_2 BL_US380C_EB_2 |US380C-EB |US380C-WB 76' OFFSET STA 1946+88.72 [US380C END WB TRANSITIONS C R 3 3 8 ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT E N V IR O N M E N TA L C L EA R A N C E FO O T PR IN TWATERLINE 72" CITY OF IRVING PROPOSED CR 338EXISTING CR 338ROADWAY CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X) CL_US380C CL_US380C_1 16 47' 1 41' 501.72'996.25'3,400.00'1899+96.23 1909+92.48 1904+97.95 7140625.06 2549230.23 CL_US380C_2 75 2' 5 0 54' 3 4,838.34'8,251.94'6,300.00'1918+17.68 2000+69.62 1966+56.02 7138937.56 2555160.05 BL_US380C_EB BL_US380C_EB_1 16 47' 1 39' 5 507.62'1,007.97'3,440.00'1899+76.49 1909+84.46 1904+84.11 7140588.2 2549213.61 BL_US380C_EB_2 75 2' 5 0 54' 5 4,807.62'8,199.55'6,260.00'1918+09.66 2000+09.21 1966+17.28 7138907.5 2555119.56 BL_US380C_WB BL_US380C_WB_1 16 47' 1 42' 1 495.82'984.53'3,360.00'1900+15.96 1910+00.49 1905+11.78 7140661.91 2549246.86 BL_US380C_WB_2 75 2' 5 0 54' 1 4,869.06'8,304.33'6,340.00'1918+25.69 2001+30.03 1966+94.75 7138967.62 2555200.55 PGL 2' PGL EB MAINLANE 98' WB MAINLANE 75' 2' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' STA XXXX+XX.XX TO STA XXXX+XX.XX BRIDGED 10 LN ML 2.5%2.5% SHLD 10' 12' LANE 12' LANE 12' LANE 12' SHLD 15' [ US380C SHLD 10' LANE 12' 400' 2.5%2.5% 2' PGLPGL 2.5% EB MAINLANE 86' WB MAINLANE 86' 2' PGLPGL 2.5% SHLD 27' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 15' PGL LANE 11' LANE 11' 2.0% PGL LANE 11' LANE 11' WB FR 26' 2.0% 2' 4:1 MAX 6:1 USUAL GROUND EXISTING 4 :1 MAX 6 :1 USUAL 4:1 MAX6:1 USUAL | WBFR PROP ROWSTA XXXX+XX.XX TO STA XXXX+XX.XX 9 LN ML, 2 LN FR, WITH SUP INTERSECTION APPROACH PROPOSED US 380 - 400' ROW 2'EXIST/PROP ROWLANE 11' LANE 11' 2.0% PGL LANE 11' LANE 11' EB FR 37' 2.0% 2' 4:1 MAX 6:1 USUAL | EBFR 2' 4 :1 MAX 6 :1 USUAL 4:1 MAX6:1 USUAL [ US380C LANE 12' LANE 12' LANE 12' LANE 11' PROPOSED US 380 1.5% SUP 10' 5' 400' 2.5% 2' PGL EB MAINLANE 86' 2' PGL 2.5% SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 15' PGL 2.0% PGL LANE 11' LANE 11' WB FR 48' 2.0% 2' GROUND EXISTING | WBFR PROP ROWSTA XXXX+XX.XX TO STA XXXX+XX.XX 9 LN ML, 2 LN FR, WITH SUP INTERSECTION APPROACH PROPOSED US 380 - 400' ROW 2'EXIST/PROP ROWLANE 11' LANE 11' 2.0% PGL LANE 11' LANE 11' EB FR 26' 2.0% 2' 4:1 MAX 6:1 USUAL | EBFR 2' 4 :1 MAX 6 :1 USUAL 4:1 MAX6:1 USUAL [ US380C LANE 12' LANE 12' LANE 11' LANE 11' 1.5% 4 :1 MAX 6 :1 USUAL 4:1 MAX6:1 USUAL 1.5% SUP 10' 5' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' LANE 11' LANE 11' LANE 11' EB FR 37' 2.0% 2.5%2.5% PGL SUP 10' 1.5% 2' 2' | EBFR EB MAINLANE 74' WB MAINLANE 74' 400' 32' 168' 168' 32' 2' PGLPGL 15'PROP ROWPROP ROW4:1 MAX 6:1 USUAL 4:1 MAX6:1 USUAL 4 :1 MAX 6 :1 USUAL 4:1 MAX6:1 USUAL 5'SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 27' PGL WB FR 26' 2.0% 2' | WBFR 2' LANE 11' LANE 11' 4 :1 MAX 6 :1 USUAL1.5% 5' SUP 10' [ US380C PROPOSED US 380 - 400' ROW STA XXXX+XX.XX TO STA XXXX+XX.XX 8 LN ML, 3 LN FR, WITH SUP PGLPGL 2.0% | RAMP SHLD| RAMP RAMP 26' 4'SHLDLANE 14' 8' PROPOSED US 380 PROPOSED US 380 STA XXXX+XX.XX TO STA XXXX+XX.XX 1 LN EB RAMP WITH SUP 2.0%2.0% CR 338 EXISTING TYPICAL SECTION [ FM 338 SUP 10' 2.5% PGL 2.5% WB MAINLANE 86' PGL SHLD 27' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' PGL 2' PGL EB MAINLANE 86' WB MAINLANE 75' 2' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' STA XXXX+XX.XX TO STA XXXX+XX.XX BRIDGED 9 LN ML 2.5%2.5% SHLD 10' 12' LANE 12' LANE 12' LANE 12' SHLD 27' [ US380C PROPOSED US 380 SHLD 10' PGL 2' PGL EB MAINLANE 74' WB MAINLANE 74' 2' STA XXXX+XX.XX TO STA XXXX+XX.XX BRIDGED 7 LN ML 2.5%2.5% [ US380C PROPOSED US 380 SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' LANE 12' LANE 12' LANE 12' SHLD 27' SHLD 10' LANE 12' 4' 4' LANE 12' STA XXXX+XX.XX TO STA XXXX+XX.XX 1 LN RAMP SUP 10' 5' 100' 2.0%2.0%PROP ROWPROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL [ FM 338 2' LANE 12' LANE 12' 2' LANE 12' LANE 12'EX ROWEX ROW VARIES 2' 2' 7'MEDIANCR 338 INTERSECTION APPROACH PROPOSED TYPICAL SECTION 45'-68' 50' 50' 32' 168' 168' 32' SUP 10' 1.5%2.0% SHLD 4' LANE 14' 8' | RAMP| RAMP PGL 4:1 MAX 6:1 USUAL 32' 168' 168' 32' 4:1 MAX 6:1 USUAL 15' 15' 15' | EBML| WBML | WBML | WBML | WBML | WBML | WBML | EBML | EBML | EBML | EBML | EBML 1' 1' 1' 1'SUP 10' 1' 1' 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021CSJ 0135-15-002[ US380 STA 1968+00.00MATCHLINE SHEET 16CSJ 0135-15-002[ US380 STA 1883+00.00MATCHLINE SHEET 12N US 380 - SEGMENT CROLL 15 OF 20 ROLL 15 OF 20 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 380 380 Page 132 Item 6. HORZ SCALE 0 0 VERT SCALE 200 2050100510 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:US380 EIS Pentable.tblDesign Filename: HORZ SCALE 0 0 VERT SCALE 200 2050100510 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14c:\pwworking\central01\d2290683\US380-EST-RD-SHT-002.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: c:\pwworking\central01\d2290683\US380-EST-RD-SHT-002.dgnUS380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 2035+00 2040+00 2045+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 2035+00 2040+00 2045+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 2035+00 2040+00 2045+00 F M 2933 CR 331BELLEMEADE LNWAYSIDE TRAIL[US380C STA 1968+84.58 BEGIN BRIDGE [US380C STA 1969+75.19 BEGIN BRIDGE [US380C STA 1971+31.77 END BRIDGE [US380C STA 1971+62.49 END BRIDGE [US380C STA 1971+51.25 END BRIDGE [US380C STA 1985+26.72 BEGIN BRIDGE [US380C STA 1989+03.37 END BRIDGE [US380C STA 1990+16.30 BEGIN BRIDGE [US380C STA 1992+17.52 END BRIDGE [US380C STA 2018+43.29 BEGIN BRIDGE [US380C STA 2019+61.17 BEGIN BRIDGE [US380C STA 2019+00.32 BEGIN BRIDGE [US380C STA 2021+41.17 END BRIDGE [US380C STA 2021+00.32 END BRIDGE [US380C STA 2020+43.28 END BRIDGE [US380C STA 2031+28.78 BEGIN BRIDGE [US380C STA 2034+96.78 END BRIDGE PROP R.O.W PROP R.O.W PROP R.O.W CR 335CR 332 CL_US380C_3 CL_US380C_2 16' OFFSET STA 1975+78.19 [US380C BEGIN EB TRANSITIONS [US380C |US380C-EB |US380C-WB BL_US380C_EB_2 BL_US380C_WB_2 EX R.O.W.E X R.O.W. EX R.O.W. EX R.O.W. BL_US380C_EB_3 BL_US380C_WB_3 NEW INTERCHANGE18' OFFSET STA 1984+26.15 [US380C END EB TRANSITIONS ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ROADWAY CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X) CL_US380C CL_US380C_2 75 2' 5 0 54' 3 4,838.34'8,251.94'6,300.00'1918+17.68 2000+69.62 1966+56.02 7138937.56 2555160.05 CL_US380C_3 117 0' 5 0 58' 1 9,630.73'12,049.54'5,900.00'2036+62.51 2157+12.05 2132+93.24 7120877.99 2554865.94 BL_US380C_EB BL_US380C_EB_2 75 2' 5 0 54' 5 4,807.62'8,199.55'6,260.00'1918+09.66 2000+09.21 1966+17.28 7138907.5 2555119.56 BL_US380C_EB_3 117 0' 5 0 57' 5 9,696.03'12,131.23'5,940.00'2036+02.10 2157+33.33 2132+98.13 7120813.36 2554824.89 BL_US380C_WB BL_US380C_WB_2 75 2' 5 0 54' 1 4,869.06'8,304.33'6,340.00'1918+25.69 2001+30.03 1966+94.75 7138967.62 2555200.55 BL_US380C_WB_3 117 0' 5 0 58' 3 9,565.44'11,967.85'5,860.00'2037+22.92 2156+90.77 2132+88.36 7120942.62 2554907 PGL 1.5% | EBFR 400' EB FR 48' 2.0% PGL SUP 10' 1.5% 2' 2' 2.5%2.5% PGLPGL 2.5% EB MAINLANE 74' WB MAINLANE 74' PGLPGL 2.5% SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' PGL 2.0% PGL SUP 10' 1.5% LANE 11' LANE 11' WB FR 26' 2.0% 2' 4:1 MAX 6:1 USUAL 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX | WBFR PROP ROWINTERSECTION APPROACH 6 LN ML, 2 LN FR, WITH SUP STA XXXX+XX.XX TO STA XXXX+XX.XX PROPOSED US 380 - 400' ROW 5' 5' 2'EXIST/PROP ROW[ US380C LANE 11' LANE 11' LANE 11' EB FR 37' 2.0% PGL SUP 10' 1.5% 2' 2' | EBFR 4:1 MAX 6:1 USUAL 4' 32' 168' 168' 32' EB FR 26' 2.0% 2.5%2.5% PGL SUP 10' 1.5% 2' 2' | EBFR EB MAINLANE 74' WB MAINLANE 74' 400' WB FR 26' 2.0% PGL SUP 10' 1.5% 2' 2' | WBFR 32' 168' 168' 32' PGLPGL 15'PROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 5' 5'SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 11' LANE 11' LANE 11' LANE 11' PROPOSED US 380 - 400' ROW 8 LN ML, 3 LN FR, WITH SUP STA XXXX+XX.XX TO STA XXXX+XX.XX PGLPGL 2.0% | RAMP SHLD| RAMP RAMP 26' 4'SHLDLANE 14' 8' 1 LN EB RAMP STA XXXX+XX.XX TO STA XXXX+XX.XX 2' 2.5% 2' 2.5% MEDIAN 18' 2' 2.5% 2' 2.5% MEDIAN 18' [ NEW INTERCHANGE 100' 50' 50'PROP ROWPROP ROWPROPOSED TYPICAL SECTION NEW INTERCHANGE 158' 96' 62' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' PROPOSED US 380 15' 15' [ US380C 400' 2.5%2.5% 2' PGLPGL 2.5% EB MAINLANE 74' WB MAINLANE 74' 2' PGLPGL 2.5% SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 15' PGL 2.0% PGL SUP 10' 1.5% LANE 11' LANE 11' WB FR 26' 2.0% 2' 4:1 MAX 6:1 USUAL GROUND EXISTING 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX | WBFR PROP ROW 5' 2'EXIST/PROP ROW[ US380C 32' 168' 168' 32' LANE 12' 2.0% PGL 1.5% LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' | WBFR EB FR 59' 2.0% PGL SUP 10' 1.5% 2' 2' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' 4' LANE 11' LANE 11' LANE 11' LANE 11' INTERSECTION APPROACH SEE SECTION XX FOR FULL INTERSECTION STA XXXX+XX.XX TO STA XXXX+XX.XX PROPOSED FRONTAGE ROAD LANE 11' LANE 11' LANE 11' EB FR 37' 2.0% PGL SUP 10' 1.5% 2' 2' | EBFR 4:1 MAX 6:1 USUAL 5' 15' 400' 2.5%2.5% 2' PGLPGL 2.5% EB MAINLANE 74' WB MAINLANE 74' 2' PGLPGL 2.5% SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' SHLD 15' PGL 2.0% PGL SUP 10' 1.5% LANE 11' LANE 11' WB FR 26' 2.0% 2' 4:1 MAX 6:1 USUAL GROUND EXISTING 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX | WBFR PROP ROWINTERSECTION APPROACH 6 LN ML, 2 LN FR, WITH SUP STA XXXX+XX.XX TO STA XXXX+XX.XX PROPOSED US 380 - 400' ROW 5' 2'EXIST/PROP ROW[ US380C 32' 168' 168' 32' LANE 12' 6 LN ML, 2 LN FR, WITH SUP STA XXXX+XX.XX TO STA XXXX+XX.XX PROPOSED US 380 - 400' ROW PGL 2' PGL WB MAINLANE 74' 2' BRIDGED 6 LN ML STA XXXX+XX.XX TO STA XXXX+XX.XX 2.5%2.5% [ US380C PROPOSED US 380 SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 27' LANE 12' LANE 12' LANE 12' SHLD 27' SHLD 10' AUX 0'-12' 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 100' 50' 50' 2.0%2.0% [ FM 2933 GROUND EXISTING 2' LANE 11' LANE 11' 2'EX ROWEX ROWEXIST/PROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL PROPOSED TYPICAL SECTION FM 2933 & CR 331 INTERSECTION APPROACH EXISTING TYPICAL SECTION FM 2933 & CR 331 2' 2' [ FM 2933 [ CR 331 2' LANE 12' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' 2' LANE 11' LANE 11' LANE 11' EB MAINLANE 74'-86'PROP ROWPROP ROW 15' 15' 15' 15' | WBML | WBML | WBML | WBML | WBML | EBML | EBML | EBML | EBML | EBML 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021NCSJ 0135-15-002[ US380 STA 1968+00.00MATCHLINE SHEET 15CSJ 0135-15-002[ US380 STA 2048+00.00MATCHLINE SHEET 17US 380 - SEGMENT CROLL 16 OF 20 ROLL 16 OF 20 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 380 380 Page 133 Item 6. HORZ SCALE 0 0 VERT SCALE 200 2050100510 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:US380 EIS Pentable.tblDesign Filename: HORZ SCALE 0 0 VERT SCALE 200 2050100510 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14c:\pwworking\central01\d2290683\US380-EST-RD-SHT-003.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: c:\pwworking\central01\d2290683\US380-EST-RD-SHT-003.dgnUS380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 2 0 5 0 + 0 0 2055+00 2060+00 2065+00 2070+00 2075+00 2 0 5 0 + 0 0 2055+00 2060+00 2065+00 2070+00 2075+00 2 0 5 0 + 0 0 2055+00 2060+00 2065+00 2070+00 2075+00FM 2933PROP R.O.W PROP R.O.W CL_US380C_3 [US380C STA 2057+04.35 BEGIN TRANSITION PAVEMENT [US380C STA 2066+91.81 END WB TRANSITION PAVEMENT [US380C STA 2067+52.34 END EB TRANSITION PAVEMENT [US380C |US380C-EB |US380C-WBEX R.O.W.EX R.O.W.BL_US380C_WB_3 BL_US380C_EB_3 ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRON MENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT CR 3322 0 8 0 + 0 0 2085+002090+002095+002 1 0 0 + 0 0 2105+00 2110+00 2115+00 2 0 8 0 + 0 0 2085+002090+002095+002 1 0 0 + 0 0 2105+00 2110+00 2115+00 2 0 8 0 + 0 0 2085+002090+002095+002 1 0 0 + 0 0 2105+00 2110+00 2115+00FM 1827PROP R.O. W PROP R.O. W [US380C |US380C-EB CL_US380C_3 |US380C-WB PROP R.O.W (BY OTHERS) PROP R.O.W (BY OTHERS)EX R.O.W. EX R.O.W.EX R.O.W.LOCAL RD E NVI RONME NT AL CL E ARANCE F OOT P RI NT ENVIRONMENTAL CLEARANCE FOOTPRINTENVIRONMENTAL CLEARANCE FOOTPRINTPROP R.O.WENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT BL_US380C_EB_3 BL_US380C_WB_3 0135-03-053 BEGIN CSJ UNIVERSITY DR STA 2105+11.59 [US380C & CSJ NO. 0135-03-053 CSJ NO. 0135-15-002 END PROJECT ROADWAY CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X) CL_US380C CL_US380C_3 117 0' 5 0 58' 1 9,630.73'12,049.54'5,900.00'2036+62.51 2157+12.05 2132+93.24 7120877.99 2554865.94 BL_US380C_EB BL_US380C_EB_3 117 0' 5 0 57' 5 9,696.03'12,131.23'5,940.00'2036+02.10 2157+33.33 2132+98.13 7120813.36 2554824.89 BL_US380C_WB BL_US380C_WB_3 117 0' 5 0 58' 3 9,565.44'11,967.85'5,860.00'2037+22.92 2156+90.77 2132+88.36 7120942.62 2554907 EB FR 26' 2.0% 2.5%2.5% PGL SUP 10' 1.5% 2' 2' | EBFR EB MAINLANE 74' WB MAINLANE 74' 400' WB FR 26' 2.0% PGL SUP 10' 1.5% 2' 2' | WBFR 32' 168' 168' 32' PGLPGL 15' 15'PROP ROWPROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 5' 5'SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 11' LANE 11' LANE 11' LANE 11' PROPOSED US 380 - 400' ROW 8 LN ML, 3 LN FR, WITH SUP STA XXXX+XX.XX TO STA XXXX+XX.XX EB FR 26' 2.0% 2.5%2.5% PGL SUP 10' 1.5% 2' 2' | EBFR 400' WB FR 26' 2.0% PGL SUP 10' 1.5% 2' 2' | WBFR 32' 168' 168' 32' PGLPGL 15' 15'PROP ROWPROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 5' 5' LANE 11' LANE 11' LANE 11' LANE 11' PROPOSED US 380 - 400' ROW TRANSITION STA XXXX+XX.XX TO STA XXXX+XX.XX SHLD 8' LANE 0'-12' LANE 12' LANE 12' SHLD 4' SHLD 8' LANE 0'-12' LANE 12' LANE 12' SHLD 4' SEPARATION 8'-70' SEPARATION 8'-70' [ US380C EB FR 48' 2.0% PGL SUP 10' 1.5% 2' 2' | EBFR 5' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' EB FR 37' 2.0% PGL SUP 10' 1.5% 2' 2' | WBFR 15' 4:1 MAX 6:1 USUAL 5' 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX PROPOSED US 380 - 400' ROW FRONTAGE ROAD STA XXXX+XX.XX TO STA XXXX+XX.XXPROP ROWPROP ROW 168' 168' 32' 100' LANE 12' SHLD 2' SHLD 2' LANE 12' 50' 50' 2.0%2.0%PROP ROWPROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 2' 2.5% 2' 2.5% SHLD 11' LANE 11' LANE 11' PROPOSED TYPICAL SECTION US 380 MEDIAN 48'-254' [ FM1827 PROP ROWPROP ROW 153' [ US380C [ US380C [ US380C 32' 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 142' LANE 11' SHLD 2' SHLD 2' LANE 11' 71' 71' 2.0%2.0%PROP ROWPROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE 11' LANE 11' LANE 11' SUP 8' 2' SHLD 11' LANE 11' LANE 11' 2' SUP 8' PROPOSED TYPICAL SECTION FM 2933 90' 45' 45' 2.0%2.0% [ FM 1827 GROUND EXISTING 2' LANE 11' LANE 11' 2'EX ROWEX ROW 100' 50' 50' 2.0%2.0% [ FM 2933 GROUND EXISTING 2' LANE 11' LANE 11' 2'EX ROWEX ROW 6'-14'MEDIAN2.5%2.5% EXISTING TYPICAL SECTION US 380 193' [ US380C MEDIANLANE 11' LANE 11' LANE 11' LANE 11' SHLD 10' SHLD 10'EX ROWEX ROW 400' 6:1 USUAL 4:1 MAX 6 :1 USUAL 4 :1 MAX LANE 11' 6'MEDIAN2.5'2.5' LANE 11' LANE 11' EXISTING TYPICAL SECTION FM 2933 EXISTING TYPICAL SECTION FM 1827 PROPOSED TYPICAL SECTION FM 1827 INTERSECTION APPROACH [ FM 1827 14' 2.5' 2.5' | WBML | WBML | EBML | EBML GROUND EXISTING GROUND EXISTING 4:1 MAX 6:1 USUAL 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021CSJ 0135-15-002[ US380 STA 2048+00.00MATCHLINE SHEET 16NN US 380 - SEGMENT CROLL 17 OF 20 ROLL 17 OF 20CSJ 0135-15-002[ US380 STA 2076+00.00CSJ 0135-15-002[ US380 STA 2076+00.00380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 380 380 380 380 Page 134 Item 6. HORZ SCALE 0 0 VERT SCALE 200 2050100510 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:US380 EIS Pentable.tblDesign Filename: HORZ SCALE 0 0 VERT SCALE 200 2050100510 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14c:\pwworking\central01\d2291297\US380-WST-RD-SHT-001.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: c:\pwworking\central01\d2291297\US380-WST-RD-SHT-001.dgnUS380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 1885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1 9 3 5 + 0 0 1940+00 1945+001950+001955+001960+001965+001885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1 9 3 5+ 0 0 1940+00 1945+001950+001955+001960+001965+001885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1 9 3 5 + 0 0 1940+001945+001950+001955+001960+00MCLNTYRE RDPROP R.O.W PROP R.O.W PROP R.O.W PROP R.O.W DGNO RAI L ROADP ROP OS ED EAS EMENTP ROP OS E D E AS E ME NTPROPOSED EASEMENT [US380D [US380D |US380D-EB |US380D-WB BL_US380D_EB_1 BL_US380D_WB_1 CL_US380D_1 STEEL BRIDGE BENT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT EN V I RO N M EN TA L CLEA RA N CE FO O TPRIN TEN V IRO N M EN TA L C LEA RA N CE FO O TPRI N TFM 331PRO PO SED EA SEM EN TPGL 2' PGL EB MAINLANE 98' WB MAINLANE 75' 2' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' STA XXXX+XX.XX TO STA XXXX+XX.XX BRIDGED 10 LN ML 2.5%2.5% SHLD 10' 12' LANE 12' LANE 12' LANE 12' SHLD 15' [ US380D SHLD 10' LANE 12' 400' 2.5%2.5% 2' 2.5% EB MAINLANE 74' 2' PGL 2.5% LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 15' PGLLANE 11' LANE 11' 2.0% PGL LANE 11' LANE 11' WB FR 26' 2.0% 2' 4:1 MAX 6:1 USUAL 4 :1 MAX 6 :1 USUAL | WBFR PROP ROWSTA XXXX+XX.XX TO STA XXXX+XX.XX 9 LN ML, 2 LN FR, WITH SUP INTERSECTION APPROACH PROPOSED US 380 - 400' ROW 2'EXIST/PROP ROWLANE 11' LANE 11' 2.0% PGL LANE 11' LANE 11' EB FR 48' 2.0% 2' 4:1 MAX 6:1 USUAL | EBFR 2' 4:1 MAX6:1 USUAL [ US380D LANE 12' LANE 12' LANE 11' PROPOSED US 380 1.5% SUP 10' 5' PGLPGL 2.0% | RAMP SHLD| RAMP RAMP 26' 4'SHLDLANE 14' 8' PROPOSED US 380 PROPOSED US 380 SHLD 15'-27' LANE 11' SUP 10' 1' 32' 168' 168' 32' STA XXXX+XX.XX TO STA XXXX+XX.XX 1 LN RAMP WITH SUPSTA XXXX+XX.XX TO STA XXXX+XX.XX 1 LN RAMP 100' 50' 50' 2.0%2.0% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL GROUND EXISTING 2' LANE 11' LANE 11' 2'EX ROWEX ROW[ CR 331 MCINTYRE RD & CR 331 EXISTING TYPICAL SECTION SHLD 2' LANE 12' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' 2' 2.5% 2' 2.5% MEDIAN 18' 158' 96' 62' 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL [ CR 331 [ MCINTYRE RD WB MAINLANE 74'-86' SUP 10' 1.5%2.0% SHLD 4' LANE 14' 8' | RAMP| RAMP PGL 2' LANE 11' LANE 11' LANE 11' MCINTYRE RD & CR 331 INTERSECTION APPROACH PROPOSED TYPICAL SECTION 5' SUP 10' 15' | WBML | EBML | WBML | EBML 1' 1' PGL 2' PGL EB MAINLANE 86' WB MAINLANE 75' 2' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 15' STA XXXX+XX.XX TO STA XXXX+XX.XX BRIDGED 9 LN ML 2.5%2.5% SHLD 10' 12' LANE 12' LANE 12' LANE 12' SHLD 27' [ US380D PROPOSED US 380 SHLD 10' | WBML | EBML ROADWAY CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X) CL_US380D CL_US380D_1 77 57' 5 1 0' 4,629.84'7,784.73'5,720.00'1862+55.89 1940+40.61 1908+85.73 7141605.87 2550025.71 BL_US380D_EB BL_US380D_EB_1 77 57' 5 1 0' 3 4,597.47'7,730.30'5,680.00'1862+50.39 1939+80.69 1908+47.86 7141573.66 2549985.58 BL_US380D_WB BL_US380D_WB_1 77 57' 5 0 59' 4 4,662.21'7,839.16'5,760.87'1862+61.38 1941+00.54 1909+23.59 7141638.08 2550065.85 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021NNCSJ 0135-15-002[ US380 STA 1883+00.00MATCHLINE SHEET 12CSJ 0135-15-002[ US380 STA 1965+00.00MATCHLINE SHEET 19US 380 - SEGMENT DROLL 18 OF 20 ROLL 18 OF 20 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 380 380 Page 135 Item 6. HORZ SCALE 0 0 VERT SCALE 200 2050100510 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:US380 EIS Pentable.tblDesign Filename: ROLL X OF XX HORZ SCALE 0 0 VERT SCALE 200 2050100510 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. US 380 - SEGMENT ALOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14c:\pwworking\central01\d2291297\US380-WST-RD-SHT-002.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: c:\pwworking\central01\d2291297\US380-WST-RD-SHT-002.dgnUS380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 AI RPORT DRW OODLAW N RD PROP R.O.W PROP R.O.W PROP R.O.W PROP R.O.W PROPOSED EASEMENT PROPOSED EASEMENT PROPOSED EASEMENT [US380D |US380D-WB |US380D-EB BL_US380D_EB_2 BL_US380D_WB_2 CL_US380D_2 BL_US380D_EB_3 BL_US380D_WB_3 CL_US380D_3 BL_US380D_EB_4 CL_US380D_4 BL_US380D_WB_4 ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT WO O DL A WN R D UNIVERSITY DRROADWAY CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X) CL_US380D CL_US380D_2 5 2' 2 0 24' 2 620.56'1,240.32'14,100.00'1967+07.20 1979+47.52 1973+27.76 7133688.95 2549993.03 CL_US380D_3 5 23' 2 0 24' 2 663.74'1,326.50'14,100.00'1979+47.52 1992+74.02 1986+11.26 7132409.16 2550100.58 CL_US380D_4 73 43' 4 1 41' 2,549.50'4,375.16'3,400.00'2007+98.07 2051+73.24 2033+47.57 7127672.12 2550052.07 BL_US380D_EB BL_US380D_EB_2 5 2' 2 0 24' 1 622.32'1,243.84'14,140.00'1966+47.27 1978+91.11 1972+69.60 7133687.36 2549953.03 BL_US380D_EB_3 5 23' 2 0 24' 2 661.86'1,322.74'14,060.00'1978+91.11 1992+13.85 1985+52.97 7132407.69 2550060.56 BL_US380D_EB_4 73 43' 4 1 39' 5 2,579.49'4,426.64'3,440.00'2007+37.91 2051+64.54 2033+17.40 7127642.54 2550011.77 BL_US380D_WB BL_US380D_WB_2 5 2' 2 0 24' 2 618.80'1,236.80'14,060.00'1967+67.12 1980+03.92 1973+85.92 7133690.55 2550033.04 BL_US380D_WB_3 5 23' 2 0 24' 1 665.62'1,330.26'14,140.00'1980+03.92 1993+34.19 1986+69.55 7132410.64 2550140.6 BL_US380D_WB_4 73 43' 4 1 42' 1 2,519.50'4,323.69'3,360.00'2008+58.24 2051+81.94 2033+77.75 7127701.7 2550092.38 2.5%2.5% 2' 2.5% WB MAINLANE 74' 2' PGL 2.5% SHLD 27' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' PGL [ US380D EB FR 37' 2.0% PGL SUP 10' 1.5% 2' | EBFR 400' WB FR 37' 2.0% PGL SUP 10' 1.5% 2' 2' | WBFR 32' 168' 168' 32' 15'PROP ROWPROP ROW4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX 5' 5' LANE 11' LANE 11' LANE 11' LANE 11' PROPOSED US380 - 400' ROW 6 LN ML, 3 LN FR, WITH SUP STA XXXX+XX.XX TO STA XXXX+XX.XX PGLPGL 2.0% | RAMP SHLD| RAMP RAMP 26' 4'SHLDLANE 14' 8' SHLD 15'-27' 2.5%2.5% MEDIAN 9' PROPOSED TYPICAL SECTION US 380 INTERSECTION APPROACH [ US 380 2' 2.5% 2' 2.5% MEDIAN 20' [ AIRPORT DR PROPOSED TYPICAL SECTION AIRPORT DR INTERSECTION APPROACHPROP ROWPROP ROWPROP ROWPROP ROW 2' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' 2' LANE 11' LANE 11' LANE 11' SUP 10' SUP 10' 1.5%1.5% 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 2' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' 2' LANE 11' LANE 11' 1.5%1.5% SUP 10' SUP 10' 15' 2' AUX 11' AUX 11' EXISTING GROUND PROPOSED US 380 1 LN RAMP STA XXXX+XX.XX TO STA XXXX+XX.XX 2' 2.5% 2' 2.5% 120' 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL LANE 11' LANE 11' LANE 11' LANE 11'EX ROWEX ROWMEDIAN 34'-44' EXISTING TYPICAL SECTION AIRPORT DR 2' 2' VARIES 160'-212' 120'-166' 70'-100' 50'-66' EB MAINLANE 62'-74' 80'-106' 75'-106' 2.5%2.5% EXISTING TYPICAL SECTION US 380 160' [ US380C 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUALMEDIANLANE 11' LANE 11' LANE 11' LANE 11' SHLD 10' SHLD 10'EX ROW 14' 2.5' 2.5'EX ROW 2.5' 2.5' [ AIRPORT DR 4:1 MAX 6:1 USUAL | WBML | EBML 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021CSJ 0135-15-002[ US380 STA 1965+00.00MATCHLINE SHEET 18CSJ 0135-15-002[ US380 STA 2034+00.00MATCHLINE SHEET 20NNUS 380 - SEGMENT DROLL 19 OF 20 ROLL 19 OF 20 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 380 380 Page 136 Item 6. HORZ SCALE 0 0 VERT SCALE 200 2050100510 MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14 ROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLL4/30/20211:200Plotted on: Scale:Pen Table:US380 EIS Pentable.tblDesign Filename: HORZ SCALE 0 0 VERT SCALE 200 2050100510 2021 by Texas Department of Transportation; all rights reserved 2021 by Texas Department of Transportation; all rights reserved EXISTING GRADEPROPOSED GRADEMOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS DISTRICT COLLIN COUNTY, TEXAS US 380 30% DESIGN SCHEMATIC N NOTES: LEGEND: 2%20 MPHURBAN MINOR COLLECTOR TURNAROUNDS 2%30 MPH URBAN COLLECTOR INTERSECTING ST 2%30 MPH URBAN MINOR ARTERIAL INTERSECTING ST 2%45 MPH URBAN COLLECTORFRONTAGE RD 6%40-45 MPH URBAN FREEWAYDIRECT CONNECTOR 6%45-50 MPH URBAN FREEWAY RAMPS 6%70 MPH URBAN FREEWAY US 380 MAINLANES eMAXDESIGN SPEED FUNCTIONAL CLASS. ROADWAY WILL BE SHOWN IN 60% SCHEMATIC PROFILES HAVE BEEN PURPOSELY EXCLUDED FROM SH5 TO FM 1827 CSJ 0135-03-053 FROM JCT US 380/BUS 380 TO SPUR 399 CSJ 0135-15-002 FROM COIT RD TO JCT US 380/BUS 380 CSJ 0135-02-065 SEGMENT E LENGTH: 5.61 MILES SEGMENT D LENGTH: 4.43 MILES SEGMENT C LENGTH: 4.21 MILES SEGMENT B LENGTH: 4.54 MILES SEGMENT A LENGTH: 5.47 MILES 15 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DEPICTED TO WETLANDS IN SUBSEQUENT SUBMITALS. TO DELINEATE WETLANDS MAY RESULTS IN CHANGES WETLANDS INVENTORY (NWI). ONGOING FIELD SURVEY ALL WETLANDS SHOWN ORIGINATE FROM THE NATIONAL INSTALLATION OF TRAFFIC SIGNALS. INTERSECTIONS ARE CONSTRUCTED TO JUSTIFY THE WARRANT ANALYSIS WILL BE REQUIRED AFTER AS PER TMUTCD REQUIREMENTS, A TRAFFIC SIGNAL DIAGRAMS PROVIDED ON SEPARATE EXHIBIT. GROWTH RATES PROVIDED BY TP&P. TRAFFIC LINE TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND TURNING MOVEMENTS. WB-67 DESIGN VEHICLE WAS USED IN EVALUATION OF PHASE OF THE PROJECT. NOT SHOWN AND WILL BE DEVELOPED DURING THE PS&E CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE TYPE II (8")UNLESS NOTED OTHERWISE. CURBS ON THE FRONTAGE ROADS AND CROSS STREETS ARE FEET OF THE EXISTING BUILDING STRUCTURE. DISPLACEMENTS IF THE PROPOSED ROW IS WITHIN 30 BUILDINGS ARE CONSIDERED AS POTENTIAL SHOWN. AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE DETERMINED IN COORDINATION WITH THE LOCAL EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS TYPICAL SECTIONS. PS&E. SIDEWALKS AND SHARED USE PATHS ARE SHOWN ON DIAGRAMMATIC ONLY AND WILL BE DESIGNED DURING CURB RAMPS, SIDEWALKS AND SHARED USE PATHS ARE COLLIN COUNTY APPRAISAL DISTRICT (JANUARY, 2021) PROPERTY LINES SHOWN ON SCHEMATIC OBTAINED FROM UPON FEMA FLOOD INSURANCE RATE MAPS. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED NOTED OTHERWISE). FACE OF CURB, RAIL, BARRIER, OR WALL (UNLESS DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. GOVERNMENTS. DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL OPENINGS WILL BE DETERMINED IN THE PS&E WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN MEDIAN OPENINGS WERE DETERMINED IN COORDINATION DECEMBER 2020 AND RECORD PLANS. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED EXISTING FEATURES WERE NOT FIELD SURVEYED. LOCATION MAP NOT TO SCALE PROSPER McKINNEY FAIRVIEW HOPE NEW KEY MAP NOT TO SCALE ROLL 7 ROLL 6ROLL 1 ROLL 2 ROLL 3 ROLL 4ROLL 9 ROLL 5 ROLL 8 ROLL 10 ROLL 11 ROLL 13ROLL 14c:\pwworking\central01\d2291297\US380-WST-RD-SHT-003.dgn4/30/20211:200Plotted on: Scale:Pen Table:Design Filename: c:\pwworking\central01\d2291297\US380-WST-RD-SHT-003.dgnUS380 EIS Pentable.tblROLL 1 5 ROLL 16R O LL 17ROLL 19R O L L 2012ROLL18ROLLCL_US380A_1 HORIZONTAL ALIGNMENT CURVE NAME PROJECT BY OTHERS IN DESIGN OR CONSTRUCTION PAVEMENT TO BE REMOVED PROPOSED TEMPORARY PAVEMENT PROPOSED SHARED USE PATH OR SIDEWALK PROPOSED CROSS STREETS PROPOSED FRONTAGE ROADS PROPOSED RAMPS PROPOSED MAINLANES PROPOSED BRIDGE PROPOSED LANE DIRECTION OF TRAVEL EXISTING LANE DIRECTION OF TRAVEL PROPOSED RETAINING WALL PROPOSED BRIDGE BENTS PROPOSED TRAFFIC BARRIER PROPOSED DENIAL OF ACCESS EXISTING DENIAL OF ACCESS ENVIRONMENTAL CLEARANCE FOOTPRINT PROPOSED EASEMENT (BY OTHERS) PROPOSED ROW (BY OTHERS) PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING FLOODWAY EXISTING 100 YR FLOODPLAIN EXISTING WETLANDS (NWI) EXISTING UTILITIES EXISTING PROPERTY LINES EXISTING ROW 2035+0020 35+00 2040+002045+00 2050+00 2055+00 2060+00 2065+00 2070+00 2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 2 0 3 5 +0 0 2040+002 04 5+ 0 0 2050+00 2055+00 2060+00 2065+00 2070+00 2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+002035+002040+002045+00 2050+00 2055+00 2060+00 2065+00 2070+00 2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 GREENVILLE RDPR O P R. O. W PROP R.O.W PROP R.O.W PROP R.O.W EX R.O.W.(BY OTHERS)PROP R.O.W PROPOSED EASEMENT CR 330 STA 2116+88.03 [US380D CSJ NO. 0135-03-053 END PROJECT [US380D |US380D-WB |US380D-EB BL_US380D_WB_4 BL_US380D_EB_4 CL_US380D_4 FM 1827ENV IRONMENTAL CLEARANCE FOOTPR INT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT ENVIRONMENTAL CLEARANCE FOOTPRINT [US380D STA 2079+00.00 END BRIDGE WB [US380D STA 2082+00.00 END BRIDGE EB 0135-35-053 BEGIN CSJ 0135-15-002 END CSJ UNIVERSITY DR EB FR 26' 2.0% 2.5%2.5% PGL SUP 10' 2' 2' | EBFR [ S399 400' WB FR 26' 2.0% PGL SUP 10' 2.0% 2' 2' | WBFR 32' 168' 168' 32' PGLPGL 15' 15'PROP ROWPROP ROW 5' 5' LANE 11' LANE 11' LANE 11' LANE 11' PROPOSED US380 - 400' ROW TRANSITION STA XXXX+XX.XX TO STA XXXX+XX.XX SHLD 8' LANE 0'-12' LANE 12' LANE 12' SHLD 4' SHLD 8' LANE 0'-12' LANE 12' LANE 12' SHLD 4' SEPARATION 8'-70' SEPARATION 8'-70' [ US380D EB FR 48' 2.0% PGL SUP 10' 1.5% 2' 2' | EBFR 15' 5' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' LANE 11' WB FR 37' 2.0% PGL SUP 10' 1.5% 2' 2' | WBFR 15' 4:1 MAX 6:1 USUAL 5' 6 :1 USUAL 4 :1 MAX 6:1 USUAL 4:1 MAX PROPOSED US380 - 400' ROW FRONTAGE ROAD STA XXXX+XX.XX TO STA XXXX+XX.XXPROP ROWPROP ROW 400'-440' 168' 168' 32' 2' 2.5% 2' 2.5% MEDIAN 52'-255' MEDIAN 6'PROP ROWPROP ROW 111' 32' PGL 2' PGL EB MAINLANE 74' WB MAINLANE 74' 2' BRIDGED 6 LN ML STA XXXX+XX.XX TO STA XXXX+XX.XX 2.5%2.5% [ US380D PROPOSED US 380 2' LANE 11' LANE 11' LANE 11' 2' LANE 11' LANE 11' 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 27' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 27' PROPOSED TYPICAL SECTION FM 1827 [ FM 1827 90' 45' 45' 2.0%2.0% [ FM2933 GROUND EXISTING 2' LANE 11' LANE 11' 2'EX ROWEX ROWEXISTING TYPICAL SECTION FM1827 2' 2.5% 2' 2.5% EXISTING TYPICAL SECTION US380 193' [ US380D 4:1 MAX 6:1 USUAL 4:1 MAX 6:1 USUAL 6'-14'MEDIANLANE 11' LANE 11' LANE 11' LANE 11' SHLD 10' SHLD 10'EX ROWEX ROW2.0% | WBML | WBML | EBML | EBML ROADWAY CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION PI NORTHING (Y)PI EASTING (X) CL_US380D CL_US380D_4 73 43' 4 1 41' 2,549.50'4,375.16'3,400.00'2007+98.07 2051+73.24 2033+47.57 7127672.12 2550052.07 BL_US380D_EB BL_US380D_EB_4 73 43' 4 1 39' 5 2,579.49'4,426.64'3,440.00'2007+37.91 2051+64.54 2033+17.40 7127642.54 2550011.77 BL_US380D_WB BL_US380D_WB_4 73 43' 4 1 42' 1 2,519.50'4,323.69'3,360.00'2008+58.24 2051+81.94 2033+77.75 7127701.7 2550092.38 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 300 Firm Registration No. F-754 HDR PRELIMINARY TECHNICAL REVIEW. RESULTING FROM PUBLIC INPUT AND CHANGE BASED ON FURTHER DEVELOPMENTS CONSTRUCTION PURPOSES AND SUBJECT TO NOT INTENDED FOR PERMIT, BIDDING, OR APRIL 2021 SCHEMATIC PREPARED BY: DATE P.E. NUMBERNAME DAVID SUTTON 120142 4/30/2021CSJ 0135-15-002[ US380 STA 2034+00.00MATCHLINE SHEET 19N N US 380 - SEGMENT DROLL 20 OF 20 ROLL 20 OF 20 380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380380 5 543 1461 2478 75 121 1827 380 546 720 121 75 380 380 380 Page 137 Item 6. FM 1385W UNIVERSITY DR E FIRST ST PARVIN RD E UNIVERSITY DR N CUSTER RDE PROSPER TRL W FIRST ST W FRONTIER PKWY E FRONTIER PKWY PROSPER RD N PRESTON RDGEE RDE FIRST ST N CUSTER RDE UNIVERSIT Y DR 0 1,500750Feet ¯ Prosper Development Map This map is for illustration purposes only. Ladera Prosper2nd Quarter of 2021 North Dallas Cemetery2nd Quarter of 2021 4th Quarter of 2021 2nd Quarter of 2021 Founders AcademyUnder Construction Malabar Hills4th Quarter of 2020 Prosper ISD High School #32nd Quarter of 2023 Gold/Brown Seg BOriginal Red Option E Red Option B Gold/Brown Seg BUpdated Page 138 Item 6. Draft EIS 30% Alignment Issues: The Town of Prosper passed multiple resolutions regarding the US 380 Bypass Feasibility Study and provided such to TxDOT for its documentation in the Feasibility Study Report. We continue to support TxDOT’s Feasibility Study preferred “Red A” alignment as represented on Rolls 1, 2, 3 and 4 in the 30% EIS. The Town of Prosper has communicated early and often throughout the consultation process on US 380 and, as a key stakeholder in the process, have made our concerns clear on a consistent basis. As stated in our resolutions in 2018‐2020, the Town of Prosper is firmly opposed to any alignment of US 380 through Prosper other than that which is listed in our current Thoroughfare Plan. All other alignment options for US 380 currently proposed by TxDOT within the corporate limits are unacceptable to the Town of Prosper in their current form, pose substantial financial risk to TxDOT, and have significant effects to the imminent residential housing within the Town of Prosper. We understand that TxDOT must revisit the realm of feasible alternatives during development of the EIS. We are a willing partner in this process, but continued inclusion of an unreasonable alternative alignment of the US 380 Bypass through the Town of Prosper will be continued to be objected to by our Town Council. As shown in Figure 1, multiple alignment options have been considered by TxDOT over the development of a Feasibility Study, and now an EIS. These alignments conflict with developments in Prosper west of Custer Road that are either existing, proposed or planned, or are already under construction. The alignments shown in Yellow and Gold in Figure 1 (former Feasibility alignments Red Option B and Red Option E) were objected to in Town Resolutions and TxDOT dropped them from final consideration in the Feasibility Study. Subsequently, an alignment shown in Blue in Figure 1 (Alignment Option Gold/Brown) was proposed by TxDOT, but was opposed in a Town Resolution as the alignment passed through a Charter School currently under construction. Figure 1. Town of Prosper Existing and Pending Development along proposed US 380 Bypass Route. Page 139 Item 6. The Town of Prosper officially supported the preferred alternative “Red A” in the Feasibility Study. The Red A preferred alignment indicated a Bypass connection back to/departing from existing US 380 east of the Town of Prosper, with a widening of the footprint of the existing US 380 through the Town of Prosper which is consistent with the Town’s Thoroughfare Plan. We have been preparing ourselves for that concept of the widening of the existing US 380 through the Town of Prosper. Given the preferred Red A alignment from TxDOT’s Feasibility Study, the Town of Prosper has continued to approve development within its jurisdiction while deferring decisions on development near the potential widening of the existing US 380. TxDOT has come back in the 30% EIS with the Segment B alignment option (shown in Red and noted as the “Gold/Brown Seg B Updated” alignment in Figure 2, which also shows the host of other possible alignments that TxDOT has considered during the Feasibility Study that pass through Prosper). It is highly expected that the area encroached upon by the Segment B alignment option shown in the 30% EIS schematics will be fully developed by the time TxDOT has an approved EIS. Specifically, it is estimated that 158 single family homes and an amenities center would be directly impacted and another 119 homes would be functionally impacted by the US 380 Bypass alignment option Segment B as shown in Figure 3. Almost all of the Ladera Prosper Figure 2. Approved and Pending Development along the path of US 380 Bypass alternative alignment through the Town of Prosper. Page 140 Item 6. subdivision would need to be purchased and residents relocated. As was depicted in Figure 3, many of these have already been approved for construction and the others are platted and pending for approval later in 2021 and is expected to substantially outpace completion of the draft EIS. The EIS would need to consider the purchase of homes and development amenities, roadways and associated water/wastewater and drainage infrastructure, and the relocation of families in the evaluation of the alternative alignments. Figure 3. Potential Residential Displacements along the Segment B alignment of EIS 30% Schematic Page 141 Item 6. At Custer Road, the 30% EIS alignment Option B (extraction shown in Figure 4) passes very close to the new Founders Academey and the ManeGait Therapeutic Horsemanship rehabilitation center. The Town of Prosper objects to the alignment Option B due to their impact on these environmentally sensitive facilities. Notably, the Environmental Clearance Footprint clips the northwest corner of the ManeGait property, as well as the southeast corner of the Founders Academy property in Prosper. It is our understanding that previous TxDOT alignments in the Feasibility Study were discarded due to their impacts to the Mane Gait facility. The induced or indirect impacts of this alignment could still pose a significant impact on this facility, regardless of whether it immediately encroaches on its footprint. Notable also is the size of the intersection and ultimate roadway connection that would be created at the new intersection of N. Custer Road at E. 1st Street. The repositioning of Easy Lane east of Custer Road would essentially be an off‐ramp from the westbound service road of the US 380 Bypass Option B. The congestion potential at this intersection and the new travel patterns the it would create would impact the new Founders Academy facility, the Walnut Grove Cemetery and the residential neighborhoods on the north side of the Town of Prosper. Figure 4. Updated Segment B alignment at Custer Road at East 1st Street near ManeGait and Founders Academy. Ladera Prosper (approved for construction) Page 142 Item 6. The EIS proposed alignment through Prosper passes through an edge of the lake waters created by an existing dam on Rutherford Branch. The crossing of this area of the man‐made lake will require an assessment of impacts to Waters of the US (WOTUS), as depicted in Figure 5. While some impacts to these waters will need to be addressed in conjunction with the proposed US 380 Bypass element that would run parallel along the north side of existing US 380 through Prosper, the extent of the waters encumbered by this potential alignment of the US 380 Bypass, show in red, will be a significant environmental impact that will need to be addressed for this alignment option. Figure 5. Path of Alternative US 380 Bypass Alignment through Sensitive Areas Page 143 Item 6. We have traffic operational concerns regarding the proposed Alternative B alignment of US 380 Bypass in the EIS in terms of how it would transition at the existing US 380 west of Custer Road in the Town of Prosper (as shown on Rolls 5 and 6 and compiled in Figure 6) and the pending assessment of traffic impacts at that location. The deflection of the retained US 380 westbound lanes to turn right at the future Independence Parkway and then left onto the service road of the US 380 Bypass, as shown on Roll 6, is expected to be problematic and should be thoroughly addressed in the EIS in terms of operational and safety performance. Also shown in Figure 6, is that the connection to and from the future Independence Parkway will have no connection to the US 380 Bypass frontage road. Traffic from westbound US (business) 380 would join with westbound traffic from future Independence Parkway to congest the underpass approach to the westbound frontage road of the US 380 Bypass. All of this westbound frontage road traffic would then join the two‐lane exit from westbound US 380 Bypass and decent upon the intersection at Coit Road in the Town of Prosper. We much prefer TxDOT’s Red A alignment, recommended in the Feasibility Study Report, for its confluence of bypass and retained US 380 and room for the directional ramps and management of directional flows, as shown on Rolls 2 and 3 of the 30% EIS, and which allows merging traffic to stabilize through a grade separated interchanges at Stoneridge Drive and at Custer Road before arriving into the Town of Prosper. Figure 6. Alternative Alignment B Confluence of US 380 and US 380 Bypass, showing the close proximity of major traffic movements and potential for congestion in the Town of Prosper Page 144 Item 6. General Issues with the Feasibility Study appear to be poised to carry over into the EIS, namely: o Alignments appear to be based on outdated development activity, of which the Town of Prosper is attempting to once again appraise TxDOT and ask for its consideration. o Evaluation process has failed to acknowledge the rapid growth along the corridor and address this issue in the planning process. o Performance measures for alternatives evaluation use duplicate variables and skew the analysis. VMT, VHT, Congestion Delay, V/C, and Level of Service all use similar (if not identical) variables. Summation The Town of Prosper wishes to emphatically restate that it does not support any proposed bypass alternative alignment that meanders north of the current US 380 alignment west of Custer Road through the Town of Prosper and remains committed to its support of the expansion of US 380 as a freeway along the existing alignment of US 380 within the city limits of the Town of Prosper. Page 145 Item 6. kjkjkjkjkjkjkjkjkjkjkjkjkjkjkjParvin Rd.F.M. 1385GeeFishtrap Rd.U.S. 380Dallas North TollwayProsper TrailFirst St.La Cima Blvd.Frontier Pkwy.Preston Rd.Coit Rd.F.M. 1461F.M. 2478Custer Rd.Teel Pkwy.Legacy Dr.BNSF RRS. ColemanN. ColemanLovers LnHays RdPrairie Dr.Shawnee Trl.Richland Blvd.Cook LnSafety WayThoroughfare PlanPlate 3May 202000.510.25MilesZTown of ProsperETJ100 Year FloodplainkjMinor GatewayGrade SeparationRR Grade SeparationMajor GatewaykjThoroughfare DescriptionLimited Access Roadway/Freeway (330' ROW)Dallas North TollwayMajor Thoroughfare (6 lane; 120' ROW)Minor Thoroughfare (4 lane; 90' ROW)Commercial Couplet (3 lane; 65' ROW)Commercial Collector (2 lane; 60' ROW)Old Town District (Section Varies)Access Roads* Refer to Comprehensive Plan forInterim Development of Coit Road between Frontier Parkway and Prosper Trail. The Thoroughfare Plan is for informational purposes and has not been prepared for and is not intended for legal, realestate, engineering, or surveying purposes. It is provided asa conceptual guide for transportation decisions within the Townrelated to general roadway alignments and classifications. The Town of Prosper does not assume any responsibility or liability for omissions, inaccuracies, or misinterpretations of the Thoroughfare Plan.Ordinance No. 2020-47, Page 3Page 146Item 6. Ladera Prosper Status Date completed Anticipated Date Zoning - Active/In-Review 12/21/2020 Zoning - Approved 6/8/2021 Preliminary Plat Cases - Active/In-Review 7/6/2021 Preliminary Plat Cases - Approved 8/3/2021 Plats - Active/In-Review 8/23/2021 Plats - Approved 9/21/2021 Plats - Filed/Recorded 4/2022 (TBD) Pre-Site Plans - Active/In-Review 7/6/2021 Pre-Site Plans - Approved 8/3/2021 Site Plans - Active/In-Review 8/23/2021 Site Plans - Approved 9/21/2021 Site Plans - Released (Assuming this is released for permits) 10/1/2021 Ladera Prosper Schedule Page 147 Item 6. Cemetery Status Date completed Anticipated Date Zoning - Active/In-Review 11/2/2020 Zoning - Approved 2/23/2021 Preliminary Plat Cases - Active/In-Review n/a Preliminary Plat Cases - Approved n/a Conveyance Plat - Active/In-Review 4/5/2021 Conveyance Plat - Approved 5/4/2021 Conveyance Plat - Filed/Recorded 6/4/2021 Final Plat - Active/In-Review 6/7/2021 Final Plat- Approved 7/6/2021 Final Plat - Filed/Recorded 7/15/2022 Pre-Site Plans - Active/In-Review 4/5/2021 Pre-Site Plans - Approved 5/4/2021 Site Plans - Active/In-Review 6/7/2021 Site Plans - Approved 7/6/2021 Site Plans - Released/Permits 8/16/2021 Prosper Trails Memorial Park/Cemetery Schedule Page 148 Item 6.