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10.12.2010 Town Council PacketISPER OWN OF 1. Call to Order / Roll Call. 2. Invocation and Pledge of Allegiance. AGENDA Regular Meeting of the Prosper Town Council Town of Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Tuesday, October 12, 2010 at 6:00 p.m. 3. Announcements of dates and times of upcoming community events. PRESENTATIONS 4. Presentation of certificates of appreciation for past Board and Commission members. CONSENT AGENDA (Items placed on the Consent Agenda are considered routine in nature and are considered non -controversial. The Consent Agenda can be acted upon in one motion. A majority vote of the Council is required to remove any item for discussion and separate action. Council members may vote nay on any single item without comment and may submit written comments as part of the official record.) 5. Consent Agenda MINUTES a. Consider and act upon minutes from the following Council meetings. (MD) September 27, 2010 — Special Town Council Meeting September 28, 2010 — Town Council Meeting ORDINANCES, RESOLUTIONS, AND AGREEMENTS b. 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. (CC) C. Consider and act upon the expenditure of Park Improvement Funds for improvements at Whitley Place Park. (WH) d. Consider and act on a resolution endorsing a resolution by the City Council of the City of Weston regarding a previously approved Ultimate Boundary Agreement and Declaratory Judgment. (ML) e. Consider and act on 2010/2011 Ambulance Transport Fees. (RT) f. Consider and act upon a resolution opposing southern routes Alternative T5. (ML) ANNEXATION PETITIONS g. Consider and act to accept a petition presented by Dan Tolleson to set dates for two public hearings and call for a service plan for the voluntary annexation of approximately 12.693 acres of land generally located north of First Street and 4300+ feet west of Custer Road. (MD) Page 1 of 2 CITIZEN'S 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 Comments Form" and present it to the Town Secretary prior to the meeting.) 6. Other Comments by the Public. REGULAR AGENDA (If you wish to address the Council during the regular agenda portion of the meeting, please fill out a "Speaker Request Form" and present it to the Town Secretary prior to the meeting. Citizens wishing to address the Council for items listed as public hearings will be recognized by the Mayor. Those wishing to speak on a non-public hearing related items will be recognized on a case -by -case basis, at the discretion of the Mayor and Town Council.) DEPARTMENT ITEMS 7. Consider and act upon an ordinance adopting the Green Built Texas Multifamily Protocol Version 1.0 with the Town of Prosper Addendum No. 1, creating the Town of Prosper Multifamily Green Building Program. (WS) 8. Consider and act upon 1) a change order #2 to Jacobs Engineering, Inc. for Professional Design Services for the Community Park and 2) a resolution authorizing the Town Manager to execute the same. (WH) 9. Discuss the Town's improved bond debt rating from Al to Aa3 by Moody's. (MG) 10. Consider and act upon an ordinance approving all matters incident and related to the issuance and authorization of the sale of Town of Prosper Tax Notes, Series 2010 totaling $2,045,000 in connection with the radio dispatch center and the purchase of two ambulances. (MG) 11. Possibly direct Town Staff to schedule topic(s) for discussion at a future meeting. 12. Adjourn. CERTIFICATION I, the undersigned authority, do hereby certify that this Notice of Meeting was posted on the inside window at the Town Hall of the Town of Prosper, Texas, a place convenient and readily accessible to the general public at all times, and said Notice was posted by the following date and time: Friday, September 8, 2010 at 5:00 p.m. and remained so posted at least 72 hours before said meeting was convened. OF Py '94pfthew D. Denton, TRMC m e Date Noticed Removed Town Secretary • pa s e a 0 e @ 0 a w In addition to any specifically identified Executive Sessions!founcil r4xVArvj9Ptnto ExeZ&ve Session under Section 551 of the Texas Government Code at any point during the open meeting to discuss any iterirgl sted p►da. Ta�10 en Meetings Act provides specific exceptions that require that a meeting be open. Should Council elect to convene into E�i(��yy�Srit9h? �� captions will be specifically identified and announced. Any subsequent action, as a result of this Executive Session, will be taken ait�✓>h�pen session. NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Town Council Meetings are wheelchair accessible. Persons with disabilities who plan to attend this meeting and who may need auxiliary aids or services such as Interpreters for persons who are deaf or hearing impaired, readers, or large print, are requested to contact the Town Secretary's Office at (972) 346-2640 or by FAX (972) 347-2111. BRAILLE IS NOT AVAILABLE. Page 2 of 2 ISPER OWN OF 1. Call to Order / Roll Call. The meeting was called to order at 6:04 p.m. Roll call was taken by Mayor Smith. MINUTES Regular Meeting of the Prosper Town Council Town of Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Tuesday, September 28, 2010 at 6:00 p.m. Council present included: Mayor Ray Smith, Mayor Pro-Tem K111111 enneth Dugger, Deputy Mayor Pro -Tern Meigs Miller, Dave Benefield, David Vestal, Danny Wilson, and Jason Jaso Dixon. E11I�l�l,� Staff present included: Mike Land, Town Manager; Huloni Webb, Direct6rof Development Services; Chris Copple, Senior Planner; Wade Harden, Senior Planner;�Il x k Jar omin,��ip`ublic Works Director; Matthew Garrett, Finance Director; and Matthew Denton, Townf1 S'cretary. 2. Invocation and Pledge of Allegiance. The Invocation was given by Pastor Joe Mayor Pro-Tem Smith led the Pledge of All'e 1 3. Announcements of dates,and times Councilmember Vestal Mike Land, Town the Prosper Health 1 7'h. ,�a�lllllllllll!. 8. Discuss and appoint •+lfllUte Commission, Board Motioned by ( appointments: Parks and Recreation Chris Sanchez Woody Adams Nanette Shamblen the',amily Fun' Planning and Zoning Commission: Mark DeMattia Chris Blair Rick Turner Chris Keith (1 year term) 10 at Rucker Elementary. Cory AusMaugh Memorial 5K Fun Run and 1 Mile Walk and eo�� ,jt 9. Tlip Community Library has an open house on October Ni►ll��E►,, it �� to the Parks and Recreation Board, Planning & Zoning tments/Construction Board of Appeals, and Economic .1111p, by Mayor Pro-Tem Dugger to make the following Pagel of 5 Economic Development Corporation: Jim Wicker Kevin Drown Board of Adjustment/Construction Board of Appeals: Bob Wierschem Shon Merryman Bob Jameson Deborah Jackson (1 year) Kecia Bass (Alternate) Billv Hurst (Alternate) theast corner of Teel nned Development- osper and the City of Services to the Town C) Engineering Design mg the Collin County at the Congressional FINANCIALS i. Consider and act upon the financial statements ending August 31, 2010. (MG) Mayor Pro-Tem Dugger requested items 4e, 4f, and 4g be removed from the consent agenda. Motioned by Deputy Mayor Pro-Tem Miller, seconded by Councilmember Vestal to approve the consent agenda items 4a through 4d, 4h, and 4i. Motion approved 7-0. Page 2 of 5 e. Consider and act upon 1) a change order #1 to Jacobs Engineering, Inc. for Professional Design Services for the Community Park and 2) a resolution authorizing the Town Manager to execute the same. (WH) Wade Harden, Senior Planner, gave council background information on this item. Chad St. John, Jacobs Engineering, answered questions for council. Motioned by Mayor Pro -Tern Dugger, seconded by Councilmember Vestal to approve the revised change order # 1 to Jacobs Engineering for professional design services for the community park striking the section titled "Design of Parks division and Fire Department storage facility (new during construction)($18,000) and adopt a resolution authorizing the Town Manager to execute the j sne,.!jjjIjjj Motion approved 6-1 with Deputy Mayor Pro -Tern Miller voting 11{{"do.l�j f. Consider and act upon the expenditure of Park I�im� ovement Funds for im rovements at P P 1 1, P � P Town Lake Park. (WIC Wade Harden, Senior Planner, gave council on this Motioned by Councilmember Wilson, seconded by 1Vlay'or Pro-Tem Dugger to approve the expenditure of Park Improvement funds in an amount not to exceed $2U1000 for ,it 1111construction of,1a dock in Town Lake Park. (I ++ � Motion approved 7-0. g. Consider and act upon 1) an Interlocal Agreement between the Prosper Independent School �„ nai r ''ff1lih,, District and the Town of Prosper,,Texas for the multPpur ose facility and 2 adopt a I Al �luai 1". 111111. h' ) P resolution authorizing:ithelTown Manager to executelith'e same.�(WH) �Iilll�ll!'''' I''��Ihli►►, . �IIiII►�,,1 II111��`►'1i��IIII�►►� . Wade Harden, Senior PlanneIjjjr, lgave council background information on this item. Motioned b Mayor Pro-T� IM1111l u 'er, seconded b�� I �t+,ouncilmember Wilson to approve an Interlocal y, y i ��„ ,gg .,�..,1, y i PP Agreement�.beWee'n��I'thheilProsper In�d�ependent��Scl ojol Dis�triict and the Town of Prosper, Texas for the multi- purpose facility for the fall hours October 1, 2010 through November 3, 2010 Monday through Wednesday 6 P.M. to 9�lpjm., and 2) adopt allre' olutiorilla�uthorizing the��Town Manager to execute the same. Motion annroved 7-0. '111IIIII1►1. 5. Other Commeritst,bv the Ann Lieber announced a T6W!i Hall; Meeting on October 21, 2010 at 6:30 p.m. at Rogers Middle School. REGULAR AGENDA PUBLIC HEARINGS 6. A public hearing to consider and act on an ordinance approving a negotiated resolution between the Atmos Cities Steering Committee and Atmos Energy Corp. Mid -Tex Division regarding a third rate review mechanism, allowing for the increase of rate tariffs and extending the rate review mechanism process. (MG) Matthew Garrett, Finance Director, gave council background information on this item. Page 3 of 5 Motioned by Councilmember Vestal, seconded by Councilmember Dixon to open the public hearing. Motion approved 7-0. Mayor Smith opened the public hearing at 7:08 p.m. There were no comments by the public. Motioned by Councilmember Wilson, seconded by Deputy Mayor Pro-Tem Miller to close the public hearing. Motion approved 7-0. Mayor Smith closed the public hearing at 7:09 p.m. Motioned by Deputy Mayor Pro -Tern Miller, ordinance approving a negotiated resolution bet Energy Corp. Mid -Tex Division regarding a third tariffs and extending the rate review mechanism pr Motion approved 7-0. DEPARTMENT ITEMS 7. Receive the Community Library'moilntlly1al Mike Land, Town Manager,, gave council an update on 9. Consider and AT commercial truck Northern Santa Fi +�l nHllliliiii{i+ Frank Jaro �,publiclWf�fll Motioned�lb�� Councilmem following change: Dallas N Motion approved 7-0. 10. Consider anill1kct an Signs. (CC) Chris Copple, Senior by Councilmember Benefield to approve an 'Atmos Cities lNteering Committee and Atmos w mechanism, �allowng for the increase of rate ity'`Lilirary activity. in aii�llordmance adopting a no-truckI)route to regulate the activities of +unm i1m the Towl%of Prosper on a portion of Frontier Parkway from Burlington ilway to,!Dallas North ;Toll Road. (F,n information on this item. d by Councilmember Dixon to approve item 9 with the removed and replaced with Preston Road (SH 289). amending Sign Ordinance No. 10-010, Section 1.09(Q), Canopy background information on this item. Travis Henegar, Racetrac representative, answered questions for council. Motioned by Councilmember Vestal, seconded by Mayor Pro-Dugger to approve item 10. Motion approved 7-0. 11. Discuss and receive input on the proposed median landscaping design of Prosper Trail from Dallas North Tollway to Preston Road. (HW) Hulon Webb, Director of Development Services, gave council background information on this item. Page 4of5 Council gave staff direction and instructions to move forward with the project. 12. Consider and act upon a resolution of support for the development of property as a mixed -use retail and multi -purpose sports project, the commitment of the USDA to fund public infrastructure and the potential creation of a Public Improvement District on approximately 310 acres generally located east of Legacy Drive, South of First Street, North of Hwy 380 and west of the Dallas North Tollway. (NM) Mike Land, Town Manager, gave council background information on this item. Joe Drysdale, owner representative, answered questions for council. Motioned by Councilmember Vestal, seconded by Deputy Mayor, • ro''-;Tem Miller to approve item 12. Motion approved 7-0. II l�lh�l�lj►�, 13. Possibly direct Town Staff to schedule topic(s) for discussionljat a future meeting. Councilmember Dixon requested an item be placed ponla future agenda regardinglthe lights on the ball fields. 14. Adjourn. Illl�j�►►,. Motioned by Deputy Mayor Pro-Tem Miller, seconded by Mayor Pro-Tem Dugger to adjourn. Motion approved 7-0. •unm:•vamun," nnnm. Mayor Smith adjourned the meeting at 7:56 Ray Smith, Mayor Page 5 of 5 ISPER OWN OF 1. Call to Order / Roll Call. The meeting was called to order at 6:05 p.m. Roll call was taken by Mayor Smith. MINUTES Special Meeting of the Prosper Town Council Prosper High School Administration Office 301 Eagle Drive, Prosper, Texas Monday, September 27, 2010 at 6:00 p.m. Council present included: Mayor Ray Smith, Mayor Pro-Tem Kenneth Dugger, Deputy Mayor Pro-Tem Meigs Miller, Dave Benefield, David Vestal, Danny Wilson, and Jason Dixon. Staff present included: Mike Land, Town Manager, and Matthew Denton, Town Secretary. 2. Town Council interview with candidates for the open boards and commission positions. 3. Adjourn The meeting was adjourned at 9:06 p.m. Attest: Matthew D. Denton, TRMC Town Secretary Ray Smith, Mayor Page 1 of 1 riSPER OWN OF Prosper is a place where everyone matters. To: Mayor and Town Council PLANNING Agenda Item No. 5b From: Chris Copple, AICP, Planning & Zoning Manager Cc: Hulon T. Webb, Jr., P.E., Director of Development Services/Town Engineer Re: Town Council Meeting — October 12, 2010 Date: October 6, 2010 Agenda Item: Consider and act upon whether to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town's Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on any site plan or preliminary site plan. Description of Anenda Item: Attached are the site plans and/or preliminary site plans acted on by the Planning & Zoning Commission at their October 5, 2010 meeting. Per the Town's Zoning Ordinance, the Town Council has the ability to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department for any site plan or preliminary site plan acted on by the Planning & Zoning Commission. Attached Documents: 1. Preliminary site plan for Christian Chapel Assembly of God, on 4.6t acres, located on the southwest corner of Frontier Parkway and Coit Road, approved by a vote of 6-0. 2. Site plan for Christian Chapel Temporary Buildings, on 4.6t acres, located on the southwest corner of Frontier Parkway and Coit Road, approved by a vote of 6-0. Town Staff Recommendation: Town staff recommends the Town Council take no action on this item. Agenda Item No. 5b - Page 1 of 1 IIv RdY&A Dr*s 0A 11 (4 S& d qr"6, ply sW fo ssar�e• ri vra• a-yRy :uz �•=PIGBIIIIR .w. w. w, ..w w>��e � ww,...µiR Ari .. w.... w =. n...: a-wn'•• a ��'�'..,�•.. n.�-.a. -.. r n x: w ww�. i� e- ��0..:a s�w.i r +. >I...r. aa...• I ft I 1 s; ❑ W F w — r 1 I = a1rM~wp� L PRELIMINARY SUE PLAN 4.55 ACRES !RTU00 or m ¢USMA CKAMRS $VRVEY.. ASSY NO 179 Ton " PRV$PER Mull VovmY, Trw CHRISTIAN CHAPEL ASSEMBLY OF GOD MOLLMKOPF LAND SURVEYING _ wRs�a • Rwwc uw www•.r...eR VICINITY MAP N.T.S. / M• ,Ar A / f �ct��f // .A• / vr r E '9 � •Ar A• f d'• li:;r a99.� • / / / .Aa � "�f u 1N I 198,141 SQ. FT. .o.. �n• ^...Ku '"r, S� OR 4.55 AC. RS URVEY A• Ar �� / r^ AMBE S Ya ELISHA CH A_ 179 �'r7' /' ,r+• �1/ 'O S�8A W nx Ex• BBrickShuclum 4000 .N II i "e rN°fY .ra ra .A• , Tem o)a Buildin 102 766 V/ ..Rac .��/ g• r TuOpcxary Building 106 768 I oel wuc naf. / / I 9whC) euN m 6w9 fe WYIY+ CRq� M.wtly of G9C LMrV. a •)cn9N n vewm. J9]>, Yep) Jib. 0 R.L.L ). bR(Y Y� Riaxa r•9 sa>. �n e. u. ...f ix of .Nwo. Ya, E.Y. •wi a a�a.. n...Y�. o..efY..n] fD i1Nui soy f1111 vKK (R) of YtlfMy O]19 L41Rf nxRff) ions EY..um-eef N C119L � IpA9 ]. M)e.�,�m1 f/Rff�°G 0.a1� YEA. Yy YMes .109SCT4 Y9ZOWN Awv)v�ri9. f�9M w PM» �nN. ttl�r G^�9ws� fW .�) ud+vrn.n y...) =w •r Y wmr .. •w... a.e.,.Yr w a an:a. s99-� a,.,Ya:.' +e. EYwp .... ..f FINAL SrM PLAN OP 4.55 ACRES S170AT® W THE 115SHA CHAMBERS SURVEY. ABS•L NO 179 TOWN OF PROSPER COLLiN COUNTY, TEXAS P62 CHRISTIAN CHAPEL ASSEMBLY OF GOD ei AIBLLENKOPF LAND SURVEYING 9aR)Erm • Yurse Yo x Lofna vv�.ax m ma-9 Yvmao. )]vn CUPISTIAN CI-i, VEL ASSE4ieLr of GVV 1100 Frontier Varkcww (FM Rd.1461) Prosper, Texas 7507E 214 3S4-46251 Pastor 61en Gabbard www.ccagnrosaer .com Dear Chris, Please accept this letter concerning our desire to renew our approval to use 2 temporary classroom buildings on our property for another 3 year term. The current enrollment or attendance at our Church is approx. 60 persons per Sunday. Of these approx. 20 are children or youth. Our existing building was constructed with only 2 classrooms, 1 of which is a baby nursery and the other a "cry room" for Mothers with babies. Therefore, we need the 2 temporary classroom buildings to provide religious instruction for the 20 young persons who attend. The existing building is 10 years old. We have considered expansion of said building, and also the construction of an entirely new facility. However, with the small size of our congregation and the downturn in the economy we have had to put such plans on hold. We are presently exploring some alternative strategies and creative financing options, that if viable will allow us to proceed with construction. However, we do greatly need the temporary buildings to allow to operate as a charitable, non-profit, religious organization (501 C, as a result of our affiliation with The Assemblies of God of Springfield, Mo.). Our future growth is promising as the Town of Prosper continues to grow. We do understand the temporary nature of these buildings, and plan to use them only as long as necessary. Thank you and please contact me for any more information. Sincerely, Rev. Glen Gabbard, Pastor p TOWN ER Prosper is a place where everyone matters. To: Mayor and Town Council PARKS & RECREATION Agenda Item No. Sc From: Wade Harden, Senior Parks & Recreation Planner Cc: Mike Land, Town Manager Hulon T. Webb, Jr., P.E., Director of Development Services/Town Engineer Re: Town Council Meeting — October 12, 2010 Date: October 7, 2010 Agenda Item: Consider and act upon the expenditure of Park Improvement Funds for improvements at Whitley Place Park. Description of Agenda Item: Town staff has been contacted by residents concerned with various suspicious activities taking place in Whitley Place Park after park hours. The Town Parks & Recreation and Police Department staffs have met with the Whitley Place HOA regarding the concerns. The majority of undesirable activity is taking place in the cul-de-sac and the parking lot north of the pavilion structure on Glacier Point Court. The Police Department routinely patrols the area and believes lighting within the parking lot and cul-de-sac would discourage the use of the area after park hours. The addition of the lights to the park will allow more visibility during night hours for the HOA and Police while on patrol. In conjunction with the lights, the Police Department would like to have a sign posted referencing the park hours to allow them to issue citations for those in violation of the Ordinance. Staff is recommending the installation of two Kim AR lights to cover the parking lot area north of the pavilion and the installation of four park signs, one to be located in the parking lot area (see attachments). 1. Park Hours are dawn to dusk. 2. Slower traffic keep right and pay attention to traffic that may be passing 3. Pets must remain on a leash and under control at all times 4. It is the responsibility of the pet care giver to clean up after your pet. 5. No littering ($100.00 fine) Budget Impact: Staff estimates the cost of the project to be approximately $15,000. The Park Improvement Fund has a balance of $888,000 for park improvement projects as of October 7th 2010. Legal Obligations and Review: Legal review of this item is not required. Agenda Item No. 5c - Page 1 of 2 Attached Documents: 1. Kim AR/SAR Light Brochure 2. Park Rules Sign Sample Parks and Recreation Board Recommendation: At the September 9, 2010 PARBd meeting, the Board approved the expenditure of Park Improvement funds in an amount not to exceed $15,000 for park rules signs and two parking lot lights, by a vote of 6-0. Town Staff Recommendation: Staff recommends the Town Council approve the expenditure of Park Improvement Funds in an amount not to exceed $15,000 for the installation of park rule signage and the installation of two Kim parking lot light fixtures. Agenda Item No. 5c - Page 2 of 2 F u I I C u t o f f L u m i n a i r e 70 - 400 Watt 4�L IdM LIGHTING Table of Contents Relativity 2-3 Design Logic 4S Horizontal Lamp 6 Optical System Features 8-9 Mechanical Features 10 Installation and Maintenance 11 AR Ordering Information 12-13 SAR Ordering Information 14-15 L_uminaire Specifications 16 Option Specifications 17 Proportion Guide 19 Lamp and Electrical Guide 20-21 Application Engineering Services 21 99D KimNOWI 5-Day Shopping • Quality On Demand See Ordedng/nionnation Pages lam LIGHTING 14 SITE / AREA PARKING STRUCTURE ROADWAY ARCHITECTURAL FLOOD ACCENT LANDSCAPE MAILING ADDRESS. P.O BOX 60080 CITY OF INDUSTRY. CA 91716 0080 BUSINESS ADDRESS 16555 EAST GALE AVENUE CITY OF INDUSTRY, CA 91745 USA PHONE 626 / 968.5666 FAX 626 / 369-2695 ENTIRE CONTENTS ® COPYRIGHT 2009 KIM UGHTING, INC. ALL RIGHTS RESERVED REPRODUCTION IN WHOLE OR IN PART WITHOUT PERMISSION IS STRICTLY PROHIBITED. U.S. PATENT D323,897 www.kimlighting.com Star View. compliant HUBBELL HUBBELL LIGHTING, INC Printed in U.S.A. 5501009194 Version 1.1 (7/09) The Archetype® Modern architecture often integrates curvilinear, rectilinear, classical, and neoclassical styles into a single structure. The eclectic shape of The Archetype readily adapts to and universally complements contemporary architectural design. Lighting performance, materials, robust construction, and the latest technology combine to make The Archetype the state-of-the-art luminaire for outdoor cutoff lighting. The AR (Large Archetype) is available in HID lamp modes up to 400 watts. The SAR (Small Archetype) has been scaled to complement the larger model at lower mounting heights. Available up to 175 watts, the smaller model is ideal for pathways and courtyards where fixtures are nearer human scale. When used together, the large and small Archetype provide a logical transition from parking lot to building entrance by decreasing luminaire scale and maintaining a consistent design. arecheetype (dr'ke tip') 1: an original pattern or model of which other things are copies. 2: first molded as a pattern, exemplary. A 0 14 . L IV *4 COW TTW. Ul -lab Monn I I I kr,l( 'i 7 Kim Lighting's Theory of Relativity The Relationship of Outdoor Lighting to Site and Architecture AR The Large Archetype® I: 4.. n � � r SAR The Small Archetype® LTV LightvauV qs O'St ah�e � togrchi <U`77 . Ole O re �es�9n and eCreaSeS, L St1�/e remain co 4ry��haire nstant to un� hej9ht ah d AR the l�ghk7 5c SCate A/so heme SL Site Lightforms SITE / ROADWAY ZONE PEDESTRIAN ZONE Parking lots and roadways require luminaires on 20' - 40' poles to efficiently light these As you leave the parking lot and transition to large areas. Therefore, this lighting becomes dominant and sets the design and style pedestrian areas, poles should decrease in for all other lighting as you progress towards the building. height to 10' - 16'. In addition, luminaires should decrease in scale, and can have more decorative features to be appreciated at the pedestrian level. 8 MM LIGHTING AFL Architectural Floodlight WF Wall Forms® SW Site Wallforms KIM LIGHTING'S THEORY OF RELATIVITY The purpose of this guideline is to bring a cohesive look to outdoor lighting, maximizing lighting efficiency while preserving the architectural experience. Simply stated, the Kim Theory of Relativity says "Poles belong in parking lots. And, once you leave the parking lot, the outdoor lighting should become less and less conspicuous until it becomes an integral part of the architecture." In addition, the luminaire style and geometry should remain consistent. If this guideline is utilized, the outdoor lighting will enhance the site and architecture, bringing unity to the outdoor lighting scheme. WD Wall Director® LANDSCAPE / PATH ZONE BUILDING / PERIMETER ZONE Near the building, luminaires should begin No pole mounted luminaires should ever be used near the building, as they will to disappear, blending into the landscape dominate the architecture. The only exception would be the use of decorative and hardscape elements. luminaires to delineate entrances to the structure. Building mounted, architecturally compatible fixtures should be almost invisible. KUM LIGHTING Design Logic Architectural Relevance Architecture controls the design of an architectural luminaire. Today's architecture is eclectic, combining square, round and neoclassic shapes into a single structure. The Archetype" is designed to reflect eclectic form and outwardly express function. This variety and purpose has been beautifully sculptured into a unified luminaire design that makes a strong statement of both aesthetics and engineering. The Archetype's eclectic form is evident in these three views. From the side, its function is clearly stated. The bottom view is rectilinear while the section is a simple half cylinder. All elements combine to create a unified sculptural form that will integrate with virtually any architectural environment. IM: Front View 7 1111111111111 IL;; Side View -I❑■I Bottom View The Archetype's slanted nose, undercut ballast compartment and oval arm combine to balance its directional nature and form. Round poles provide the The Archetype's directional form is further influenced by its optimum complementary shape optics. A downward and outward light throw is expressed by to the Archetype. corresponding fixture shape. 4 NUM LIGHTING Aerodynamic Shape Luminaire shape is the single most important factor in determining pole size. Because poles are often more expensive than luminaires, a reduction in pole size can produce significant savings in overall cost. Fixture weight has little influence on pole size; because wind loading produces the greatest lateral force. The aerodynamic shape of the Archetype generates far less wind loading than a "shoebox" luminaire, thereby permitting lighter poles to be used. The aerodynamic shape also improves the effectiveness of the cooling ribs. Integrated Cooling The die-cast housing is a homogeneous body in which every feature has a functional purpose. HID lamps produce heat, yet are operated by temperature - sensitive electrical components. Because of its compact size, new methods of controlling heat were required for the Archetype. A combination of cooling ribs and a solid barrier wall are employed to control operating temperatures for maximum component life. AR Model 80 m.p.h. wind force: 32.7 ft-lb Coefficient of drag:.70 E.P.A.: 1.2 A Shoebox with same overall dimensions 80 m.p.h. wind force: 56.3 ft4b Coefficient of drag: 1.2 E.P.A.:2.0 Primary heat source A 400 watt lamp produces bulb temperatures as high as 400°C. Cooling ribs double surface area, providing rapid heat dissipation. Heat is efficiently radiated from the fixture top and carried away by airflow over the An extra -thick barrier wall separates the optical chamber from the electrical compartment. The optical chamber is totally sealed. Secondary heat source The ballast produces heat while adjacent capacitor and ignitor components must operate below 90°C. The electrical compartment also ventilates through the mounting arm. SUM LIGHTING As Horizontal Lamp See the Kim Site / Roadway Optical Systems Catalog for complete details and explanation of optical system features. Horizontal Lamp Available in Type II, Type III, Type IV, and Type V Square distributions. This flat lens system provides maximum cutoff control and very good uniformity. Sealed optics and performance die-cast reflector technology allow this horizontal lamp optical system to maximize lamp output. An optional houseside shield is available for Types II, III, and IV distributions. Horizontal - u :•„ Lamp - ` Flat Lens � Full Cutoff Optics e�) o) O Type II Type III Type IV Type V An optional convex lens offers increased lens presence, a subtle improvement in uniformity and increased effectiveness of houseside shielding. Optional Convex Lens Cutoff Optics Full Cutoff The Archetype® utilizes a horizontal lamp orientation with a flat glass lens to produce full cutoff with zero light above 901 horizontal. In addition, the reflector system has been carefully engineered to provide maximum pole spacing with outstanding visual uniformity. The primary reflector panels are highly specular to achieve precise lamp arc reflections toward the proper areas on the ground. Excessive straight -down illumination is avoided by the elimination of downward reflecting surfaces. A. High -angle maximum candlepower and sharp cutoff are produced by the smooth specular side panels. B. A specular peened upper reflector spreads light into the mid -range, gradually increasing the intensity toward higher angles while avoiding any low -angle reflections. C. At low angles, bare lamp illumination is more than adequate. The elimination of downward reflecting surfaces greatly increases uniformity. The Archetype° is StarView" Compliant The term "full cutoff" as applied to a down facing fixture means that no portion of the luminaire's optical system is visible above horizontal. The Archetype° utilizes a horizontal lamp orientation and a standard flat clear glass lens to achieve full cutoff IES designation. The distribution of light is handled entirely by a precision reflector system engineered for maximum fixture spacing with outstanding uniformity. All four of the Archetype's configurations meet StarView full cutoff requirements. 1. Typical horizontal lamp luminaires produce excessive straight - down illumination in relation to the side throw. This causes poor uniformity. 2. The Archetype's reflectors have reduced straight -down illumination with increased side throw. This produces excellent pole spacing and uniformity. Kim Lighting's StarView products are designated for luminaires that meet IES full cutoff requirements for use where light pollution or light trespass may be a concern and to promote the enjoyment of celestial visibility at night. Star View. compliant 6 BUM LIGHTING pi IlLlmlllllilltlf: -_- Optical System Features Rotatable Optics All Archetype® reflectors are field rotatable in 90° increments. This allows design flexibility in producing very high illumination levels for special applications or for maintaining a consistent fixture orientation throughout the site. Each reflector is labeled to show the orientation of the light pattern and can be field adjusted. � ' Rotatable reflectors allow design flexibility to maintain a consistent fixture orientation throughout the site. For applications requiring high light levels, such as tennis courts, and automobile dealerships, reflectors can be aimed in parallel to double illumination levels. Totally Sealed Optics Kim optical systems stay clean for two reasons. First, only one-piece silicone gaskets are used, which have high memory retentive qualities and very low outgassing. Second, the optical chamber is completely sealed from all moisture, air and insect entry both externally and internally. f� 0 Moisture, air and insect barrier. 8 BUM LIGHTING Four Light Distributions Site configuration determines the combination of light distributions required to efficiently illuminate desired areas. Twenty-five years of cutoff lighting experience has proven that four light distributions satisfy any site requirement, from parking lots to courtyards. The Archetype* is available in four highly efficient light patterns, combined with seven mounting arrangements and rotatable optics for incredible versatility. In addition, houseside shields are available for locations where control of spill light onto adjacent property is a concern. See page 17. -- a• _ _ Seven Mounting Arrangements � —0 %,No Seven mounting configurations are available using one to four fixtures per pole, plus single wall mounting. Type II Type III Type IV Type V Forward Throw Square Houseside shields available on Types 11, III, and IV distributions only. KIM LIGHTING 10 Mechanical Features Die -Cast Aluminum Components The Archetype° housing, reflector and door frame are die-cast, low copper (<0.6% Cu) aluminum alloy for precision and repeatability. The housing is reinforced at the arm connection, and cooling ribs are integral with the top surface. This feature substantially reduces the operating temperatures of heat -sensitive electrical components. The rigid door frame provides dependable sealing of the optical chamber through uniform gasket pressure. Cooling ribs double the top surface area, allowing rapid dissipation of internal heat through the fixture top. Kim poles have cast aluminum caps, flush mounted by a single top screw which activates an internal grip. No fasteners appear on the pole sides. See the Poles catalog for more detail on Kim's full range of steel and aluminum poles. .-. Durable Powder Coat Finish Kim's state-of-the-art powder coat paint system is engineered to provide the highest quality finish with absolute paint adhesion under weather extremes. The Super TGIC thermoset polyester powder coat finish is applied over a titanated zirconium conversion coating. This finish system exceeds the A.S.T.M. 1000 hour salt spray test, enduring over 2500 hours without failure. Eight Stage Finish 1. Power wash and degrease. 5. Clear water rinse bath. 2. Detergent tank bath. 6. Dry off oven. 3. Clear water rinse bath. 7. Powder coating, 2.5 mil 4. Premium titanated zirconinum nominal thickness. conversion coating as used in 8. Bake for 20 minutes at the automobile industry. 410°F. Standard Super TGIC Colors Aluminum BL Black Titanated DB Dark Bronze Zirconium LG Light Gray Conversion Coating PS Platinum Silver Powder Coat WH White Single latch closure of the Archetype* is made possible by the rigid die-cast construction of the lens frame. The latch is beautifully integrated into the die-cast housing with flush surfaces and articulated joints. All associated hardware is stainless steel. 10 SUM LIGHTING Standard Arm Mount Installation Extruded arm Arm Mount Installations utilize a draw -bolt system concealed within the arm's internal centering guides. Easy wrench access through housing Optional Vertical Slipfitter Installation Extruded arm Vertical Slipfitter Installations utilize a slipfitter adapter to which the ® fixture arm is bolted. Adapter slipfits tenon and is held in place by four \ set screws. One set screw is drilled into the tenon to eliminate rotation. Draw bolts — Easy wrench access Slipfitter adapter through housing Tenon top pole Optional Horizontal Slipfitter Installation Horizontal Slipfitter Installations utilize Slipfitter adapter a slipfitter adapter to which the fixture housing is bolted. Adapter slipfits and clamps to horizontal arm. One set screw is drilled into the arm to prevent fixture rotation Horizontal arm � Easy wrench access through housing Optional Wall Mount Installation See page 16 for details. Installation and Maintenance Easy Installation The Archetype° arm connection is both clean and strong, utilizing an internal draw -bolt system. Inside the pole top, a reinforcing plate receives the draw -bolts. A strain relief is provided for securing the field wires. The one-piece arm extrusion has internal bolt guides which position the arm during mounting. Final securing is accomplished inside the fixture using a socket wrench. Ample access is provided because the ballast module and lens frame snap out. a� Lens frame utilizes stainless steel hinge pins and hanger hooks for no -tool mounting. No -Tool Maintenance To reduce expensive lift -truck rental time, relamping is quickly accomplished without tools. The lens frame is opened by one latch located at the front of the housing. The entire electrical module snaps out without tools, and includes quick -disconnect plugs on all wiring. A spare module can be quickly inserted to eliminate downtime, while the old module is repaired and stored for future use. The lens frame is also removable without tools, providing easy lens replacement in the unusual event that breakage occurs. For additional safety during relamping, the door frame is prevented from lifting out of its hinges when hanging in the normal down position. BUM LIGHTING 11 Ordering Information The Archetype' Ordering Example: For Standard Fixture and Pole AR Mogul Base 150 to 400 Watt Mounting Fixture Electrical Module Finish Options F- Pole VSF Option 2B / AR3 / 250HPS277 / WH-P / A-25 / PSA16.4125B / WH-P / VSF-2B 4 5-12 13 14 See separate Kim Pole Catalog. Omit for 1W Wall Mount. Mounting: 3Y configuration ation is available Plan View: + Wall Mount for round poles only. EPA: 1.2 2.4 2.0 3.2 3.2 3.9 n/a Cat. No.: 1A 2B 2L 3T 3Y 4C 1W 2 Fixture: Horizontal Lamp Cat. No. designates AR fixture and light distribution. — �•� f �� i See the Kim Site/Roadway f \ Optical Systems Catalog for Flat Lens detailed information on reflector design and application. Light Distribution: Type II Type III Type IV Type V Forward Throw Square Full Cutoff Full Cutoff Full Cutoff Full Cutoff Cat. No.. AR2 AR3 AR4 AR5 3 Electrical Module: High Pressure Sodium HPS = High Pressure Sodium 150HPS120 250HPS120 400HPS120 KND KimNOW1 Available Configurations: 150HPS208 250HPS208 400HPS208 KN-AR31250PMH/DB',KN-AR3140011`1101WO ', MH = Metal Halide 150HPS240 250HPS240 400HPS240 KN-AR5I250PMH/DB*,KN-AR5/400PMH/DB► PMH = Pulse Start 150HPS277 250HPS277 400HPS277 Accessories: KN-AR/HS, KN-VSF-IA/DB, Metal Halide 150HPS347 250HPS347 400HPS347 KN-VSF-2BIDB, KN-IW/AR/DS 9� 150HPSUO 251HPS480 400HP3480 Pulse Start Metal Halide •Multl-tapWin, 1I20,208,240,or211voltsl 25OPMH120 32OPMH120 35OPMH120 40OPMH120 25OPMH2O8 32OPMH2O8 35OPMH2O8 40OPMH2O8 Lamp Lamp Line 25OPMH240 32OPMH240 35OPMH240 40OPMH240 Watts Type Volts 25OPMH277 320PMH277 35OPMH277 40OPMH277 25OPMH347 320PMH347 35OPMH347 40OPMH347 400 HIPS 277 25OPMH480 320PMH480 35OPMH480 40OPMH480 NOTE: Due to the Energy Independence and Security Act (EISA) of 2007, Kim Lighting can no longer supply probe start metal halide ballasts with its luminaires, effective January 1, 2009. Contact Kim Lighting for availability of replacement ballasts for warranty service claims. (Visit www.aboutightingeontrols.org or the Library of Congress website for more details). 4 Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors' Super TGIC powder coat paint Cat. No.: BL DB LG Ps WH CC over titanated zirconium conversion coating. 'Consult representative for custom colors. 5 Optional Photocell Receptacle: Receptacle Mounting Configuration 1A S SE , or 1W 2B Receptacle provided for NEMA s — Fixture with Photocell Receptacle s s �J$ � $ 5 base photocells (by others). S — slave unit(s) 2L 3Ts 3Y S 4C 4C Cat. No.: A-25 Allowable Wattage per fixture: 150-400W 150-25OW 40OW 1Z EOM LIGHTING 6 Optional Convex Glass Cat. No.: CGL Tempered convex glass lens replaces standard flat lens. Lens: Convex Lens Optics become cutoff. 7 Optional Polycarbonate Cat. No.: LS Polycarbonate Lens replaces standard tempered glass lens. Lens: 250 Watt Maximum. May be used with 400HPS in outdoor locations were ambient air temperature during fixture operation will not exceed 85°F. Polycarbonate Lens See "CAUTION" on page 17. 8 Optional Houseside Cat. No.: HS Recommended for use with clear lamps only. Effectiveness is Shield: reduced for coated lamps. Not for use with Type V light HS for distributions. flat lens _��] Cat. No.: 6q HSC For use with all fixtures with convex glass lens. Not for use with HSC for Type V light distributions. convex lens or polycarbonate lens 9 Optional Tamper- Tamper -Resistant Cat. No.: TL Standard die-cast latch is provided with a captive 10-32 stainless Resistant Latch: Latch steel flat socket -head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons. 10 Optional Support Arm: NOTE: Refer to Kim LCata Architectural Arms Catalog Arm Cat. No.: AA01 �VI AA03 AA05 AA07' AA09 AA11 mow„ for complete details. Optional wJl Optional Support Arm cannot Mounting: Support Swept Arm: Swept Upsweep Upsweep Uplift Adjustable Uplift Adjustable be used with 912 Pole Mounted Solid Arm Hollow Arm Solid Arm Hollow Arm Aluminum Arm Stainless Steel Arm 1A EPA for 1.4 1.1 1.7 1.2 1.9 1.9 Structural Option. 'Same as standard arm 2B 2L fixture 2.8 and arm: 2.2 2.2 3.4 2.4 3.8 3.8 1.9 2.5 2.0 2.7 2.7 3T 3.6 3.0 4.2 3.2 4.6 4.6 3Y 3.6 3.0 4.2 3.2 4.6 4.6 4C 4.3 3.7 4.9 3.9 5.3 5.3 11 Optional Horizontal Cat. No.: HSF Replaces standard mounting arm with a slipfitter for mounting Slipfitter Mount: to a horizontal pole davit -arm with 2' pipe -size mounting end Slipfitter (2%' O.D.). 12 Special Options for Cat. No.. TB Terminal Block located inside the fixture electrical compartment. Street Lighting: Cat. No.'. AF Air Filter to allow ventilation through the optical chamber. 13 Poles: See Kim Pole Catalog for a complete selection of square and round poles in aluminum or steel. 14 Optional Vertical Slipfitter Mounts: Cat. No. VSF-1A VSF-2B VSF-2L VSF-3T Round VSF-3Y VSF-4C Cat. No Mounting Configuration SVSF-1A 1A - Single arm mount SVSF-2B 2B - 2 at 1801 SVSF-2L 2L - 2 at 901 SVSF-3T 3T - 3 at 90' Square 3Y - 3 at 120' SVSF-4C 4C 4 at 901 Allows standard fixture and arm to be mounted to poles having a 2' pipe -size tenon (23/s' O.D. x 41/z min. length). KIM LIGHTING 123 Ordering Information The Small Archetype' SAR Medium Base 70 to 175 Watt Ordering Example: Mounting Fixture Electrical Module Finish Options I— Pole VSF Option For Standard Fixture and Pole 1SA / SAR2 /175MH120 / BL-P / A-30 / PSA16-4125SA / BL-P / VSF-1SA 1 2 3 5-12 13 14 See separate Kim Pole Catalog. Omit for 1 W Wall Mount. 1 Mounting: 3SY configuration is available Plan View: 11111F' �� + Wall � Mount for round poles only. EPA: 0.7 1.4 1.2 1.9 1.9 2.5 n!a Cat. No. 1SA 2SB 2SL 3ST 3SY 4SC 1W 2 Fixture: Horizontal Lamp Cat. No. designates SAR fixture and light distribution. See the Kim Site/Roadway Flat Lens Optical Systems Catalog for detailed information on reflector design and application. Light Distribution: Type II Type III Type IV Type V Forward Throw Square Full Cutoff Full Cutoff Full Cutoff Full Cutoff Cat. No.: SAR2 SAR3 SAR4 SAR5 3 Electrical Module: High Pressure Sodium HPS = High Pressure Sodium 70HPS120 100HPS120 150HPS120 9DINKimOWI Available Configurations: MH = Metal Halide 70HPS208 100HPS208 150HPS208 KN-SA"IOOPMHMS*,KNSARSIIOOPMH/DB*, 70HPS240 100HPS240 150HPS240 KNSAR3/ISOPMHI08•,KNSARS/ISOPMH/DB' 70HPS277 100HPS277 I WHPS277 Accessories: 70HPS347 100HPS347 150HPS347 KN-SAR/HS, KN-I W/SAR/DB MuM-tap ballast (120, 208. 2N0, or :77 volts) Pulse Start Metal Halide 70PMH120 100PMH120 15OPMH120 Lamp Lamp Line 70PMH2O8 100PMH2O8 15OPMH2O8 Watts Type Volts 70PMH240 100PMH240 150PMH240 150 HPS 120 70PMH277 100PMH277 15OPMH277 70PMH347 100PMH347 150PMH347 NOTE: Due to the Energy Independence and Security Act (EISA) of 2007, Kim Lighting can no longer supply probe start metal halide ballasts with its luminaires, effective January 1, 2009. Contact Kim Lighting for availability of replacement ballasts for warranty service claims. (Visit www.aboutiightingcontrols.org or the Library of Congress website for more details). 4 Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors' Super TGIC powder coat Cat. No.: BL DB LG PS WH CC paint over titanated zirconium conversion coating. 'Consult representative for custom colors. 5 Optional Photocell Control: Not available for 1 W Wall Mount. Cat. No. and A30 120V Mounting Configuration Line Volts: A31 208V s ■- gHs A3240V A33 277V s -Fixture with Photocell Sensor iSA 2SB2 $ $ ° A35 347V S - slave unit(s) `ems �5 Photocell Sensor 2SL 3ST, 3SY 9 4SC No fixture wattage limit. 74 ROM LIGHTING 6 Optional Convex Glass Cat. No.. CGL Tempered convex glass lens replaces standard flat lens. Lens:17�1_ 1 Optics become cutoff. Convex Lens 7 Optional Polycarbonate Cat. No.: LS Polycarbonate Lens replaces standard tempered glass lens. Lens: 71-1 Polycarbonate Lens See "CAUTION" on page 17. 8 Optional Houseside Cat. No. HS Recommended for use with clear lamps only. Effectiveness is Shield: reduced for coated lamps. Not for use with Type V light HS for distributions. flat lens Cat. No.: HSC For use with all fixtures with convex glass lens. Not for use with HSC for Type V light distributions. convex lens or polycarbonate lens 9 Optional Tamper- Tamper -Resistant Cat. No.: TL Standard die-cast latch is provided with a captive 10-32 stainless Resistant Latch: Latch steel flat socket -head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons. 10 Optional Support Arm: NOTE: Refer to Kim Catalog Architectural Arms Catlog alog Arm Cat. No.. AA02 AA04' AA06 AA08 AA10 AA12 j"\ i"\ for complete details. Optional Optional Support Arm cannot Mounting: Support Arm: Swept Swept upsweep Upsweep Uplift Adjustable Uplift Adjustable be used with 012 Pole Mounted Solid Arm Hollow Arm Sohd Arm Hollow Arm Aluminum Arm Stainless Steel Arm 1A EPA for 0.8 0.7 1.0 0.8 12 1.2 Structural Option. 'Same as standard arm 2B 2L fixture and arm: 1.6 1.4 1.3 1.2 2.0 16 2.4 2.4 1.5 1.3 1.7 1.7 3T 2.1 1.9 2.5 2.1 2.9 2.9 3Y 2.1 1.9 2.5 2.1 2.9 2.9 4C 2.7 2.5 3.0 2.7 3.5 3.5 11 Optional Horizontal Cat. No.: HSF Replaces standard mounting arm with a slipfitter for mounting Siipfitter Mount: I to a horizontal pole davit -arm with 2' pipe -size mounting end SlipfitterJ (2W O.D.). 12 Special Options for Cat. No.: AF Air Filter to allow ventilation through the optical chamber. Street Lighting: 13 Poles: See Kim Pole Catalog for a complete selection of square and round poles in aluminum or steel. 14 Optional Vertical Cat. No. Cat. No Mounting Configuration Allows standard fixture and arm Slipfitter Mounts: VSF-1SA SVSF-1SA 1SA - Single arm mount to be mounted to poles having a VSF-2SB SVSF-2SB -oilSVSF-2SL 2SB - 2 at 180' 2' pipe -size tenon (23/e O.D. x 41W VSF-2SL 2SL - 2 at 90° min. length). VSF-3ST - Round VSF-3SY Square VSF-4SC SVSF-3ST 3ST - 3 at 90° 3SY - 3 at 120° SVSF-4SC 4SC - 4 at 90° NUM LIGHTING 18 Luminaire Specifications AR and SAR Models Dimensions AR Model 150 to 400 watt Mogul Base Lamps (203.2 mm) I221/Y— (152mm) 0 � T.44 (571.571.5 m mm) I� r 2- (406.46mm) (50.8 mm) Arm cross-section _ 8" =2 mm) Maximum Fixture weight (400HPS) = 45 lb SAR Model 70 to 175 watt Medium Base Lamps 6 (1524 mm) (1 0" 17'/6") (435.0 mm) 13/4' IQ 12" (445rt N —h- 4'/4' (304.8 mm) (10a0mm) Arm L cross-section Maximum Fixture weight (150HPS) = 25 lb Optional Wall Mounts 4'/4 ..' / 10'/4' O 'I (260.4 mm) 53/i6" (131.8 mm) AR wall mount using wall embedment bracket - J-box in wall (by others) o " 43/4 ? : q (120.7 mm) sIs A •s1� SAR wall mount using adapter plate - 3" or 4' J-box (by others) Housing: One-piece, die-cast low copper (<0.6% Cu) aluminum alloy with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double -thick wall with gussets on the support -arm mounting end. For the large AR model, housing forms a half cylinder with 550 front face plane providing a recess to allow a flush single -latch detail. For the small SAR model, housing forms a half cylinder with 580 front face plane providing a recess to allow a flush single -latch detail. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One-piece, die-cast low copper (<0.6% Cu) aluminum alloy lens frame with 1" minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and removal from housing. Single die-cast aluminum cam -latch provides positive locking and sealing of the optical chamber by a one-piece extruded and vulcanized silicone gasket. Clear 3/16'thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak® optical segments are rigidly mounted within a one-piece, die-cast low copper (<0.6% Cu) aluminum alloy enclosure that attaches to the housing as a one-piece module. Reflector module is field rotatable in 900 increments. AR model HIPS and PMH sockets are porcelain 4KV pulse rated mogul base, MH sockets are porcelain mogul base, pin -oriented, with molded silicone lamp stabilizer. SAR model MH and HIPS sockets are porcelain 4KV pulse rated medium base. All reflector modules are factory prewired with quick -disconnect plug and include silicone seal at the penetration of the internal barrier wall in the luminaire housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Electrical module attaches to housing with no -tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -200F. starting. Support Arm: One-piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pole. Optional Wall Mounting: Large AR model mounted to poured concrete walls only. A modified support arm is provided with side access to allow field splices within the arm. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wall -embedded junction box. All wall mount components are finished to match the fixture. Small SAR model mounts to 3" or 4' junction boxes by a cast aluminum adapter plate with fixture mounting bolts. NOTE: Junction box in wall must provide adequate fixture support. See NEC sections 370-13, 17 and 410-14, 16. Quick -disconnect plug and wiring are provided to allow field connections prior to SAR fixture mounting. Finish/color: Finish is Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a titanated zirconium conversion coating; A.S.T.M. 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, state, and/or local codes. Failure to do so may result in serious personal injury. Listings and Ratings UL cUL 1598 4G Vibration' 25C Ambient IP66 Rated CE ISO 9001:2000 Full-Cutofil with flat glass lens; Cutoff' with convex glass lens 16 BUM LIGHTING '5K Cycle Tested 'Dark Sky Legislation Compliant Option Specifications See pages 12-15 for complete ordering information Photocell Control: Large AR model supplied with a fully gasketed receptacle above the electrical compartment for NEMA base photocell (by others). For all multiple -fixture pole mountings with two or three fixtures, one fixture has a receptacle to operate the others. Four fixtures (250 watt or less) also require one fixture with a receptacle. Four fixtures (400 watt) require two fixtures with receptacles. Small SAR model supplied with an internal photocell with the sensor on the fixture end facing the pole. For multiple -fixture pole mountings, one fixture has a photocell to operate the others. Not available for SAR if wall mounted (1 W). AR photocell receptacle NEMA base photocell (by others) SAR photocell sensor For pole mounted fixtures only O .sr � Convex Glass Lens (CGL): The 3/16' thick clear convex tempered glass lens replaces the standard flat glass lens. Provides increased lens AR = 21/2' (63.5 mm) presence and provides a subtle improvement in uniformity where pole SAR = 13/4' (44.5mm)Z r27spacing is extreme. Increases effectiveness of houseside shielding. Convex Glass Lens Polycarbonate Lens (LS): One-piece vacuum formed, clear, UV stabilized convex polycarbonate, fully gasketed, replacing the standard tempered glass lens. 250 watt maximum in AR model. AR model may be used with 400 watt HPS in outdoor locations where Polycarbonate Lens ambient air temperature during fixture operation will not exceed 85°F. AR = 4' (1o1.6 mm7 CAUTION. Use only when vandalism is anticipated to be high. Useful SAR = 3' (76.2 mm) life is limited by UV discoloration from sunlight and metal halide lamps. Houseside Shield (HS/HSC): Types II, III, and IV only. Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass streetside light and block houseside light, and a blackened panel added to the reflector to reduce houseside reflections. Fixtures with the optional convex glass lens are available with a formed aluminum shield that passes streetside light and blocks houseside light, and a black anodized panel added to the reflector to V reduce houseside reflections. Use with clear lamps only, as coated Houseside Shield for Houseside Shield for lamps reduce effectiveness. flat lens convex lens or polycarbonate lens Tamper -Resistant Latch (TL): Standard die-cast latch is provided with a captive 10-32 stainless steel flat socket -head screw to prevent Tamper -Resistant unauthorized opening. Required only for vandal protection in locations Latch where fixtures can be reached by unauthorized persons. Horizontal Slipfitter Mount (HSF): Replaces standard mounting arm Horizontal Slipfitter Mount with a slipfitter which allows AR or SAR model to be mounted to a horizontal pole davit -arm with 2' pipe -size mounting end (23/6' O.D.). Cast aluminum clamp -type slipfitter with set screw anti -rotation lock. Bolts to housing from inside the electrical compartment using Davit -arm with 2' mounting holes for the standard support arm. Davit -arm must be field pipe -size fixture mount drilled at a set screw location to insure against fixture rotation. Finished (by others) to match fixture and arm. Special Options for Street Lighting Air Filter (AF): Allows for ventilation through the optical chamber, filtering all air particles above 500 microns. Mufti -layer disc assembly mounted on solid wall between optical compartment and latch cavity. Terminal Block (TB): (For field wire connections in AR model only.) 85AMP, 600V box clamp terminal block mounted to the housing inside the electrical compartment. Accepts #14-4 wire. Factory prewired to electrical module quick -disconnect plug. Vertical Slipfitter Mounts (VSF/SVSF): Allows AR or SAR model with standard support arm to be mounted to poles having a 2' pipe -size tenon (2%' O.D. x 41/2' min. length). All mounting Detail configurations can be used (AR: 1A, 2B, 2L, 3T, 3Y, 4C or SAR: Stainless 1SA, 2SB, 2SL, 3ST, 3SY, 4SC). 4' square or round die-cast steel aluminum with flush cap, secured by four 3/6" stainless steel set point Pole with 2' — set screws — allen screws, finished to match fixture and arm. NOTE: 3Y and 3SY pipe -size tenon only available on round slipfitter. (by others) Round Square BUM LIGHTING 17 A�l F � 0 M ffi� IMMLI-.J- I awl Irk Alm IMELZ Proportion Guide 70 to 400 Watt / 10' to 30' Po I es This proportion diagram is intended to help visualize and AR Models: select the best Archetype® system to satisfy aesthetic 150 to 400 Waft 28' requirements. Remember, the pole height also affects 20' to 30' poles performance; the higher the fixture is mounted, the greater the light throw. If poles are mounted on coancrete pedestals such as in parking lots, the height of the pedestal must be 26' considered in selecting the pole height. 24' 22' 20' 18' SAR Models: 70 to 175 Watt q gI 10' to 16' poles 14' 12' 2' 6� BUM LIGHTING 19 Lamp and Electrical Guide Lamp HIGH PRESSURE SODIUM E j y`-°c QMH m� J� a E SJ m c E Oa mu OCR ra VJQ xo �Q 70HPS ED-17 Clear Medium Base (SAR only) 70 S-62 24000+ 6300 120 0.81 1.45 0.75 1.45 208 0.47 0.85 0.45 0.85 240 0.40 0.75 0.37 0.75 277 0.35 0.65 0.35 0.65 347 0.30 0.55 1 0.30 0.55 100HPS ED-17 Clear Medium Base (SAR only) 100 S-54 24000+ 9500 120 1.15 2.20 1.30 2.20 208 0.67 1.25 0.75 1.25 240 0.58 1.10 0.65 1.10 277 0.50 0.85 0.60 0.85 347 0.39 0.70 0.45 0.70 150HPS E-231/2 Clear Mogul Base (AR only) ED-17 Clear Medium Base (SAR only) 150 S-55 24000+ 16000 120 1.65 2.80 2.00 2.80 208 0.95 1.60 1.15 1.60 240 0.83 1.40 1.00 1.40 277 0.72 1.25 0.85 1.25 347 0.56 0.92 0.52 0.92 480 0.42 0.70 0.50 0.70 250HPS E-18 Clear Mogul Base (AR only) 250 S-50 24000+ 28500 120 2.50 1.70 1.65 2.50 208 1.50 1.00 0.95 1.50 240 1.30 0.85 0.80 1.30 277 1.10 0.75 0.70 1.10 347 0.93 0.70 0.60 0.93 480 0.63 0.45 0.40 0.63 400HPS E-18 Clear Mogul Base (AR only) METAL HALIDE 400 S-51 24000+ 50000 120 3.80 2.00 3.30 3.80 208 2.20 1.20 1.80 2.20 240 1.90 0.95 1.50 1.90 277 1.70 0.85 1.40 1.70 347 1.32 0.70 1.00 1.32 480 0.97 0.55 0.75 0.97 70MH ED-17 Coated Medium Base (SAR only) 70 M-98 10000+ 5700 120 .80 1.90 .55 -1 1.90 208 .46 1.00 .30 1.00 240 .40 .90 .25 .90 277 .35 .80 .25 .80 347 .28 .65 .20 .65 100MH ED-17 Coated Medium Base (SAR only) 100 M-90 12000+ 8500 120 1.15 2.30 1.20 2.30 208 0.66 1.40 0.80 1.40 240 0.58 1.15 0.65 1.15 277 0.50 1.00 0.60 1.00 347 0.40 1.00 0.40 1.00 150MH ED-17 Coated Medium Base (SAR only) 150 M-102 10000+ 12000 120 1.60 3.65 1.75 3.65 208 1.00 2.10 1.30 2.10 240 0.80 1.80 0.85 1.80 277 0.70 1.58 0.77 1.58 347 0.55 1.25 0.65 1.25 175MH BT-28 or ED-28 Clear Mogul Base (AR only) ED-17 Clear Medium Base (SAR only) 175 M-57 10000+ 15000 120 1.95 1.6 1.90 1.95 208 1.15 1.00 1 12 1.15 240 0.98 0.82 0.94 0.98 277 0.85 0.72 0.80 0.85 347 0.65 0.70 0.50 0.70 480 0.45 0.45 0.35 0.45 250MH BT-28 or ED-28 Clear Mogul Base (AR only) 250 M-58 10000+ 23000 120 2.65 2.50 1.88 2.65 208 1.50 1.58 1.15 1.58 240 1.30 1.25 0.95 1.30 277 1.13 1.10 0.86 1.13 347 0.95 1.05 0.50 1.05 480 0.65 0.65 0.30 0.65 SO EOM LIGHTING Lamp HALIDEMETAL • CL E J� y`��°a QmF- J= 10E CJ o� Oa OCR Ca fnQ Ka 40OMH ED-28 Clear Mogul Base (AR only) PULSE START METAL ■ 400 M-59 20000+ 40000 120 3.94 3.20 2.50 3.94 208 2.20 1.80 1.40 2.20 240 1.93 1.60 1.20 1.93 277 1.69 1.50 1.00 1.69 347 1.40 1.05 1.20 1.40 480 1.00 0.75 0.90 1.00 25OPMH ED-28 Clear Mogul Base (AR only) 250 M-138 11000+ 23600 120 2.50 1.40 1.90 2.50 208 1.45 0.80 1 10 1.45 240 1.25 0.70 0.96 1.25 277 1.10 0.65 0.85 1.10 347 0.98 0.75 0.45 0.98 480 0.62 0.62 0.32 0.62 40OPMH ED-28 Clear Mogul Base (AR only) 400 M-135 15000+ 40000 120 3.80 2.20 2.85 3.80 208 2.20 1.50 1.65 2.20 240 1.90 1.10 1.45 1.90 277 1.65 0.95 1.25 1.65 347 1.35 0.75 1.10 1.35 480 1.00 0.60 0.75 1.00 ' All initial lumen values shown may vary, from one manufacturer to another. Consult lamp manufacturer's data for exact lumen and life data. 'Data provided is extracted from Venture Uni-Form product information. NOTE: For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. WARNING: Fixtures must be grounded in accordance with national, state, and/or local codes. Failure to do so may result in serious personal injury. Lamps by others. Application Engineering Services �^ _ �: a R... Tirs�� - �e't.>�:lT Yew,• `- �..-_ .. �.. .. _ Jv - fSl:f-'i>�-8'+_t� Applications Assistance Kim Lighting utilizes the latest computer technology and software to provide specifiers with reliable evaluations of lighting system performance. We can analyze a proposed luminaire layout or provide recommendations based on performance criteria. Electronic copies of plans can be sent directly to yyeager@hubbell-Itg.com. Hard copies can be sent by fax at 864-678-1743, or they can be mailed to Applications Dept, 701 Millennium Blvd, Greenville, SC 29607. Photometric Files Kim Lighting .ies format photometric files are available for use in lighting calculation software. The complete IES File Library is on the internet at www.kimlighting.com. BUM LIGHTING $7 Park Rules *� Park. hours are thirty (30) minutes prior to sunrise to thirty (30) minutes after sunset. ❖ Motorized vehicles are not permitted in the park. or on the trails. .**s Possession or consumption of alcohol prohibited. Pets must remain on a leash and under control. at all times. •®® It is the responsibility of the care giver to clean up after all pets. %% No littering, please utilize park trash receptacles. 1 �� TOWN OF Pr PE Prosper is a place where everyone matters. ADMINISTRATION Agenda Item No. 5d To: Mayor and Town Council From: Mike Land, Town Manager Re: Town Council Meeting — Tuesday October 12, 2010 Date: Friday October 8, 2010 Aaenda Item: Consider and act on a resolution endorsing a resolution by the City Council of the City of Weston regarding a previously approved Ultimate Boundary Agreement and Declaratory Judgment. Description of Agenda Item: Per the request of the City of Weston the Prosper Town Council is being requested to approve the attached resolution. The original boundary agreement was approved in 2001 between the cities of McKinney, Celina, Weston and the Town of Prosper. In 2004 there was a Declaratory Judgment which fixed and confirmed the common boundaries of these municipalities in conformance with the Ultimate Boundary Agreement. As a result of certain activities that have taken place in the City of Weston since the Declaratory Judgment, the City Secretary of the City of Weston contacted all of the municipalities participating in the Agreement and requested the attached resolution. Because the City of Weston apparently took an action that was apparently in conflict with the Ultimate Boundary Agreement and Declaratory Agreement in 2007, the current Council took action making the previous Council's action null and void, recognizing that the Council at that time did not have the authority to modify the boundaries in conflict with the Agreement and Judgment. This resolution has no impact on the Town of Prosper nor does it change or have the impact of changing any of our existing or future boundaries. Budget Impact: There is no fiscal impact as a result of the proposed Resolution. Legal Obligations and Review: NA Attached Documents: 1. Resolution endorsing a Resolution by the City Council of the City of Weston regarding a previously approved Ultimate Boundary Agreement. 2. A copy of the City of Weston's Resolution No. 2010-08-01 Ratifying and confirming the Ultimate Boundary Agreement and Declaratory Judgment dated April 20, 2004 between the Cities of Weston, Celina, McKinney and the Town of Prosper. Town Staff Recommendation: Town staff recommends that the Town Council approve the resolution endorsing a resolution by the City Council of the City of Weston regarding a previously approved Ultimate Boundary Agreement and Declaratory Judgment. Agenda Item No. 5d - Page 1 of 1 RESOLUTION NO. A RESOLUTION OF THE TOWN OF PROSPER, TEXAS, SUPPORTING, CONCURRING WITH AND ENDORSING A RESOLUTION ADOPTED BY THE CITY OF WESTON, TEXAS ON AUGUST 10, 2010; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the cities of Prosper, McKinney, Celina and Weston entered into an Ultimate Boundary Agreement in 2001 which fixed their ultimate common boundaries and their respective future annexations; and WHEREAS, on April 20, 2004, the District Court of Collin County, Texas, 199tn District, in Cause No. 199-00878-033, styled In Re: Collin County, Texas, Prosper, Texas, McKinney, Texas, Celina, Texas, and Weston, Texas, entered a declaratory judgment which fixed and confirmed the common boundaries of those cities; and WHEREAS, on August 10, 2010, the City of Weston adopted a Resolution rescinding certain actions taken in 2007 regarding a requested boundary adjustment between the City of Weston and the City of McKinney, a copy of which Resolution is attached hereto, marked "Exhibit A" and made a part hereof; and WHEREAS, the attached Resolution of the City of Weston also ratifies and confirms such Ultimate Boundary Agreement and declaratory judgment. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1. The Town of Prosper hereby supports, concurs with and fully endorses the attached resolution adopted by the City of Weston on August 10, 2010. SECTION 2. The Mayor of the Town of Prosper is directed to send copies of this Resolution to the Mayors of the cities of Weston, McKinney, and Celina. SECTION 3. This resolution shall be effective from and after its passage and adoption by the Town Council. RESOLVED AND ENTERED this the day of , 2010. ATTEST: Town Secretary TOWN OF PROSPER Mayor Sep 23 10 12:08p Leeann Oland 9723828409 p.4 RESOLUTION NO. 2010-08-01 A RESOLUTION OF THE CITY OF WESTON, TEXAS, RATIFYLYG AND CONFIRMING THE 2004 ULTIMATE BOUNDARY AGREEMENT BETWEEN THE CITIES OF WESTON, MCK[NTEY, CELINA AND PROSPER AND THE DECLARATORY JUDGMENT Ili CAUSE NO. 199-00878-03 IN THE DISTRICT COURT OF COLLIN COUNTY, TEXAS; DECLARING NULL AND VOID THE DECEMBER 11, 2007 ACTION OF THE WESTON CITY COUNCIL REGARDING A REQUEST FOR A BOUNDARY ADJUSTMENT WITH THE CITY OF MCKINNEY AND A REQUEST FOR THE RELEASE OF CERTAD� PROPERTY FROM THE CITY OF WESTON'S BOUNDARY AND EXTRATERRITORIAL JURISDICTION; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Weston, Texas is a Type A general -law municipality located in Collin County, created in accordance with the provisions of Chapter 6 of the Local Government Code and operating pursuant to the enabling legislation of the State of Texas; and. WHEREAS, in 2001 the cities of Celina, McKinney, Prosper and Weston entered into an Ultimate Boundary Agreement which fixed their ultimate common boundaries and their respective future annexations; and WHEREAS, on April 20, 2004, the District Court of Collin County, Texas, 199d, District, in cause No. 199-00878-03, styled In Re: Collin County, Texas, Celina, Texas, McKinney, Texas, Prosper, Texas, and 4eston, Texas, entered a declaratory judgment which fixed and confirmed the common boundaries of those cities; and WHEREAS, the declaratory judgment entered by the 190 District Court was not appealed and is a valid final judgment; and WHEREAS, on May 1, 2010, the then -Mayor of the City of Weston sent a letter to the City of McKinney, stating that on December 11, 2007, the Weston City Council had released Mr. Norman Gidney's property (I.D. #f 1054012 and 2121281) from the City of Weston's boundary and ETJ and had approved a boundary adjustment between the City of Weston and the City of McKinney: and WHEREAS, the City Council finds it necessary to clarify the effect of the City Council action on December 11, 2007 and the then -Mayor's letter of May 7, 2010. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WESTON, TEXAS THAT: C:1Weston City FileslResolutions12010 Resoluti0n$\R-2010-08-a 1 common boundary agreement.dor-Page 1 of 2 Sep 23 10 12:08p Leeann Oland 9723828409 p.5 SECTrON 1. The above recitals are true and con-ect and are made a part of this Resolution to the same extent as if copied in this Section SECTION 2. The City Council hereby ratifies and - confirms the 2001 Ultimate Boundary Agreement between the cities of Celina, McKinney, Prosper and. Weston, and the 2004 Declaratory Judgment of the District Court of Collin County, 199'h District, in cause No. 199-00878-03. SECTION 3. The City Council hereby declares the action of the City Council on December 11, 2007 to be null and void because it violates the provisions of the Ultimate Boundary Agreement and is inconsistent w-ith the Declaratory Judgment of the District Court of Collin County, 199tb District, and the City Council hereby rescinds the December 11, 2007 City Council action. SECTION 4. The City Council hereby denies the request to release the property owned by Norman Gibney from the boundary and extraterritorial jurisdiction of the City of Weston, and hereby denies the request for a boundary adjustment between the City of Weston and the City of McKinney. SECTION 5. The Mayor is directed to send copies of this Resolution to the Mayors of the cities of Celina, McKinney, and Prosper SECTION 6. This resolution shall be effective from and after its passage and adoption by the City Council. RESOLVED AND ENTERED this thePL d of ay , 2010. .•y pr i•r[SrC,. ATTEST: fn City Secretary CITY OF WESTON CAWeston City Mes\Resolutions12010 Resolutions\R-2010-08-01 common boundary agreement.dwPage 2 of 2 Item Se To: Mayor and Town Council From: Ronnie Tucker, Fire Chief Cc: Mike Land Town Manager Re: Town Council Meeting — October 12, 2010 Date: October 04, 2010 Agenda Item: Consider and act on 2010/2011 Ambulance Transport Fees Description of Agenda Item: This is the second part of the rate increases started last year. The present rate was set last year with the next level to start this budget year. Base rate of $800 for residents and $900 for non-residents plus $12.00 per loaded mile to start this year. Budget Impact: Increase in revenues of approximate $15,000 - $20,000 per year. Legal Obligations and Review: N/A Attached Documents: Ambulance Billing Power Point from last year. Board, Committee and/or Staff Recommendation: Staff would like to recommend the rate to increase to $800.00 for residents and $900.00 for non-residents plus $12.00 per mile. Page 1 of 1 Item No. 5e f.l - ► �. z. :Jf f 0 7 0 0 0 m E 0 }_ iA -• �- �. yY- y r <Il.� �1lI - r .� ..iLr LTV ij t-9 O.Ml _ � - � - - �, -. ' �• � ..--fit `��' ��+ .i�.r �-_� � .7�� m 0 m 0 1 �` TOWN OF PER Prosper is a place where everyone matters To: Mayor and Town Council From: Mike Land, Town Manager ADMINISTRATION Agenda Item No. 5f Re: Town Council Meeting — Tuesday October 12, 2010 Date: Friday October 8, 2010 Agenda Item: Consider and act on a resolution opposing plans by Oncor Electric Delivery Company to construct electric transmission lines relating to the Competitive Renewable Energy Zones (CREZ) in Colin, Cooke, Denton and Grayson Counties specifically the southern routes and alternate route T5. Description of Agenda Item: The State of Texas created the CREZ process to help expedite getting wind energy from West Texas to the populous areas of the state. In doing so they gave authority to the PUC to develop the plans for the locations of the power lines bringing the renewable energy east. As you can see with the attached documents there are a multitude of options available to Oncor for constructing the power lines. The preferred route in this area generally runs through Celina. There is one alternate, T5 that would bring the power line through Prosper, south to the southern side of Hwy 380 and then back into Prosper at FM 423/Gee Rd. north and over to FM 1385. The City's of Celina, Frisco and McKinney along with the PISD and the Town of Prosper have come together to file as interveners in the case. Celina, Frisco and Prosper will be sharing some of the cost with Celina picking up half. Friday October 8t' was the last day to file as an intervener and I sent a letter to Mr. Gay authorizing him to act on our behalf. This resolution ratifies my action and will be provided to Mr. Gay next week. Budaet Impact: Based on Jason Gray's (City Manager for Celina) discussions with Mr. Gay the total cost to be an intervener in these types of cases is approximately $30,000. With Celina's commitment to pick up half of the cost, that leaves approximately $15,000 remaining to be split between Frisco and Prosper. As other entities may be joining such as McKinney, our share of the cost may be reduced. Legal Obliaations and Review: I have been in dialogue with Rebecca Brewer on this situation and she agreed that joining forces with Mr. Gay, and the City's of Celina and Frisco is our best course of action. Attached Documents: 1. Resolution opposing plans by Oncor Electric Delivery Company to construct electric transmission lines relating to the Competitive Renewable Energy Zones (CREZ) in Colin, Cooke, Denton and Grayson Counties specifically the southern routes and alternate route T5. Agenda Item No. 5f - Page 1 of 2 2. Oncor application to amend its CCN for a new 345 kV line. 3. Oncor Exhibits related to their application to amend their CCN for a new 345 kV line. Town Staff Recommendation: Town staff recommends that the Town Council approve the resolution opposing plans by Oncor Electric Delivery Company to construct electric transmission lines relating to the Competitive Renewable Energy Zones (CREZ) in Colin, Cooke, Denton and Grayson Counties specifically the southern routes and alternate route T5. Agenda Item No. 5f - Page 2 of 2 RESOLUTION NO. A RESOLUTION OPPOSING PLANS BY ONCOR ELECTRIC DEL IVERY COMPANY LLC TO CONSTRUCT ELECTRIC TRANSMISSION LINES RELATING TO THE COMPETITIVE RENEWABLE ENERGY ZONES (CREZ) PROJECT IN COLLIN, COOKE, DENTON AND GRAYSON COUNTIES WHEREAS, the Town Council of the Town of Prosper, Texas, supports the pursuit of renewable energy sources and recognizes the need to deliver energy to consumers; and WHEREAS, the State of Texas is pursuing an aggressive strategy to increase the electric generation capaTown from renewable energy technologies; and WHEREAS, a plan was developed by the Public Utility Commission of Texas ("PUC") to construct transmission capaTown to deliver power that is generated from the five designated Competitive Renewable Energy Zones ("CREZ") located in West Texas to electric customers in metropolitan areas; and WHEREAS, the PUC has selected Oncor Electric Delivery Company LLC ("Oncor") to construct and operate the segments of the CREZ lines that will be located throughout North Texas ("PUC Docket No. 38597"); and WHEREAS, in its application with the PUC, Oncor has proposed a route for the proposed West Krum to Anna CREZ transmission line that will cross through portions of Denton and Collin Counties; and WHEREAS, the The Town of Prosper is impacted by proposed route T5 traversing south of Lake Ray Roberts ("southern routes") in the West Krum to Anna CREZ transmission line project; and WHEREAS, any such placement of the proposed transmission line along any southern route will have a significant and detrimental impact on the Ray Roberts Lake State Park — Greenbelt used by the many in the surrounding community and on property values, economic development, and aesthetics of the area; and WHEREAS, the Town believes that the routes traversing north of Lake Ray Roberts ("northern routes") better respect the character„ integrity, and community values of the area. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS: SECTION ONE: The Town Council of the Town of Prosper, Texas, approves and adopts the findings set forth in the above recitals. SECTION TWO: The Town Council opposes the construction of the proposed West Krum to Anna CREZ transmission line along any of the proposed southern routes specifically proposed alternate route T5. SECTION THREE: The Town Council believes that the proposed routes along the northern routes present the best routes for the construction of the proposed West Krum to Anna CREZ transmission line. SECTION FOUR: The Town is authorized to intervene in the proposed West Krum to Anna CREZ transmission line proceeding at the PUC. SECTION FIVE: The Town authorizes Geoffrey Gay, of the law firm of Lloyd Gosselink Rochelle and Townsend, P.C. to represent its interests regarding the proposed West Krum to Anna CREZ transmission line proceeding PUC Docket No. 38597. PASSED AND APPROVED ON this the 12th day of October, A.D., 2010. Mayor ATTEST: Town Secretary Application of Oncor Electric Delivery Company LLC to Amend a Certificate of Convenience and Necessity for a Proposed CREZ 345 kV Transmission Line in Collin, Cooke, Denton, and Grayson Counties, Texas. (Krum West —Anna CCN) PUBLIC UTILITY COMMISSION OF TEXAS (PUC) DOCKET NO.38597 MR. MIKE LAND CITY MANAGER CITY OF PROSPER PO BOX 307 PROSPER TX 75078-0307 Oncor Electric Delivery Company LLC ("Oncor") provides this notice of intent to amend its Certificate of Convenience and Necessity ("CCN") for a new 345 kV transmission line to be located in Collin, Cooke, Denton, and Grayson Counties. The project is intended to allow for reliable and cost-effective delivery of power produced from wind generators located in West Texas and the Panhandle in Competitive Renewable Energy Zones ("CREZ") to load centers throughout the state. The estimated cost of this project is $1.33,963,000. Persons with questions about PUC Docket No. 38597 or that would like to request a copy of the map enclosed with this notice may contact Travis Besier, Oncor Regulatory Project Manager, at 214-486-7343. The Public Utility Commission of Texas ("Commission" or "PUC") has a brochure titled "Landowners and Transmission Line Cases at the PUC for Competitive Renewable Energy Zone (CREZ) Projects." Copies of the brochure are available from Travis Besier at 214-486-7343 or may be downloaded from the PUC's website at wtit\� puc.5tate.tx.us. PLEASE NOTE: AS IS DISCUSSED IN THE BROCHURE, ANY ONE OF THE PROPOSED ROUTES FILED IN THIS APPLICATION MAY BE SELECTED BY THE COMMISSION. To obtain additional information about this proceeding, you may call the PUC's Customer Assistance Hotline at (888) 782-8477 or (512) 936-7120. Hearing- and speech -impaired individuals with text telephones (TTY) may contact the PUC's Customer Assistance Hotline at (512) 936-7136 or toll free at (800) 735-2989. Persons or parties that wish to intervene or comment upon the action sought in this docket should mail their requests to intervene or their comments (along with 10 copies of the letter) to: Public Utility Commission of Texas Central Records Attn: Filing Clerk 1701 N. Congress Ave. P.O. Box 13326 Austin, Texas 78711-3326 The deadline for intervention in the proceeding is October 8, 2010 and the PUC should receive the intervention request by that date. Persons who wish to intervene in the docket must also mail a copy of their request for intervention to all parties in the docket and all persons that have pending motions to intervene, at or before the time the request for intervention is mailed to the PUC. In addition to the intervention deadline, other important deadlines may already exist that affect your participation in this docket. You should review the orders and other filings already made in the docket. The PUC brochure explains how you can access these filings. Enclosed is a map of the area showing Oncor's preferred route and the alternate routes proposed in this CCN application as well as a written description of these routes. A complete copy of the application, as filed at the PUC, and a large scale map of the project area and Oncor's proposed preferred and alternate routes may be viewed at the following locations: Collinsville City Hall 101 N. Main St. Collinsville, TX 76233 903-429-6225 Stephen Copeland Government Center 1400 FM 424 Cross Roads, TX 76227 940-349-2810 City of Gainesville Community Services Dept, 200 S. Rusk Gainesville, TX 76240 940-668-4500 Celina City Hall 142 N. Ohio St. Celina, TX 75009 972-382-2111 A prehearing and technical conference will be held in this Docket on October 12, 2010 at 10:00 a.m. This prehearing conference will be held at: Hyatt Regency - Austin Texas Ballroom 208 Barton Springs Rd Austin, Texas 78704 The prehearing conference is open to the public and all parties who desire to participate in this proceeding should come prepared to discuss the procedural schedule for the docket, any outstanding motions or other relevant matters. The technical conference portion of the prehearing conference is a time where Oncor will be available to answer questions and provide information informally about the Proposed Transmission Line Project. Table 1. Krum West — Anna Routes. 62 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E62-W1-W2-W3-R21-R22-X4-X5-VO 63 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E62-W1-W2-W3-R21-R22-R3-U-V-VO 76 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E3-W4-A93-W5-E61-E62-W1-W2-W3-R21-R22-R3-U-V-VO 83 A01-A02-B1-A2-A7111-A7112-A712-A72-F1-F3-F4-E3-W4-A93-W6-W71-W72-W2-W3-R21-R22-X4-X5-VO 105 A01-AO2-B1-A2-A7111-A7112-A712-A72-F1-F2-E3-E4-E5-E61-E62-W1-W2-W3-R21-R22-R3-U-V-VO 123 A01-AO2-B1-A2-A7111-A7112-A712-A72-F1-F2-W4-A93-W6-W71-W72-W2-X21-R42-R22-R3-U-V-VO 141 A01-A02-B 1-A2-A7111-A10-A621-A8-A91-A92-A93-W6-X11-R41-R42-R22-X4-X5-VO 188 A01-A02-B1-A2-A7111-Al 0-A6221-A6222-F1-F3-F5-F7-W1-W2-W3-R21-R22-X4-X5-VO 273 AO1-A02-B1-A2-A7111-AI 0-A6221-A6222-F1-F2-W4-A93-W6-W71-W72-W2-W3-R21-R22-R3-U-V-VO 331 A01-A02-B1-B2-B3-G1-G41-G5-G7-G3-H13-H112-H111-H1024-Z3-Z4-Z6-ZO-03-T5-T3-V-VO 332 A01-A02-B1-B2-B3-G1-G41-G5-G7-G3-H13-H112-H111-HI 024-Z3-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 373 AO1-A02-B1-B2-B3-G1-G41-G5-G7-G3-H13-H112-H111-H1024-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 378 A01-A02-B1-B2-B3-G1-G41-G5-G7-G3-H13-H112-H111-H1024-Z3-Z4-Z5-Z7-Z8-03-04-05-02-T1-T2-T3-V-VO 536 A01-A02-B1-B2-B3-G1-G41-G42-G6-A712-A72-E1-E21-E22-A92-A93-W5-E61-E7-W72-W2-X21-R42-R22-R3-U-V-VO 571 A01-A02-B1-B2-B3-G1-G41-G42-G6-A712-A72-F1-F3-F5-F7-M-P-S-U-V-VO 576 A01-A02-B1-82-B3-G1-G41-G42-G6-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 697 AO1-A02-B1-B2-B3-G1-G21-G22-G3-H13-H112-H111-HI 024-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 739 A01-A02-B1-B2-B3-G1-G21-G22-G3-H13-H112-H111-H1024-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 901 A01-A02-B1-B2-B3-G1-G21-Y-H102121-Z7-Z8-03-T5-T3-V-V0 941 A01-A02-B1-B2-B3-G1-G21-Y-H1021-Z1-Z7-Z8-Z9-H1512-H152-H19-H2-01-02-T1-T2-T3-V-VO 943 A01-A02-B1-B2-63-G1-G21-Y-H1021-H1022-Z2-Z4-Z6-Ze-03-T5-T3-V-VO 948 A01-A02-Bi-B2-B3-G1-G21-Y-HlO21-H1022-Z2-Z4-Z6-Z8-03-04-05-02-T1-T2-T3-V-VO 986 A01-AO2-B1-B2-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 1027 A01-A02-B1-B2-B3-G1-G21-Y-Hi021-H1022-H1023-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 1032 A01-AO2-B1-B2-B3-G1-G21-Y-H1021-H1022-H1O23-Z3-Z4-Z6-Z8-03-04-05-02-T1-T2-T3-V-VO 1069 A01-AO2-B1-B2-B3-G1-G21-Y-H1021-H1022-H1023-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 1070 A01-AO2-B1-B2-B3-G1-G21-Y-H1021-H1022-H1023-Z3-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 1243 A01-AO2-B 1-B2-C 1-C2-H 101-H 1021-Z1-Z7-Z8-03-T5-T3-V-VO 1285 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-Z2-Z4-Z6-Z8-03-T5-T3-V-VO 1286 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-Z2-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 1327 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-Z2-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 1328 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-Z2-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 1374 A01-A02-B1-B2-C1-C2-H101-H1021-H1022-H1023-Z3-Z4-Z6-Z8-03-04-05-02-T1-T2-T3-V-VO 1411 A01-A02-B1-82-C1-C2-H101-H1021-H1022-H1023-Z3-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 1859 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-M-R1-R21-R22-X4-X5-VO 1861 A01-Al-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-M-P-S-U-V-VO 1863 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-X21-R42-R22-R3-U-V-VO 1865 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-X4-X5-VO 1866 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 1873 A01-A1-A3-A7111-A7112-A712-A72-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-X4-X5-VO 1874 A01 -Al -A3-A7111-A7112-A712-A72-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO 1879 A01 -Al -A3-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E7-W72-W2-W3-R21-R22-R3-U-V-VO 1886 A01 -Al -A3-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E62-W1-W2-W3-R21-R22-X4-X5-VO 1887 A01 -Al -A3-A7111-A7112-A712-A72-F1-F3-F4-E4-E5-E61-E62-Wi-W2-W3-R21-R22-R3-U-V-VO 1916 1 A01 -Al -A3-A7111-A7112-A712-A72-F1-F2-E3-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO Table 1. Krum West — Anna Routes. 2006 A01-Al -A3-A7111-Al 0-A6221-A6222-F1-F3-F5-F7-M-R1-R21-R22-X4-X5-VO 2010 A01-Al -A3-A7111-Al 0-A6221-A6222-F1-F3 F5 F7-W1-W2-X21-R42-R22-R3-U-V-VO 2012 A01-Al -A3-A7111-Al 0-A6221-A6222-F1-F3-F5-F7-W1-W2-W3-R21-R22-X4-X5-VO 2021 A01-Al -A3-A7111-Al 0-A6221-A6222-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO 2111 A01-Al -A3-A7111-Al 0-A6221-Al 1-E22-A92-A93-W6-X11-X12-X3-X5-VO 2132 A01-Al -A4-A61-A8-A91-A92-A93-W6-X11-XI 2-X3-X5-VO 2153 A01-Al -A4-A61-A621-A6221-A6222-E1-E21-E22-A92-A93-W6-X11-X12-X3-X5-VO 2174 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F5-F7-M-R1-R21-R22-X4-X5-VO 2176 A01-Ai -A4-A61-A621-A6221-A6222-F1-F3-F5-F7-M-P-S-U-V-VO 2178 AO1-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W1-W2-X21-R42-R22-R3-U-V-VO 2179 A01-A1-A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W1-W2-X21-X22-X3-X5-V0 2180 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W 1-W 2-W3-R21-R22-X4-X5-VO 2181 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 2184 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F4-E4-F6-F7-M-P-S-U-V-VO 2188 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-X4-X5-VO 2189 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F4-E4-F6-F7-W1-W2-W3-R21-R22-R3-U-V-VO 2202 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F4-E4-ES-E61-E62-W1-W2-W3-R21-R22-R3-U-V-VO 2279 A01-Al -A4-A61-A621-A6221 -Al 1-E22-A92-A93-W6-X11-X12-X3-X5-VO 2287 B4-C2-H 101-H 1021 -Z1 -Z7-ZO-03-T5-T3-V-VO 2289 B4-C2-H101-H1021-Z1-Z7-Z8-03-04-05-02-Q1-Q2-S-U-V-VO 2317 B4-C2-H101-H1021-Z1-Z7-Z8-Z9-H1512-H152-H19-H2-L-K1-K2-N-S-U-V-VO 2320 84-C2-H101-H102121-Z7-Z8-Z9-H1512-H152-H19-H2-L-K1-K3-02-S-U-V-VO 2328 84-C2-H101-H1021-Z1-Z7-Z8-Z9-H1512-H152-H19-H2-01-05-T4-T2-T3-V-VO 2329 B4-C2-H101-H1021-H1022-Z2-Z4-Z6-Z8-03-T5-T3-V-VO 2330 B4-C2-H101-H1021-HI O22-Z2-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 2371 B4-C2-H1 01 -H1 021 -H 1 022-Z2-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 2372 B4-C2-H101-H1021-H1022-Z2-Z4-Z5-Z7-Z8-03-04-T4-T2-T3-V-VO 2413 B4-C2-H101-H1021-H1022-H1023-Z3-Z4-Z6-ZS-03-T5-T3-V-VO 2455 B4-C2-H101-H1021-H1022-H1023-Z3-Z4-Z5-Z7-ZB-03-T5-T3-V-VO 3150 B4-C1-B3-G1-G41-G42-G6-A712-A72-F1-F3-F5-F7-W1-W2-W3-R21-R22-R3-U-V-VO 3271 B4-C1-B3-G1-G21-G22-G3-H13-H112-H111-H1024-Z3-Z4-Z6-Z8-03-T5-T3-V-VO 3272 B4-C1-B3-G1-G21-G22-G3-H13-H112-H111-HI 024-Z3-Z4-Z6-Z8-03-04-T4-T2-T3-V-VO 3475 B4-C1-83-G 1-G21-Y-H102121-Z7-Z8-03-T5-T3-V-VO 3476 B4-C1-83-G1-G21-Y-H1021-Z1-Z7-Z8-03-04-T4-T2-T3-V-VO 3517 B4-C1-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z6-ZS-03-T5-T3-V-VO 3519 B4-C1-B3-G1-G21-Y-H1021-H1022-Z2-Z4-Z6-ZS-03-04-05-02-01-02-S-U-V-VO 3559 B4-C1 -B3-G1 -G21 -Y-H 1021 -H1 022-Z2-Z4-Z5-Z7-Z8-03-T5-T3-V-VO 3601 B4-C1-B3-G1-G21-Y-H1021-H1022-H1023-Z3-Z4-Z6-ZO-03-T5-T3-V-VO 3817 A01-A02-B1-B2-B3-G1-G41-G5-G8-H17-H16-H13-H112-H111-H1024-Z3-Z4-Z6-ZS-03-T5-T3-V-VO 3818 A01-Al -A4-A61-A621-A6221-A6222-F1-F3-F5-F6-E5-E61-E7-W71-X11-R41-R42-R22-R3-U-V-VO Link A01 Link AO begins at the new Krum West Switching Station (KWSS) which is located approximately 1,600 feet north of Doyle Road and 3,600 feet west of Freeman Road in Denton County. Link A01 proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for a distance of approximately 600 feet to the intersection of Links AO1, A02 and Al. Link A02 From the intersection of Links A01, A02 and A1, Link A02 proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for a distance of approximately 600 feet to the intersection of Links A02 and 01. Link Al From the intersection of Links A01, A02 and Al, Link Al proceeds in a northerly direction for approximately 1,200 feet to an angle point. From this angle point, Link Al proceeds in a westerly direction for approximately 2,000 feet to an angle point. From this angle point, Link All proceeds in a northerly direction for approximately 3,400 feet to an angle point. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 3,200 feet to an angle point. From this angle point, Link Al proceeds in a northerly direction parallel to and west of Freeman Road for approximately 3,200 feet to an angle point. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. This segment of Link Al crosses Freeman Road. From this angle point, Link Al proceeds in a north/northwesterly direction for approximately 1,100 feet to an angle point. This segment of Link Al crosses Farm to Market Road (FM) 455. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 9,800 feet to an angle point. This segment of Link Al crosses Waide Road. From this angle point, Link Al proceeds in a northerly direction for approximately 2,000 feet to a slight angle point. From this slight angle point, Link Al continues in a northerly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link Al continues in a northerly direction for approximately 2,100 feet to a slight angle point. From this slight angle point, Link Al continues in a northerly direction for approximately 3,000 feet to an angle point. This segment of Link Al crosses Mill Branch and Clear Creek. From this angle point, Link Al proceeds in a north/northwesterly direction for approximately 2,500 feet to an angle point. From this angle point, Link Al proceeds in a northerly direction parallel to and east of Pollard Road for approximately 2,600 feet to a slight angle point. This segment of Link Al crosses Pollard Road. From this slight angle point, Link Al continues in a northerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link Al continues in a northerly direction for approximately 3,500 feet to an angle point. This segment of Link Al crosses Denton County / Cooke County line. From this angle point, Link Al proceeds in a north/northeasterly direction for approximately 2,400 feet to an angle point. From this angle point, Link Al proceeds in a northerly direction for approximately 3,800 feet to an angle point. This segment of Link Al crosses FM 51. From this angle point, Link Al proceeds in a north/northwesterly direction for approximately 1,200 feet to an angle point. This segment of Link Al crosses County Road (CR) 329. From this angle point, Link Al proceeds in a northerly direction parallel to and east of CR 329 for approximately 2,300 feet to the intersection of Links Al, A3 and A4. This segment of Link Al crosses an existing Brazos EPC 138 kV transmission line. Link A10 From the intersection of Links A10, A7111, and A7112, Link A10 proceeds in a northerly direction for approximately 3,500 feet to an angle point. A portion of this segment of Link A1O is parallel to and east of CR 374. This segment of Link A10 crosses CR 374. From this angle point, Link A1O proceeds in a westerly direction parallel to and north of CR 374 for approximately 700 feet to an angle point. From this angle point, Link A10 proceeds in a northerly direction for approximately 3,000 feet to an angle point. From this angle point, Link A10 proceeds in a westerly direction for approximately 800 feet to an angle point. From this angle point, Link A10 proceeds in a northerly direction parallel to and east of CR 325 for approximately 3,000 feet to an angle point. This segment of Link A10 crosses Duck Creek and FM 922. From this angle point, Link A10 proceeds in a north/northwesterly direction for approximately 1,000 feet to an angle point. From this angle point, Link A10 proceeds in a northerly direction parallel to and east of CR 325 for approximately 6,800 feet to a slight angle point. This segment of Link A10 crosses CR 356. From this angle point, Link A10 continues in a northerly direction for approximately 7,500 feet to the intersection of Links A10, A621 and A6221. A portion of this segment of Link A10 is parallel to and east of CR 325. This segment of Link A10 crosses FM 51, CR 320, and Spring Creek. Link Al From the intersection of Links A11, A6221 and A6222, Link A11 proceeds in a northerly direction parallel to and west of CR 313 for approximately 3,100 feet to an angle point. From this angle point, Link Al proceeds in a north/northeasterly direction parallel to and east/southeast of FM 51 for approximately 9,100 feet to an angle point. This segment of Link Al crosses CR 313, an existing Brazos EPC 138 kV transmission line, CR 314, CR 315, Townsend Creek, and CR 312. From this angle point, Link Al proceeds in a northeasterly direction parallel and northwest of FM 51 for approximately 1,500 feet to a slight angle point. From this slight angle point, Link Al continues in a northeasterly direction parallel and northwest of FM 51 for approximately 5,300 feet to an angle point. This segment of Link Al crosses Willow Creek. From this angle point, Link A11 proceeds in an easterly direction for approximately 6,800 feet to the intersection of Links Al I, E21 and E22. This segment of Link Al crosses CR 307 and an existing Oncor 138 kV transmission line. Link A2 From the intersection of Links A2, 1131 and B2, Link A2 proceeds in a northerly direction for approximately 9,900 feet to an angle point. This segment of Link A2 crosses Bernard Road and Boom Branch. From this angle point, Link A2 proceeds in a north/northeasterly direction for approximately 2,300 feet to an angle point. From this angle point, Link A2 proceeds in a northerly direction for approximately 9,000 feet to a slight angle point. This segment of Link A2 crosses FM 455. From this slight angle point, Link A2 continues in a northerly direction for approximately 2,500 feet to a slight angle point. This segment of Link A2 crosses Waide Road and Clear Creek, From this slight angle point, Link A2 continues in a northerly direction for approximately 1,000 feet to an angle point. From this angle point, Link A2 proceeds in a north/northwesterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A2 continues in a northerly direction for approximately 4,800 feet to a slight angle point. From this slight angle point, Link A2 continues in a northerly direction for approximately 12,400 feet to an angle point. This segment of Link A2 crosses Gregory Road, Denton County/Cooke County line, and Buck Creek. From this angle point, Link A2 proceeds in a westerly direction for approximately 1,700 feet to an angle point. This segment of Link A2 crosses Buck Creek. From this angle point, Link A2 proceeds in a northerly direction for approximately 2,600 feet to an angle point. This segment of Link A2 crosses Buck Creek. From this angle point, Link A2 proceeds in a northwesterly direction for approximately 1,100 feet to an angle point. This segment of Link A2 crosses Buck Creek and FM 51. From this angle point, Link A2 proceeds in a north/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link A2 crosses Buck Creek and CR 329. From this angle point, Link A2 proceeds in a northerly direction parallel to and west of FM 51 for approximately 3,500 feet to the intersection of Links A2, A3 and A7111. This segment crosses an existing Brazos EPC 138 kV transmission line. Link A3 From the intersection of Links Al, A3 and A4, Link A3 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 4,500 feet to the intersection of Links A2, A3 and A7111. This segment of Link A3 crosses Buck Creek. Link A4 From the intersection of Links Al, A3 and A4, Link A4 proceeds in a northerly direction parallel to and east of CR 329 for approximately 1,800 feet to a slight angle point. From this slight angle point, Link A4 continues in a northerly direction parallel to and east of CR 329 for approximately 1,900 feet to an angle point. From this angle point, Link A4 continues in a north/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Llnk A4 continues in a north/northwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A4 continues in a northerly direction parallel to and east of CR 329 for approximately 1,800 feet to the intersection of Links A4 and A61. This segment of Link A4 crosses CR 346. Link A61 From the intersection of Links A4 and A61, Link A61 proceeds in a northerly direction for approximately 3,600 feet to an angle point. From this angle point, Link A61 continues in a north/northwesterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A61 proceeds in a northerly direction parallel to and west of CR 331 for approximately 2,800 feet to a slight angle point. This segment of Link A61 crosses FM 922. From this angle point, Link A61 proceeds in a northerly direction parallel to and west of CR 331 for approximately 5,100 feet to a slight angle point. From this slight angle point, Link A61 continues in a northerly direction parallel to and west of CR 331 for approximately 1,300 feet to an angle point. This segment of Link A61 crosses CR 320. From this angle point, Link A61 proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link A61 proceeds in a northerly direction parallel to and west of CR 331 for approximately 5,100 feet to an angle point. This segment of Link A61 crosses CR 314. From this angle point, Link A61 proceeds in an easterly direction for approximately 8,600 feet to the intersection of Links A61, A8 and A621. This segment of Link A61 crosses CR 331. Link A621 (Bi-directional link) From the intersection of Links A61, A8 and A621, Link A621 proceeds in an easterly direction for approximately 1,700 feet to the intersection of Links A621, A10 and A6221. This segment of Link A621 crosses CR 323 and Spring Creek. Link A621 (Bi-directional link) From the intersection of Links A621, A10 and A6221, Link A621 proceeds in a westerly direction for approximately 1,700 feet to the intersection of Links A61, A8 and A621. This segment of Link A621 crosses Spring Creek and CR 323. Link A6221 From the intersection of Links A621, A10 and A6221, Link A6221 proceeds in an easterly direction for approximately 1,300 feet to an angle point. From this angle point, Link A6221 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A6221 proceeds in an easterly direction for approximately 6,000 feet to an angle point. This segment of Link A6221 crosses FM 51 and CR 321. From this angle point, Link A6221 proceeds in an easUnortheasterly direction for approximately 1,100 feet to the intersection of Links A11, A6221 and A6222. Link A5222 From the intersection of Links A11, A6221 and A6222, Link A6222 proceeds in an easterly direction for approximately 11,400 feet to the intersection of Links A6222, A72, E1 and F1. This segment of Link A6222 crosses CR 313, an existing Brazos EPC 138 kV transmission line, Townsend Creek, CR 207, and Willow Creek. Link A7111 From the intersection of Links A2, A3 and A7111, Link A7111 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 10,000 feet to the intersection of Links A7111, A7112, and A10. This segment of Link A711 crosses FM 51, Little Duck Creek, and CR 374. Link A7112 From the intersection of Links A7111, A7112, and A10, Link A7112 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 9,700 feet to a slight angle point. This segment of Link A7112 crosses Duck Creek and CR 321. From this slight angle point, Link A7112 continues in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 11,700 feet to the intersection of Links A7112, A712, and G6. This segment of Link A7112 crosses CR 317 and Indian Creek. Link A712 From the intersection of Links A7112, A712, and G6, Link A712 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 3,500 feet to the intersection of Links A72 and A712. This segment of Link A712 crosses FM 2848, CR 205, two existing Brazos EPC 138 kV transmission lines, and an existing Oncor 138 kV transmission line. Link A72 From the intersection of Links A72 and A712, Link A72 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 19,400 feet to the intersection of Links A6222, A72, E1 and F1. This segment of Link A72 crosses FM 922, Johns Branch, Spring Creek, Willow Creek, CR 202, and an existing Brazos EPC 138 kV transmission line. Link A8 From the intersection of Links A61, A621 and A8, Link A8 proceeds in a northerly direction for approximately 18,000 feet to an angle point. A portion of this segment of Link A8 is parallel to and west of CR 367. This segment of Link A8 crosses Spring Creek, CR 367, FM 1630, and an existing Brazos EPC 138 kV transmission line. From this angle point, Link AS proceeds in a north/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link A8 proceeds in a northerly direction for approximately 1,900 feet to an angle point. This segment of Link AB crosses CR 306. From this angle point, Link A8 proceeds in a north/northwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A8 proceeds in a northerly direction for approximately 7,900 feet to an angle point. This segment of Link A8 crosses the Elm Fork Trinity River, Tonkawa Creek, and CR 438. From this angle point, Link A8 proceeds in a northeasterly direction parallel to and northwest of CR 438 for approximately 2,800 feet to an angle point. From this angle point, Link A8 proceeds in a north/northwesterly direction for approximately 5,600 feet to an angle point. This segment of Link A8 crosses Dry Elm Creek, United States (US) Hwy 82, and an existing Oncor 69 kV 4 transmission line. From this angle point, Link AS proceeds in a west/northwesterly direction parallel to and north/northeast of an existing Oncor 69 W transmission line for approximately 2,400 feet to an angle point. From this angle point, Link AS proceeds in a northerly direction for approximately 4,900 feet to a slight angle point. From this slight angle point, Link AS continues in a northerly direction for approximately 3,700 feet to a slight angle point. From this slight angle point, Link AS continues in a northerly direction parallel to and west of CR 409 for approximately 4,000 feet to an angle point. This segment of Link AS crosses CR 452 and CR 440. From this angle point, Link AS proceeds in an easterly direction for approximately 6,500 feet to an angle point. This segment of Link AS crosses CR 409 and FM 1199. From this angle point, Link AS proceeds in an east/northeasterly direction for approximately 16,200 feet to an angle point. This segment of Link AS crosses CR 407, Montague Creek, FM 1200, and Dozier Creek. From this angle point, Link AS proceeds in an east/southeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Unk AS proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 69 W transmission line for approximately 4,000 feet to an angle point. From this angle point, Link AS proceeds in an east/southeasterly direction parallel to and north/northeast of an existing Oncor 69 W transmission line for approximately 7,200 feet to an angle point. This segment of Link AS crosses an existing Oncor 69 W transmission line and FM 1201. From this angle point, Link AS proceeds in an easterly direction parallel to and north of CR 444 for approximately 1,100 feet to an angle point. From this angle point, Link AS proceeds in a south/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link AS crosses CR 444. From this angle point, Link AS proceeds in an east/southeasterly direction parallel to and north/northeast of an existing Oncor 69 W transmission line for approximately 2,100 feet to a slight angle point. From this slight angle point, Link AS continues in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link AS crosses Pecan Creek. From this angle point, Link AS proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link AS crosses Burlington Northern Santa Fe (BNSF) Railroad. From this angle point, Link AS proceeds in an easterly direction for approximately 3,700 feet to an angle point. This segment of Link AS crosses IH-35. From this angle point, Link AS proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. This segment of Unk AS crosses CR 137. From this angle point, Link AS proceeds in an easterly direction for approximately 1,000 feet to an angle point. From this angle point, Link AS proceeds in a northerly direction for approximately 2,000 feet to an angle point. This segment of Unk AS crosses CR 181. From this angle point, Link AS proceeds in an easterly direction parallel to and north of CR 181 for approximately 1,000 feet to an angle point. From this angle point, Unk AS proceeds in an east/northeasterly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link AS continues in an east/northeasterly direction for approximately 2,400 feet to an angle point. A portion of this segment of Link AS is parallel to and north/northwest of an existing Brazos EPC 69 W transmission line. This segment of Link AS crosses an existing Brazos EPC 69 W transmission line and CR 135. From this angle point, Link AS proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 W transmission line for approximately 4,600 feet to the intersection of Links AS and A91. Link A91 From the intersection of Links AS and A91, Link A91 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 W transmission line for approximately 600 feet to the intersection of Links A91, A92, and E22. Link A92 From the intersection of Links A91, A92, and E22, Link A92 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 W transmission line for approximately 5,500 feet to an angle point. This segment of Link A92 crosses CR 133. From this angle point, Link A92 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 69 W transmission line for approximately 1,400 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 69 kV transmission line for approximately 4,200 feet to an angle point. This segment of Link A92 crosses CR 134, Rock Creek, and an existing Brazos EPC 69 kV transmission line. From this angle point, Link A92 proceeds in a southerly direction for approximately 3,000 feet to an angle point. This segment of Link A92 crosses FM 371. From this angle point, Link A92 proceeds in a southwesterly direction for approximately 800 feet to an angle point. From this angle point, Link A92 proceeds in a southerly direction parallel to and east of an existing Brazos EPC 69 kV transmission line for approximately 3,900 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 1,900 feet to an angle point. This segment of Link A92 crosses Wheeler Creek. From this angle point, Link A92 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 5,200 feet to an angle point. A portion of this segment is parallel to and north of CR 123. This segment of Link A92 also crosses CR 123. From this angle point, Link A92 proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A92 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 9,400 feet to an angle point. A portion of this segment is parallel to and south of CR 123. From this angle point, Link A92 proceeds in a southerly direction for approximately 2,400 feet to an angle point. This segment of Link A92 crosses CR 147. From this angle point, Link A92 proceeds in an easterly direction for approximately 6,200 feet to an angle point. This segment of Link A92 crosses FAA 678 and Timber Creek. From this angle point, Link A92 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A92 proceeds in an easterly direction for approximately 1,100 feet to an angle point. From this angle point, Link A92 proceeds in an east/southeasterly direction for approximately 5,400 feet to an angle point. This segment of Link A92 crosses CR 107. From this angle point, Link A92 proceeds in a southerly direction for approximately 5,000 feet to the intersection of Links A92, A93, and W4. This segment of Link A92 crosses US Hwy 82, CR 176, an existing Brazos EPC 138 kV transmission line, and an existing Oncor 138 kV transmission line. Link A93 From the intersection of Links A92, A93, and W4, Link A93 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Oncor 138 kV transmission line for approximately 2,500 feet to the intersection of Links A93, W5, and W6. This segment of Link A93 crosses an existing Oncor 69 kV transmission line. Link 131 From the intersection of Links A02 and 131, Link 131 proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for approximately 5,600 feet to the intersection of Links A2, 191 and 132. This segment of Link 131 crosses Freeman Road. Link 132 From the intersection of Links A2, 131 and 132, Link B2 proceeds in a southerly direction parallel to and east of an existing Oncor 345 kV transmission line for approximately 2,100 feet to an angle point. From this angle point, Link 132 proceeds in an easterly direction parallel to and north of Doyle Road for approximately 3,400 feet to an angle point. From this angle point, Link B2 proceeds in a southerly direction for approximately 4,000 feet to the intersection of Links 132, 83 and C1. This segment of Link 192 crosses Doyle Road. Link 193 From the intersection of Links 132, 133 and C1, Link 133 proceeds in an easterly direction for approximately 6,500 feet to an angle point. This segment of Link 83 crosses Miller Road. From this angle point, Link B3 proceeds in a northerly direction for approximately 3,500 feet to an angle point. From this angle point, Link B3 proceeds in an easterly direction for approximately 4,000 feet to an angle point. From this angle point, Link 133 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link B3 proceeds in an easterly direction for approximately 4,300 feet to an angle point. This segment of Link B3 crosses FM 2450. From this angle point, Link 133 proceeds in an east/northeasterly direction for approximately 1,000 feet to the intersection of Links 133 and G1. Link B4 Link 134 begins at the new Krum West Switching Station (KWSS) which is located approximately 1,600 feet north of Doyle Road and 3,600 feet west of Freeman Road in Denton County. Link 134 proceeds in a southerly direction for approximately 200 feet to an angle point. From this angle point, Link B4 proceeds in an east/southeasterly direction for approximately 1,500 feet to an angle point. From this angle point, Link B4 proceeds in a southerly direction for approximately 2,400 feet to an angle point. A portion of this segment of Link 134 is parallel to and east of Freeman Road. This segment of Link 134 crosses Doyle Road. From this angle point, Link B4 proceeds in an easterly direction for approximately 2,000 feet to an angle point. From this angle point, Link 84 proceeds in a southerly direction for approximately 4,200 feet to an angle point. This segment of Link B4 crosses an existing natural gas pipeline. From this angle point, Link 134 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 7,400 feet to the intersection of Links 134, C1, and C2. This segment of Link 134 crosses an existing Oncor 345 kV transmission line and an existing natural gas pipeline. Link Ci (Bi-directional link From the intersection of Links B2, 133, and C1, Link C1 proceeds in a southerly direction parallel to and east of an existing Oncor 345 kV transmission line for approximately 1,400 feet to the intersection of Links 134, C1, and C2. Link C1 (Bi-directional link) From the intersection of Links 134, C1, and C2, Link C1 proceeds in a northerly direction parallel to and east of an existing Oncor 345 kV transmission line for approximately 1,400 feet to the intersection of Links B2, B3, and C1. Link C2 From the intersection of Links B4, C1, and C2, Link C2 proceeds in a southerly direction parallel to and east of an existing natural gas pipeline for approximately 2,600 feet to an angle point. This segment of Link C2 crosses Hawkeye Road and an existing natural gas pipeline. From this angle point, Link C2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 3,900 feet to an angle point. From this angle point, Link C2 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link C2 proceeds in an easterly direction parallel to and south of Hawkeye Road for approximately 4,100 feet to an angle point. From this angle point, Link C2 proceeds in a southerly direction parallel to and west of Miller Road for approximately 1,900 feet to an angle point. A portion of this segment Is parallel to and west of an existing natural gas pipeline. From this angle point, Link C2 proceeds in an easterly direction for approximately 1,400 feet to an angle point. This segment of Link C2 crosses an existing natural gas pipeline and Miller Road. From this angle point, Link C2 proceeds in an east/northeasterly direction for approximately 1,200 feet to a slight angle point. From this slight angle point, Link C2 continues in an east/northeasterly direction for approximately 1,000 feet to an angle point. This segment of Link C2 crosses FM 2450. From this angle point, Link C2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 4,000 feet to the intersection of Links C2 and H101. This segment of Link C2 crosses Moores Branch. Link E1 From the intersection of Links A6222, A72, El and F1, Link El proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 11,200 feet to the intersection of Links E1 and E21. This segment of Link E1 crosses CR 226 and CR 2070. Link E21 From the intersection of Links El and E21, Link E21 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 2,600 feet to an angle point. From this angle point, Link E21 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 1,400 feet to the intersection of Links A11, E21 and E22. Link E22 From the intersection of Links A71, E21 and E22, Link E22 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 3,400 feet to an angle point. This segment of Link E22 crosses CR 344 and Scott Creek. From this angle point, Link E22 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 4,400 feet to an angle point. From this angle point, Link E22 proceeds in a north/northwesterly direction parallel to and east/northeast of an existing Oncor 138 kV transmission line for approximately 1,600 feet to an angle point, This segment of Link E22 crosses FM 51 and FM 1630. From this angle point, Link E22 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 3,400 feet to an angle point. From this angle point, Link E22 proceeds in a north/northwesterly direction parallel to and east/northeast of an existing Oncor 138 kV transmission line for approximately 2,300 feet to an angle point. This segment of Link E22 crosses CR 304. From this angle point, Link E22 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 4,000 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction for approximately 1,200 feet to a slight angle point. This segment of Link E22 crosses an existing Oncor 138 kV transmission line and the Elm Fork Trinity River. From this slight angle point, Link E22 continues in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 7,500 feet to an angle point. This segment of Link E22 crosses Dozier Creek, US Hwy 82, an existing Oncor 69 kV transmission line, and CR 451. From this angle point, Link E22 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 11,600 feet to an angle point. This segment of Link E22 crosses CR 401, I1435, Pecan Creek, BNSF Railroad, Weaver Street, an existing Oncor 69 kV transmission line, and FM 372. From this angle point, Link E22 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link E22 crosses CR 135. From this angle point, Link E22 proceeds in an easterly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link E22 continues in an easterly direction for approximately 1,200 feet to a slight angle point. From this slight angle point, Link E22 continues in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 2,400 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction for approximately 3,100 feet to an angle point. This segment of Link E22 is parallel to and west of CR 133. From this angle point, Link E22 proceeds in a north/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction for approximately 1,600 feet to an angle point. A portion of this segment of Link E22 is parallel to and west of CR 133. From this angle point, Link E22 proceeds in a north/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link E22 proceeds in a northerly direction parallel to and west of CR 133 for approximately 3,000 feet to the intersection of Links A91, A92, and E22. This segment of Link E22 crosses an existing Brazos EPC 69 kV transmission line. M Link E3 (Bl-directional link) From the intersection of Links E3, E4 and F4, Link E3 proceeds in a northerly direction for approximately 6,600 feet to the intersection of Links E3, F2 and W4. This segment of Link E3 crosses JRC Road. Link E3 (Bi-directional link) From the intersection of Links E3, F2 and W4, Link E3 proceeds in a southerly direction for approximately 6,600 feet to the intersection of Links E3, E4 and F4. This segment of Link E3 crosses JRC Road. Link E4 From the intersection of Links E3, E4 and F4, Link E4 proceeds in an easterly direction for approximately 2,700 feet to an angle point. From this angle point, Link E4 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Llnk E4 proceeds in an easterly direction for approximately 3,900 feet to a slight angle point. This segment of Link E4 crosses CR 219. From this slight angle point, Link E4 continues in an easterly direction for approximately 1,400 feet to a slight angle point. This segment of Link E4 crosses Indian Creek. From this slight angle point, Link E4 continues in an easterly direction for approximately 3,500 feet to an angle point. This segment of Link E4 crosses CR 224. From this angle point, Link E4 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link E4 proceeds in an easterly direction for approximately 2,800 feet to the intersection of Links E4, E5 and F6. This segment of Link E4 crosses CR 211. Link E5 From the intersection of Links E4, E5 and F6, Link E5 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 900 feet to an angle point. From this angle point, Link E5 proceeds in an easterly direction for approximately 2,400 feet to an angle point. This segment of Link E5 crosses an existing Brazos EPC 138 kV transmission line and FM 3164. From this angle point, Link E5 proceeds in an east/northeasterly direction for approximately 3,300 feet to an angle point. From this angle point, Link E5 proceeds in an easterly direction for approximately 5,900 feet to an angle point. This segment of Link E5 crosses CR 297 and Timber Creek. From this angle point, Link E5 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E5 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E5 proceeds in an easterly direction for approximately 1,500 feet to an angle point. This segment of Link E5 crosses CR 201. From this angle point, Link E5 proceeds in an east/northeasterly direction for approximately 1,100 feet to the intersection of Links E5, E61 and W5. Link E61 From the intersection of Links E5, E61 and W5, Link E61 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link E61 proceeds in an easterly direction for approximately 3,700 feet to a slight angle point. This segment of Link E61 crosses Line Road and Cooke County/Grayson County line. From this slight angle point, Link E61 continues in an easterly direction for approximately 1,400 feet to an angle point. From this angle point, Link E61 proceeds in a southerly direction for approximately 2,000 feet to an angle point. This segment of Link E61 crosses Lynch Crossing Boulevard. From this angle point, Link E61 proceeds in an easterly direction for approximately 6,100 feet to an angle point. A portion of this segment of Link E61 is parallel to and south of Lynch Crossing Boulevard. This segment of Link E61 crosses Jordan Creek, Union Pacific (UP) Railroad, and US Hwy 377. From this angle point, Link E61 proceeds in a southerly direction for approximately 1,100 feet to an �41 angle point. From this angle point, Link E61 proceeds in an easterly direction for approximately 10,800 feet to the intersection of Links E61, E62 and E7. This segment of Link E61 crosses Old Town Road, Dawkins Road, and Spring Creek. Link E62 From the intersection of Links E61, E62 and E7, Link E62 proceeds in a southerly direction for approximately 3,800 feet to an angle point. This segment of Link E62 crosses Batey Road. From this angle point, Link E62 proceeds in an easterly direction for approximately 3,000 feet to an angle point. This segment of Link E62 is parallel to and south of Batey Road. From this angle point, Link E62 proceeds in a southerly direction for approximately 5,000 feet to an angle point. From this angle point, Link E62 proceeds in a south/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link E62 crosses FM 902. From this angle point, Link E62 proceeds in a southerly direction for approximately 3,600 feet to a slight angle point. From this slight angle point, Unk E62 continues in a southerly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Unk E62 continues in a southerly direction for approximately 1,400 feet to a slight angle point. A portion of this segment of Link E62 is parallel to and west of Spring Creek road. This segment of Link E62 also crosses Spring Creek Road. From this slight angle point, Link E62 continues in a southerly direction for approximately 1,100 feet to the intersection of Links E62, F7, M and W1. This segment of Link E62 crosses Hog Creek. Link E7 From the intersection of Links E61, E62 and E7, Link E7 proceeds in a northerly direction for approximately 1,300 feet to an angle point. From this angle point, Unk E7 proceeds in an easterly direction for approximately 4,900 feet to an angle point. This segment of Link E7 crosses FM 901. From this angle point, Link E7 proceeds in a northerly direction for approximately 1,800 feet to an angle point. From this angle point, Unk E7 proceeds in an easterly direction for approximately 3,500 feet to an angle point. From this angle point, Link E7 proceeds in an east/northeasterly direction for approximately 2,400 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction parallel to and south of Macomb Cemetery Road for approximately 2,200 feet to an angle point. This segment of Link E7 crosses Hog Creek. From this angle point, Link E7 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link E7 crosses Davis Road. From this angle point, Link E7 proceeds in an easterly direction for approximately 3,900 feet to an angle point. From this angle point, Link E7 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 3,200 feet to an angle point. This segment of Link E7 crosses O'Hanlon Road and Case Creek. From this angle point, Link E7 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 1,700 feet to an angle point. From this angle point, Link E7 proceeds in a northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link E7 proceeds in an easterly direction for approximately 700 feet to the intersection of Links E7, W71, and W72. This segment of Link E7 crosses Collins Road. Link F1 From the intersection of Links A6222, A72, E1 and F1, Unk F1 proceeds in an easterly direction for approximately 7,600 feet to an angle point. This segment of Link F1 crosses Hackley Creek and IH35. From this angle point, Link F1 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 W transmission line for approximately 8,600 feet to an angle point. This segment of Link F1 crosses BNSF Railroad, an existing natural gas pipeline, and Scott Creek. From this angle point, Link F1 proceeds in a north/northeasterly direction parallel to and west/northwest of an existing Brazos EPC 138 W transmission line for 10 approximately 2,500 feet to the intersection of Links F1, F2, and F3. This segment of Link F1 crosses FM 2071. Link F2 From the intersection of Links F1, F2, and F3, Link F2 proceeds in a north/northeasterly direction parallel to and west/northwest of an existing Brazos EPC 138 kV transmission line for approximately 15,300 feet to an angle point. This segment of Link F2 crosses CR 2152, Elm Fork Trinity River, and FM 372. From this angle point, Link F2 proceeds in an easterly direction for approximately 1,600 feet to an angle point. This segment of Link F2 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link F2 proceeds in a northerly direction for approximately 1,600 feet to an angle point. From this angle point, Link F2 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Brazos EPC 138 kV transmission line for approximately 3,100 feet to a slight angle point. This segment of Link F2 crosses FM 902. From this slight angle point, Link F2 continues in a north/northeasterly direction parallel to and east/southeast of an existing Brazos EPC 138 kV transmission line for approximately 4,200 feet to a slight angle point. This segment of Link F2 crosses FM 3092 and CR 208. From this slight angle point, Link F2 continues in a north/northeasterly direction parallel to and east/southeast of an existing Brazos EPC 138 kV transmission line for approximately 2,800 feet to an angle point. This segment of Link F2 crosses Meyersville Lane and Redmond Branch. From this angle point, Link F2 proceeds in an easterly direction for approximately 4,900 feet to an angle point. This segment of Link F2 crosses Redmond Branch and CR 2121. From this angle point, Link F2 proceeds in an east/southeasterly direction for approximately 2,800 feet to an angle point. A portion of this segment of Link F2 is west/southwest of CR 206. From this angle point, Link F2 proceeds in a south/southeasterly direction for approximately 900 feet to an angle point. From this angle point, Link F2 proceeds in an east/southeasterly direction for approximately 900 feet to an angle point. From this angle point, Link F2 proceeds in an easterly direction for approximately 1,000 feet to the intersection of Links E3, F2 and W4. Link F3 From the intersection of Links F1, F2, and F3, Link F3 proceeds in an easterly direction for approximately 2,700 feet to a slight angle point. This segment of Link F3 crosses two existing Brazos EPC 138 kV transmission lines. From this slight angle point, Link F3 continues in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 10,900 feet to an angle point. This segment of Link F3 crosses the Elm Fork Trinity River. From this angle point, Link F3 proceeds in an east/northeasterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 1,500 feet to an angle point. This segment of Link F3 crosses FM 372. From this angle point, Link F3 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 700 feet to a slight angle point. From this slight angle point, Link F3 continues in an easterly direction parallel to and north of an existing Brazos EPC 136 kV transmission line for approximately 5,100 feet to a slight angle point. From this slight angle point, Link F3 continues in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 1,200 feet to the intersection of Links F3, F4 and F5. This segment of Link F3 crosses CR 223. Link F4 From the intersection of Links F3, F4 and F5, Link F4 proceeds in a northerly direction for approximately 4,700 feet to an angle point. This segment of Link F4 crosses CR 220 and Wolf Creek. A portion of this segment of Link F4 is parallel to and east of CR 223. From this angle point, Link F4 proceeds in a north/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link F4 proceeds in a northerly direction for approximately 1,200 feet to an angle point. From this angle point, Link F4 proceeds in a northwesterly direction for approximately 900 feet to an angle point. From this angle point, Link F4 proceeds in a northerly 11 direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link F4 continues in a northerly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link F4 continues in a northerly direction for approximately 5,400 feet to the intersection of Links E3, E4 and R. This segment of Link F4 crosses FM 902 and CR 214. Link F5 From the intersection of Unks F3, F4 and F5, Link F5 proceeds in a southerly direction parallel to and east of CR 223 for approximately 1,200 feet to an angle point. This segment of Link F5 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link F5 proceeds in an easterly direction for approximately 8,500 feet to an angle point. A portion of this segment of Link F5 is parallel to and north of an existing Brazos EPC 138 kV transmission line. This segment of Link F5 crosses Wolf Creek, the existing Brazos EPC 138 kV transmission line and FM 3496. From this angle point, Link F5 proceeds in a southerly direction for approximately 2,900 feet to an angle point. This segment of Link F5 crosses the existing Brazos EPC 138 kV transmission line. From this angle point, Link F5 proceeds in an easterly direction for approximately 5,100 feet to an angle point. This segment of Link FS crosses Indian Creek. From this angle point, Link F5 proceeds in a northerly direction for approximately 1,800 feet to an angle point. From this angle point, Link F5 proceeds in an easterly direction for approximately 1,400 feet to a slight angle point. This segment of Unk F5 crosses CR 283. From this slight angle point, Link F5 continues in an easterly direction for approximately 3,900 feet to an angle point. This segment of Link FS crosses CR 223. From this angle point, Link F5 proceeds in a north/northeasterly direction for approximately 1,200 feet to the intersection of Links F5, F6 and F7. Link F6 lBi-directional link From the intersection of Links F5, F6 and F7, Link F6 proceeds in a north/northwesterly direction for approximately 2,000 feet to an angle point. This segment of Link F6 crosses FM 902. From this angle point, Link F6 proceeds in a northerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 6,900 feet to an angle point. From this angle point, Link F6 proceeds in a north/northwesterly direction parallel to and west/southwest of an existing Brazos EPC 138 kV transmission line for approximately 2,000 feet to an angle point. This segment of Link F6 also crosses the existing Brazos EPC 138 kV transmission line. From this angle point, Link F6 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 3,900 feet to an angle point. This segment of Unk F6 crosses CR 2134. From this angle point, Link F6 proceeds in a westerly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 1,100 feet to an angle point. From this angle point, Link F6 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 1,700 feet to the intersection of Links E4, E5 and F6. Link F6 (Bi-directional link) From the intersection of Links E4, E5 and F6, Link F6 proceeds in a southerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 1,700 feet to an angle point. From this angle point, Link F6 proceeds in an easterly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 1,100 feet to an angle point. From this angle point, Link F6 proceeds in a southerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 3,900 feet to an angle point. This segment of Link F6 crosses CR 2134. From this angle point, Link F6 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Brazos EPC 138 kV transmission line for approximately 2,000 feet to an angle point. This segment of Link F6 also crosses the existing Brazos EPC 138 kV transmission line. From this angle point, Link F6 proceeds in a southerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 6,900 feet to an angle point. From this angle point, Link F6 12 proceeds in a south/southeasterly direction for approximately 2,000 feet to the intersection of Links F5, F6 and F7. This segment of Link F6 crosses FM 902. Link F7 From the intersection of Links F5, F6 and F7, Link F7 proceeds in an east/northeasterly direction parallel to and south/southeast of FM 902 for approximately 2,900 feet to an angle point. This segment of Link F7 crosses Hayesport Lane. From this angle point, Link F7 proceeds in an easterly direction for approximately 1,100 feet to an angle point. From this angle point, Link F7 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link F7 proceeds in an easterly direction for approximately 4,200 feet to an angle point. This segment of Link F6 crosses CR 203. From this angle point, Link F7 proceeds in a southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link F7 proceeds in an eastsoutheasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link F7 proceeds in an east/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link F7 proceeds in an easterly direction for approximately 900 feet to a slight angle point. From this slight angle point, Link F7 continues in an easterly direction for approximately 1,000 feet to a slight angle point. This segment of Link F7 crosses Timber Creek. From this slight angle point, Link F7 continues in an easterly direction for approximately 5,600 feet to an angle point. This segment of Link F7 crosses Cooke County/Grayson County line, Jordan Creek, and Jordan Creek Road. From this angle point, Link F7 proceeds in a southerly direction parallel to and east of Jordan Creek Road for approximately 1,600 feet to an angle point. From this angle point, Link F7 proceeds in an easterly direction for approximately 18,600 feet to the intersection of Links E62, F7, M and W1. This segment of Link F7 crosses UP Railroad, US Hwy 377, Jones Road, Spring Creek, Graham Grove Road, and Hog Creek. Link G1 From the intersection of Links 133 and G1, Link G1 proceeds in an easterly direction for approximately 3,400 feet to the intersection of Links G1, G21, and G41. A portion of Link G1 is parallel to and south of Sam Bass Road. Link G21 From the intersection of Links G1, G21, and G41, Link G21 proceeds in a southeasterly direction for approximately 2,100 feet to an angle point. From this angle point, Link G21 proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link G21 crosses Rector Road and an existing Oncor 138 kV transmission line. From this angle point, Link G21 proceeds in an easterly direction for approximately 3,100 feet to the intersection of Links G21, G22, and Y. This segment of Link G21 crosses an existing Brazos EPC 138 kV transmission line. Link G22 From the intersection of Links G21, G22, and Y, Link G22 proceeds in a northerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 2,400 feet to an angle point. From this angle point, Link G22 proceeds in an east/northeasterly direction for approximately 1,900 feet to an angle point. This segment of Link G22 crosses Rector Road and an existing Brazos EPC 138 kV transmission line. From this angle point, Link G22 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link G22 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 4,100 feet to an angle point. This segment of Link G22 crosses IH35 and Cowling Road. From this angle point, Link G22 proceeds in an east/southeasterly direction parallel to and north/northeast of an existing Brazos EPC 138 kV transmission line for approximately 14,700 feet to an angle point. This segment of Link G22 13 crosses BNSF Railroad, Rector Road, Clear Creek, and FM 2164. From this angle point, Link G22 proceeds in an easterly direction parallel to and north of an existing Brazos EPC 138 kV transmission line for approximately 1,500 feet to an angle point. From this angle point, Link G22 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link G22 proceeds in an easterly direction for approximately 3,400 feet to an angle point. This segment of Link G22 crosses Indian Wells Road, Mesquite Ridge, and an existing natural gas pipeline. From this angle point, Link G22 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing natural gas pipeline for approximately 900 feet to an angle point. This segment of Link G22 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link G22 proceeds in an easterly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 4,900 feet to an angle point. This segment of Link G22 crosses two existing natural gas pipelines. From this angle point, Link G22 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Brazos EPC 138 kV transmission line for approximately 1,700 feet to the intersection of Links G22, G3, and G7. Link G3 From the intersection of Links G22, G3, and G7, Link G3 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Brazos EPC 138 kV transmission line for approximately 4,200 feet to an angle point. From this angle point, Link G3 proceeds in an east/southeasterly direction for approximately 3,000 feet to an angle point. This segment of Link G3 crosses Shepard Road. From this angle point, Link G3 proceeds in an easterly direction parallel to and north of FM 428 for approximately 3,500 feet to the intersection of Links G3, H13, and H16. This segment of Link G3 crosses FM 2153, Culp Branch, two existing natural gas pipelines, and Zackery Road. Link G41 From the intersection of Links G1, G21, and G41, Link G41 proceeds in a northeasterly direction for approximately 2,400 feet to an angle point. This segment of Link G41 crosses Sam Bass Road. From this angle point, Link G41 proceeds in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 5,200 feet to the intersection of Links G41, G42, and G5. This segment of Link G41 crosses Clear Creek. Link G42 From the intersection of Links G41, G42, and G5, Link G42 proceeds in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 1,400 feet to the intersection of Links G42 and G6. Link G5 From the intersection of Links G41, G42, and G5, Link G5 proceeds in an easterly direction for approximately 7,300 feet to an angle point. This segment of Link G5 crosses an existing Oncor 138 kV transmission line, an existing Brazos EPC 138 kV transmission line, Clear Creek, and I1-135. From this angle point, Link G5 proceeds in a northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link G5 crosses Clear Creek and Cowling Road. From this angle point, Link G5 proceeds in a northerly direction parallel to and east of Cowling Road for approximately 1,500 feet to an angle point. From this angle point, Link G5 proceeds in an easterly direction for approximately 7,000 feet to a slight angle point. This segment of Link G5 crosses BNSF Railroad, Rector Road, and Ranger Branch. From this slight angle point, Link G5 continues in an easterly direction for approximately 4,000 feet to an angle point. From this angle point, Link G5 proceeds in a northerly direction for approximately 2,000 feet to an angle point. From this angle point, Link G5 continues in an easterly direction for approximately 3,800 feet to an angle point. This segment of Link G5 crosses Rainbow Valley Road. From this angle point, 14 Link G5 proceeds in a southerly direction for approximately 5,900 feet to an angle point. From this angle point, Link G5 proceeds in an easterly direction for approximately 5,600 feet to a slight angle point. This segment of Link G5 crosses FM 2164. From this slight angle point, Link G5 continues in an easterly direction for approximately 5,500 feet to a slight angle point. This segment of Link G5 crosses an existing natural gas pipeline. From this slight angle point, Link G5 continues in an easterly direction for approximately 3,700 feet to the intersection of Links G5, G7, and G8. This segment of Link G5 crosses Culp Branch. Link G6 From the intersection of Links G42 and G6, Link G6 proceeds in a north/northwesterly direction for approximately 2,400 feet to an angle point. From this angle point, Link G6 proceeds in a northerly direction for approximately 1,900 feet to an angle point. This segment of Link G6 crosses Duck Creek Road. From this angle point, Link G6 proceeds in an easterly direction parallel to and north of Duck Creek Road for approximately 1,000 feet to an angle point. From this angle point, Unk G6 proceeds in a northerly direction for approximately 5,300 feet to an angle point. From this angle point, Unk G6 proceeds in a northwesterly direction for approximately 1,200 feet to an angle point. This segment of Link G6 crosses FM 455 and Duck Creek. From this angle point, Link G6 proceeds in a northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link G6 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link G6 crosses an existing Oncor 138 kV transmission line. From this angle point, Link G6 proceeds in a northerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 7,600 feet to an angle point. This segment of Link G6 crosses Belz Road. From this angle point, Link G6 proceeds in an easterly direction for approximately 4,600 feet to an angle point. This segment of Unk G6 crosses Metz Road. From this angle point, Link G6 proceeds in a northerly direction parallel to and west of an existing Brazos EPC 138 kV transmission line for approximately 15,400 feet to an angle point. This segment of Link G6 crosses Lois Road, Ranger Branch, View Road, Pond Creek, Denton County / Cooke County line, and CR 200. From this angle point, Link G6 proceeds in a westerly direction for approximately 5,500 feet to an angle point. This segment of Link G6 crosses Pond Creek, an existing Oncor 138 kV transmission line, and CR 200. From this angle point, Link G6 proceeds in a northerly direction parallel to and west of CR 200 for approximately 2,200 feet to a slight angle point. This segment of Link G6 crosses Pond Creek and CR 200. From this slight angle point, Link G6 continues in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 1,200 feet to a slight angle point. From this slight angle point, Link G6 continues in a northerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 4,700 feet to an angle point. This segment of Link G6 crosses Little Indian Creek. From this angle point, Link G6 proceeds in a north/northeasterly direction parallel to and east/southeast of an existing Oncor 138 kV transmission line for approximately 5,300 feet to an angle point. This segment of Link G6 crosses the existing Oncor 138 kV transmission line, Little Indian Creek, and CR 204. From this angle point, Link G6 proceeds in a northerly direction for approximately 5,000 feet to the intersection of Links A7112, A712, and G6. This segment of Link G6 crosses the existing Oncor 138 kV transmission line, FM 2848, Indian Creek, and an existing Brazos EPC 138 kV transmission line. Link G7 (Bi-directional link From the intersection of Links G5, G7, and GO, Unk G7 proceeds in a southerly direction for approximately 4,700 feet to the intersection of Links G22, G3, and G7. This segment of Unk G7 crosses Culp Branch, two natural gas pipelines, and an existing Brazos EPC 138 kV transmission line. Link G7 (Bi-directional link) From the intersection of Links G22, G3, and G7, Link G7 proceeds in a northerly direction for approximately 4,700 feet to the intersection of Links G5, G7, and G8. This segment of Link G7 15 crosses an existing Brazos EPC 138 kV transmission line, two natural gas pipelines, and Culp Branch. Link G8 From the intersection of Links G5, G7, and G8, Link GO proceeds in an easterly direction for approximately 1,200 feet to a slight angle point. From this slight angle point, Link G8 continues in an easterly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link GO continues in an easterly direction for approximately 1,900 feet to an angle point. From this angle point, Link GO proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link GO crosses FM 2153. From this angle point, Link GO proceeds in an easterly direction parallel to and south of Burger Road for approximately 5,700 feet to an angle point. This segment of Link GO crosses Zackery Road. From this angle point, Link GO proceeds in an east/southeasterly direction for approximately 3,700 feet to the intersection of Links GO and H17. Link H101 From the intersection of Links C2 and H101, Link 11-1101 proceeds in an easterly direction for approximately 2,300 feet to an angle point. A portion of this segment of Link H101 is parallel to and south of an existing natural gas pipeline. This segment of Link H101 also crosses the existing natural gas pipeline. From this angle point, Link H101 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. This segment of Link H101 crosses FM 156 and BNSF Railroad. From this angle point, Link H101 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,400 feet to an angle point. This segment of Link 11-1101 crosses BNSF Railroad, Rector Road, and an existing Oncor 138 kV transmission line. From this angle point, Link H101 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing natural gas pipeline for approximately 2,700 feet to an angle point. From this angle point, Link H101 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 1,400 feet to the intersection of Links H101, H1021, and Y. This segment of Link H101 crosses an existing Brazos EPC 138 W transmission line. Link H1021 From the intersection of Links H101, H1021, and Y, Link H1021 proceeds in a southerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 6,500 feet to an angle point. This segment of Link H1021 crosses an existing natural gas pipeline, Ganzar Road, an existing Brazos EPC 138 kV transmission line and two additional natural gas pipelines. From this angle point, Link H1021 proceeds in an east/southeasterly direction for approximately 2,100 feet to a slight angle point. From this slight angle point, Link H1021 continues in an east/southeasterly direction parallel to and south/southwest of an existing Brazos EPC 138 kV transmission line for approximately 5,100 feet to an angle point. This segment of Link H1021 crosses IH35 and an existing natural gas pipeline. From this angle point, Link H1021 proceeds in an easterly direction parallel to and south of, and then north of, an existing natural gas pipeline for approximately 7,000 feet to an angle point. This segment of Link H1021 crosses an existing Brazos EPC 138 kV transmission line, the existing natural gas pipeline, and Bonnie Brae Street. From this angle point, Link H1021 proceeds in an east/northeasterly direction north of an existing natural gas pipeline for approximately 1,200 feet to an angle point. From this angle point, Link H1021 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 1,700 feet to a slight angle point. From this slight angle point, Link H1021 continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 1,900 feet to a slight angle point. This segment of Link H1021 crosses FM 2164. From this slight angle point, Link H1021 continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,900 16 feet to the intersection of Links H1021, H1022, and Z1. This segment of Link H1021 crosses Stuart Road. Link H1022 From the intersection of Links H1021, H1022, and Z1, Link H1022 proceeds in a northeasterly direction parallel to and northwest of an existing natural gas pipeline for approximately 2,800 feet to a slight angle point. From this slight angle point, Link H1022 continues in a northeasterly direction for approximately 1,500 feet to the intersection of Links H1022, H1023, and Z2. This segment of Link H1022 crosses an existing natural gas pipeline. Link H1023 From the intersection of Links H1022, H1023, and Z2, Link H1023 proceeds in a northeasterly direction for approximately 1,600 feet to a slight angle point. From this slight angle point, Link H1023 continues in a northeasterly direction parallel to and southeast of an existing natural gas pipeline for approximately 4,100 feet to an angle point. This segment of Link H1023 crosses Milam Creek and Clear Creek. From this angle point, Link H1023 proceeds in an easterly direction for approximately 2,200 feet to an angle point. This segment of Link H1023 crosses an existing natural gas pipeline. From this angle point, Link H1023 proceeds in a northeasterly direction parallel to and northwest of FM 428 for approximately 1,200 feet to an angle point. From this angle point, Link H1023 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. This segment of Link H1023 crosses FM 428. From this angle point, Link H1023 proceeds in an easterly direction for approximately 6,500 feet to an angle point. From this angle point, Link H1023 proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link H1023 proceeds in an easterly direction for approximately 2,100 feet to the intersection of Links H1023, H1024, and M. Link H1024 From the intersection of Links H1024 and H11 i , Link H1024 proceeds in a southerly direction for approximately 1,100 feet to the intersection of Links H1023, H1024 and Z3. This segment of Link H1024 crosses Culp Branch. Link H111 From the intersection of Links H111 and H112, Link H111 proceeds in a southerly direction parallel to and west of Elm Bottom Circle for approximately 1,900 feet to an angle point. From this angle point, Link H111 proceeds in a south/southeasterly direction for approximately 1,100 feet to the intersection of Links H1024 and H111. This segment of Link H111 crosses Elm Bottom Circle. Link H112 From the intersection of Links H112 and H13, Link H112 proceeds in a southerly direction parallel to and west of Elm Bottom Circle for approximately 800 feet to the intersection of Links H111 and H112. This segment of Link H111 crosses Christi Lane. Link H13 From the intersection of Links G3, H13, and H16, Link H13 proceeds in a southerly direction parallel to and west of Elm Bottom Circle for approximately 3,600 feet to the intersection of Links H112 and H13. This segment of Link H13 crosses FM 428. 17 Link H1512 From the intersection of Links H1512 and Z9, Link H1512 proceeds in a northerly direction for approximately 2,300 feet to the intersection of Links H1512 and H152. This segment of Link H1512 crosses FM 428. Link H152 From the intersection of Links H1512 and H152, Link H152 proceeds in a northerly direction for approximately 900 feet to the intersection of Links H152 and H19. This segment of Link H152 crosses Aubrey Branch. Link M16 From the intersection of Links H16 and H17, Link H16 proceeds in a south/southwesterly direction for approximately 2,000 feet to an angle point. This segment of Link H16 crosses two existing natural gas pipelines. From this angle point, Link H16 proceeds in a westerly direction parallel to and north of FM 428 for approximately 1,900 feet to the intersection of Links G3, HI and H16. Link H17 From the intersection of Links G8 and H17, Link H17 proceeds in a south/southwesterly direction for approximately 7,000 feet to the intersection of Links H16 and HIT This segment of Link H17 crosses an existing natural gas pipeline three times, another existing natural gas pipeline and an existing Brazos EPC 138 kV transmission tine. Link H19 From the intersection of Links H152 and 1-1119, Link 1-119 proceeds in an easterly direction parallel to and south of an existing Brazos EPC 138 kV transmission line for approximately 2,200 feet to an angle point. From this angle point, Link H19 proceeds in a north/northeasterly direction for approximately 3,200 feet to an angle point. This segment of Link H19 crosses an existing Brazos EPC 138 kV transmission line, two existing natural gas pipelines, and Blackjack Road. From this angle point, Link 1-119 proceeds in an easterly direction for approximately 2,000 feet to the intersection of Links H2 and 1-119. This segment of Link H19 crosses Wilson Road, 451.14:F From the intersection of Links H19 and 1-12, Link H2 proceeds in an easterly direction for approximately 2,200 feet to an angle point. This segment of Link H2 crosses Main Street. From this angle point, Link H2 proceeds in an east/southeasterly direction for approximately 2,000 feet to an angle point. This segment of Link H2 crosses two existing natural gas pipelines, Blackjack Road, FM 3524, UP Railroad, and Magnolia Street. From this angle point, Link H2 proceeds in an easterly direction parallel to and south of Blackjack Road for approximately 2,000 feet to an angle point. This segment of Link H2 crosses US Hwy 377. From this angle point, Link H2 proceeds in an east/southeasterly direction south of Blackjack Road for approximately 1,100 feet to an angle point. From this angle point, Link H2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 1,700 feet to an angle point. From this angle point, Link H2 proceeds in a northerly direction for approximately 2,200 feet to an angle point. This segment of Link H2 crosses an existing natural gas pipeline and Blackjack Road. From this angle point, Link H2 proceeds in an east/northeasterly direction south of an existing natural gas pipeline for approximately 1.000 feet to an angle point. From this angle point, Link H2 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 2,000 feet to an angle point. From this angle point, Link H2 proceeds in an east/northeasterly direction for approximately 1,000 feet to an angle point. This segment of Link 18 H2 crosses an existing natural gas pipeline. From this angle point, Link H2 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 6,400 feet to the intersection of Links H2, L, and 01. This segment of Link H2 crosses FM 2931 and an existing natural gas pipeline. Link K1 From the intersection of Links K1 and L, Link K1 proceeds in a northerly direction for approximately 4,400 feet to the intersection of Links K1, K2, and K3. This segment of Link K1 crosses an existing natural gas pipeline. Link K2 From the intersection of Links K1, K2, and K3, Link K2 proceeds in a northerly direction for approximately 3,300 feet to the intersection of Links K2 and N. This segment of Link K2 crosses Joe Allen Road. Link K3 From the intersection of Links K1, K2, and K3, Unk K3 proceeds in an easterly direction for approximately 6,500 feet to an angle point. A portion of this segment of Link K3 is parallel to and north of Joe Allen Road. This segment of Link K3 crosses Joe Allen Road twice, Pecan Creek, and Pecan Valley Road. From this angle point, Unk K3 proceeds in a northerly direction for approximately 1,100 feet to an angle point. This segment of Unk K3 crosses Joe Allen Road. From this angle point, Link K3 proceeds in an easterly direction parallel to and north of Joe Allen Road for approximately 1,100 feet to an angle point. From this angle point, Link K3 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link K3 crosses FM 1385. From this angle point, Link K3 proceeds in an easterly direction for approximately 3,500 feet to an angle point. This segment of Link K3 crosses Lights Ranch Road. From this angle point, Unk K3 proceeds in a northerly direction parallel to and east of Lights Ranch Road for approximately 2,600 feet to an angle point. From this angle point, Link K3 proceeds in an easterly direction parallel to and south of Shearer Road for approximately 5,700 feet to an angle point. This segment of Link K3 crosses Mustang Creek and Harries Road. From this angle point, Link K3 proceeds in a northerly direction parallel to and east of Harries Road for approximately 1,600 feet to an angle point. From this angle point, Link K3 proceeds in an easterly direction for approximately 4,800 feet to an angle point. From this angle point, Link K3 proceeds in a south/southeasterly direction for approximately 3,100 feet to an angle point. This segment of Unk K3 crosses Little Elm Creek. From this angle point, Link K3 proceeds in an easterly direction for approximately 4,400 feet to an angle point. This segment of Link K3 crosses CR 9 and Collin County/Denton County line. From this angle point, Link K3 proceeds in a southerly direction parallel to and east of CR 9 for approximately 1,900 feet to the intersection of Links K3, 01, and 02. Link L From the intersection of Links 1-112, L, and 01, Unk L proceeds in a northerly direction for approximately 1,600 feet to the intersection of Links K1 and L. This segment of Link L crosses an existing natural gas pipeline and Mustang Road. Link M From the intersection of Links E62, F7, M and W1, Link M proceeds in a southerly direction for approximately 7,300 feet to an angle point. This segment of Link M crosses Hogcreek Road and Hog Town Road. From this angle point, Unk M proceeds in an easterly direction parallel to and south of Hog Town Road for approximately 8,700 feet to an angle point. This segment of Link M crosses Lewis Road and Hunter Road. From this angle point, Link M proceeds in an 19 east/northeasterly direction for approximately 5,100 feet to an angle point. This segment of Link M crosses Case Creek. From this angle point, Link M proceeds in an easterly direction for approximately 2,000 feet to an angle point. This segment of Link M crosses Range Creek. From this angle point, Link M proceeds in an east/southeasterly direction for approximately 1,900 feet to an angle point. This segment of Link M crosses Rocky Ford Road. From this angle point, Link M proceeds in an easterly direction parallel to and south of FM 902 for approximately 3,500 feet to an angle point. From this angle point, Link M proceeds in a southerly direction parallel to and west of McDonald Road for approximately 11,900 feet to an angle point. From this angle point, Link M proceeds in a westerly direction parallel to and north of Kimberlin Road for approximately 1,800 feet to an angle point. From this angle point, Link M proceeds in a southerly direction for approximately 12,600 feet to an angle point. This segment of Link M crosses Kimberlin Road, Buck Creek, and FM 121. From this angle point, Link M proceeds in a south/southeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link M proceeds in a southerly direction for approximately 3,600 feet to an angle point. This segment of Link M crosses Stiff Chapel Road and Walnut Fork Creek. From this angle point, Link M proceeds in a south/southwesterly direction for approximately 2,100 feet to an angle point. This segment of Link M crosses Walnut Fork. From this angle point, Link M proceeds in a southerly direction for approximately 2,800 feet to a slight angle point. This segment of Link M crosses Walnut Fork. From this slight angle point, Link M continues in a southerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link M continues in a southerly direction parallel to and east of Old Scaggs School Road for approximately 6,100 feet to an angle point. This segment of Link M also crosses Old Scaggs School Road. From this angle point, Link M proceeds in an easterly direction parallel to and north of County Line Road for approximately 800 feet to an angle point. From this angle point, Link M proceeds in a southerly direction for approximately 2,600 feet to the intersection of Links M, P, and R1. This segment of Llnk M crosses County Line Road and the Grayson/Collin county line. Link N From the intersection of Links K2 and N, Link N proceeds in a northerly direction for approximately 1,000 feet to an angle point. From this angle point, Link N proceeds in a north/northeasterly direction for approximately 600 feet to an angle point. From this angle point, Link N proceeds in a northerly direction for approximately 1,200 feet to an angle point. This segment of Link N crosses Friendship Road. From this angle point, Link N proceeds in a north/northeasterly direction for approximately 1,400 feet to an angle point. This segment of Link N crosses Dane Road. From this angle point, Link N proceeds in an easterly direction for approximately 7,300 feet to an angle point. A portion of this segment of Link N is parallel to and north of Dane Road. This segment of Link N crosses Foutch Road, Pecan Creek, and FM 1385. From this angle point, Link N proceeds in a southerly direction parallel to and east of FM 1385 for approximately 1,200 feet to an angle point. From this angle point, Link N proceeds in an easterly direction for approximately 4,100 feet to an angle point. From this angle point, Link N proceeds in a northerly direction parallel to and west of Lights Ranch Road for approximately 4,200 feet to a slight angle point. From this slight angle point, Link N continues in a northerly direction for approximately 3,800 feet to an angle point. A portion of this segment of Link N is parallel to and west of Lights ranch Road. This segment of Link N crosses Lights Ranch Road and an existing natural gas pipeline. From this angle point, Link N proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,300 feet to a slight angle point. From this slight angle point, Link N continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 3,300 feet to a slight angle point. This segment of Link N crosses Mustang Creek. From this slight angle point, Link N continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 2,700 feet to a slight angle point. From this slight angle point, Link N continues in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 5,600 feet to an angle point. This segment of Link N crosses Tischler Road, an existing natural gas pipeline, and Riley Road. From this angle point, Link N proceeds in an east/southeasterly direction parallel to and south/southwest of FM 455 for approximately 2,000 feet to an angle point. From this angle point, 20 Link N proceeds in a southerly direction for approximately 2,200 feet to an angle point. From this angle point, Link N proceeds in an east/southeasterly direction for approximately 2,200 feet to an angle point. This segment of Link N crosses Collin County/Denton County line and Little Elm Creek. From this angle point, Link N proceeds in an east/northeasterly direction for approximately 2,200 feet to an angle point. From this angle point, Link N proceeds in an easterly direction for approximately 2,300 feet to an angle point. This segment of Link N crosses FM 455. From this angle point, Link N proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Unk N proceeds in an east/southeasterly direction for approximately 2,200 feet to an angle point. From this angle point, Link N proceeds in an easterly direction for approximately 1,100 feet to the intersection of Links N, P, 02, and S. Link 01 From the intersection of Links 1-12, L, and 01, Link 01 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 3,400 feet to an angle point. This segment of Link 01 also crosses an existing natural gas pipeline. From this angle point, Link 01 proceeds in a southerly direction for approximately 3,500 feet to an angle point. This segment of Link 01 also crosses the same existing natural gas pipeline. From this angle point, Link 01 proceeds in an easterly direction for approximately 4,500 feet to a slight angle point. This segment of Link 01 crosses Pecan Creek and Coffey Road. From this slight angle point, Link 01 continues in an easterly direction for approximately 3,800 feet to the intersection of Links 01, 02, and 05. This segment of Link 01 crosses Mustang Creek. Link 02 From the intersection of Links 01, 02, and 05, Link 02 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 1,200 feet to an angle point. From this angle point, Link 02 proceeds in an easterly direction for approximately 6,200 feet to an angle point. This segment of Link 02 crosses FM 1385 and Little Elm Creek. From this angle point, Link 02 proceeds in an east/northeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link 02 proceeds in an easterly direction for approximately 5,100 feet to an angle point. A portion of this segment of Link 02 is parallel to and south of Smiley Road. This segment of Link 02 crosses Smiley Road and Celina Road. From this angle point, Link 02 proceeds in a northerly direction for approximately 2,300 feet to the intersection of Links 02, 01, and Ti . Link 03 From the intersection of Links 03, ZS, and Z9, Link 03 proceeds in an easterly direction for approximately 2,800 feet to an angle point. This segment of Link 03 crosses Higbie Lane. From this angle point, Link 03 proceeds in an east/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 1,000 feet to an angle point. This segment of Link 03 crosses New Hope Road. From this angle point, Link 03 proceeds in a southerly direction parallel to and east of New Hope Road for approximately 1,400 feet to a slight angle point. This segment of Link 03 crosses Arvin Hill Road. From this slight angle point, Link 03 continues in a southerly direction parallel to and east of New Hope Road for approximately 1,200 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 1,300 feet to an angle point. From this angle point, Link 03 proceeds in a southerly direction for approximately 1,200 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 700 feet to an angle point. From this angle point, Link 03 proceeds in a southerly direction for approximately 1,200 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 2,100 feet to a slight angle point. This segment of Link 03 crosses US Hwy 377. From this slight angle point, Link 03 continues in an easterly direction for approximately 4,500 feet to an angle point. A portion of this segment of Link 03 is parallel to and north of Liberty Road. This segment of Link 03 crosses Liberty Road and Cantrell Slough. From 21 this angle point, Link 03 proceeds in a northerly direction for approximately 2,700 feet to an angle point. This segment of Link 03 crosses an existing Brazos EPC 138 W transmission line. From this angle point, Link 03 proceeds in an easterly direction for approximately 9,900 feet to an angle point. A portion of this segment of Link 03 is parallel to and south of Ike Byrom Road. This segment of Link 03 crosses Running Branch and FM 2931. From this angle point, Link 03 proceeds in an east/northeasterly direction for approximately 2,100 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 3,300 feet to an angle point. This segment of Link 03 crosses Pecan Creek and Little Elm Creek. From this angle point, Link 03 proceeds in a south/southeasterly direction for approximately 3,000 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction for approximately 3,000 feet to an angle point. From this angle point, Link 03 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link 03 proceeds in an easterly direction parallel to and north of Bryan Road for approximately 2,200 feet to the intersection of Links 03, 04, and T5. AM, XOTI From the intersection of Links 03, 04, and T5, Link 04 proceeds in a northerly direction for approximately 2,000 feet to an angle point. From this angle point, Link 04 proceeds in a north/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link 04 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 6,700 feet to the intersection of Links 04, 05, and U. This segment of Link 04 crosses Bonar Road and an existing natural gas pipeline. Link 05 (Bi-directional link From the intersection of Links 04, 05, and T4, Link 05 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 6,400 feet to a slight angle point. This segment of Link 05 crosses Little Elm Creek and FM 428. From this slight angle point, Link 05 proceeds in a northerly direction parallel to and west of FM 1385 for approximately 3,800 feet to the intersection of Links 01, 02, and 05. Link 05 (Bi-directional link From the intersection of Links 01, 02, and 05, Link 05 proceeds in a southerly direction parallel to and west of FM 1385 for approximately 3,800 feet to a slight angle point. From this slight angle point, Link 05 proceeds in a southerly direction parallel to and west of FM 1385 for approximately 6,400 feet to the intersection of Unks 04, 05, and T4. This segment of Link 05 crosses FM 428 and Little Elm Creek. Link _P_(Bi-directional link From the intersection of Links N, P, 02, and S, Link P proceeds in a northerly direction for approximately 12,000 feet to an angle point. A portion of this segment of Link P is parallel to and east of CR 58. This segment of Link P crosses CR 58 and CR 59. From this angle point, Link P proceeds in a west/northwesterly direction for approximately 1,100 feet to an angle point. This segment of Link P crosses Clarks Branch. From this angle point, Link P proceeds in a northerly direction for approximately 2,000 feet to the intersection of Links M, P, and R1. This segment of Link P crosses Little Elm Creek and an existing natural gas pipeline. Link P (Bi-directional link) From the intersection of Unks M, P, and R1, Link P proceeds in a southerly direction for approximately 2,000 feet to an angle point. This segment of Link P crosses Little Elm Creek and an existing natural gas pipeline. From this angle point, Link P proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link P crosses Clarks 22 Branch. From this angle point, Link P proceeds in a southerly direction for approximately 12,000 feet to the intersection of Links N, P, 02, and S. A portion of this segment of Link P is parallel to and east of CR 58. This segment of Link P crosses CR 59 and CR 58. Link Q1 (Bi-directional link From the intersection of Links 02, 01, and T1, Link 01 proceeds in a northerly direction for approximately 1,700 feet to an angle point. A portion of this segment of Link Q1 is parallel to and west of an existing natural gas pipeline. This segment of Link 01 crosses two existing natural gas pipelines. From this angle point, Link 01 proceeds in a north/northeasterly direction for approximately 5,600 feet to the intersection of Links K3, 01, and 02. This segment of Link 01 crosses CR 8, CR 9, and Collin County/Denton County line. Link 01 (BI-directional link) From the intersection of Links K3, 01, and 02, Link 01 proceeds in a south/southwesterly direction for approximately 5,600 feet to an angle point. This segment of Link 01 crosses Collin County/Denton County line, CR 9, and CR 8. From this angle point, 01 proceeds in a southerly direction for approximately 1,700 feet to the intersection of Links 02, 01, and T1. A portion of this segment of Link 01 is parallel to and west of an existing natural gas pipeline. This segment of Link 01 crosses two existing natural gas pipelines. Link 02 From the intersection of Links K3, 01, and Q2, Link 02 proceeds in an easterly direction parallel to and north of two existing natural gas pipelines for approximately 2,200 feet to an angle point. From this angle point, Link 02 proceeds in a northerly direction for approximately 3,300 feet to an angle point. A portion of this segment of Link 02 is parallel to and west of two existing natural gas pipelines. This segment of Link 02 crosses CR 9. From this angle point, Link 02 proceeds in an easterly direction for approximately 8,000 feet to an angle point. This segment of Link Q2 crosses two existing natural gas pipelines and FM 455. From this angle point, Link 02 proceeds in a northerly direction for approximately 6,000 feet to the intersection of Links N, P, 02, and S. A portion of this segment of Link 02 is parallel to and west of two existing natural gas pipelines. This segment of Link 02 also crosses the two existing natural gas pipelines. Link R1 From the intersection of Links M, P, and R1, Link R1 proceeds in an easterly direction for approximately 4,100 feet to an angle point. This segment of Link R1 crosses Little Elm Creek. From this angle point, Link R1 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link R1 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 4,300 feet to an angle point. This segment of Link R1 crosses an existing natural gas pipeline. From this angle point, Link R1 proceeds in an east/northeasterly direction for approximately 2,400 feet to an angle point. This segment of Link R1 crosses Clarks Branch. From this angle point, Unk R1 proceeds in an easterly direction for approximately 7,300 feet to an angle point. This segment of Link R1 crosses BNSF Railroad, SH 289, Clarks Branch twice and two existing natural gas pipelines. From this angle point, Link R1 proceeds in a northerly direction parallel to and west of CR 132/Fox Lane for approximately 4,100 feet to an angle point. This segment of Link R1 crosses two existing natural gas pipelines, County Line Road, Collin County/Grayson County line, and Fox Lane. From this angle point, Link R1 proceeds in an easterly direction for approximately 3,000 feet to the intersection of Links R1, R21, and W3. This segment of Link R1 crosses Block Road. 23 Link R21 From the intersection of Links R1, R21, and W3, Link R21 proceeds in an easterly direction for approximately 4,200 feet to an angle point. This segment of Link R21 crosses Honey Creek. From this angle point, Link R21 proceeds in an east/southeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link R21 proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 3,200 feet to the intersection of Links R21, R22, and R42. This segment of Link R21 crosses an existing natural gas pipeline and an existing Oncor 138 kV transmission line. Link R22 From the intersection of Links R21, R22, and R42, Link R22 proceeds in an easterly direction for approximately 1,300 feet to an angle point. This segment of Link R22 crosses an existing natural gas pipeline and Red Maple Road. From this angle point, Link R22 proceeds in an east/northeasterly direction for approximately 900 feet to an angle point. From this angle point, Link R22 proceeds in an easterly direction parallel to and south of an existing natural gas pipeline for approximately 1,700 feet to an angle point. From this angle point, Link R22 proceeds in a southerly direction for approximately 6,400 feet to an angle point. This segment of Link R22 crosses Collin County/Grayson County line and CR 179, From this angle point, Link R22 proceeds in a south/southeasterly direction for approximately 2,700 feet to an angle point. From this angle point, Link R22 proceeds in a southerly direction for approximately 3,000 feet to the intersection of Links R22, R3, and X4. This segment of Link R22 crosses CR 177. Link R3 From the intersection of Links R22, R3, and X4, Link R3 proceeds in a south/southwesterly direction for approximately 900 feet to an angle point. From this angle point, Link R3 proceeds in a southerly direction for approximately 2,800 feet to an angle point. This segment of Link R3 crosses CR 173 and CR 134. From this angle point, Link R3 proceeds in a south/southwesterly direction for approximately 2,300 feet to an angle point. From this angle point, Link R3 proceeds in a southerly direction for approximately 2,800 feet to an angle point. This segment of Link R3 crosses an existing natural gas pipeline. From this angle point, Link R3 proceeds in an east/southeasterly direction for approximately 1,300 feet to a slight angle point. This segment of Link R3 crosses FM 455. From this slight angle point, Link R3 continues in an east/southeasterly direction for approximately 1,900 feet to an angle point. From this angle point, Link R3 proceeds in a southerly direction for approximately 4,400 feet to the intersection of Links R3, S, and U. Link R41 From the intersection of Links R41, X11, and X12, Link R41 proceeds in a south/southwesterly direction parallel and east/southeast of an existing Oncor 138 kV transmission line for approximately 10,000 feet to an angle point. This segment of Link R41 crosses South Branch Choctaw Creek. From this angle point, Link R41 proceeds in a southerly direction for approximately 4,200 feet to an angle point. This segment of Link R41 crosses FM 902. From this angle point, Link R41 proceeds in a westerly direction parallel to and south of FM 902 for approximately 1,200 feet to an angle point. This segment of Link R41 crosses an existing natural gas pipeline. From this angle point, Link R41 proceeds in a south/southwesterly direction parallel and east/southeast of an existing Oncor 138 kV transmission line for approximately 7,900 feet to the intersection of Links R41, R42, X21, and X22. This segment of Link R41 crosses an existing natural gas pipeline, Squirrel Creek, and Bradshaw Road. Link R42 From the intersection of Links R41, R42, X21, and X22, Link R42 proceeds in a south/southwesterly direction parallel and east/southeast of an existing Oncor 138 kV 24 transmission line for approximately 34,200 feet to an angle point. This segment of Link R42 crosses McBee Road, Hatt Cemetery Road, Vineyard Road, Tolbert Road, East Fork Trinity River, River Bend Road, FM 121, and Stanley Creek. From this angle point, Link R42 proceeds in a southerly direction for approximately 4,300 feet to the intersection of Links R21, R22, and R42. This segment of Link R42 crosses Burke Road. Unk S From the intersection of Links N, P, 02, and S, Link S proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 3,600 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline. From this angle point, Link S proceeds in an east/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline. From this angle point, Unk S proceeds in an easterly direction for approximately 1,000 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline. From this angle point, Link S proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. This segment of Unk S crosses an existing natural gas pipeline and Business SH 289. From this angle point, Link S proceeds in an easterly direction parallel to and north of an existing natural gas pipeline for approximately 6,200 feet to an angle point. This segment of Link S crosses BNSF Railroad and SH 289. From this angle point, Link S proceeds in a southerly direction for approximately 8,000 feet to an angle point. This segment of Link S crosses an existing natural gas pipeline and CR 100. From this angle point, Link S proceeds in an easterly direction for approximately 3,000 feet to an angle point. This segment of Link S crosses CR 97. From this angle point, Unk S proceeds in a southerly direction parallel to and west of CR 101 for approximately 2,100 feet to an angle point. From this angle point, Link S proceeds in an easterly direction parallel to and south of FM 455 for approximately 2,700 feet to an angle point. This segment of Link S crosses CR 101 and FM 455. From this angle point, Link S proceeds in a north/northeasterly direction for approximately 900 feet to an angle point. This segment of Link S crosses FM 455. From this angle point, Link S proceeds in an easterly direction parallel to and north of FM 455 for approximately 2,700 feet to an angle point. This segment of Link S crosses FM 455, and an existing Oncor 138 kV transmission line. From this angle point, Link S proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link S proceeds in an easterly direction parallel to and south of FM 455 for approximately 3,800 feet to an angle point. From this angle point, Link S proceeds in a northerly direction for approximately 900 feet to an angle point. This segment of Link S crosses FM 455. From this angle point, Link S proceeds in an easterly direction for approximately 6,300 feet to an angle point. This segment of Unk S crosses FM 455 and CR 172. From this angle point, Unk S proceeds in a south/southeasterly direction for approximately 900 feet to an angle point. From this angle point, Link S proceeds in an easterly direction for approximately 4,800 feet to the intersection of Links R3, S, and U. This segment of Unk S crosses Honey Creek. Link Ti From the intersection of Links 02, 01, and T1, Link T1 proceeds in an easterly direction for approximately 1,200 feet to an angle point. From this angle point, Link Ti proceeds in an east/southeasterly direction for approximately 2,300 feet to an angle point. This segment of Link T1 crosses Collin County/Denton County line. From this angle point, Link Ti proceeds in an easterly direction for approximately 8,700 feet to an angle point. This segment of Link T1 crosses CR 54. From this angle point, Link T1 proceeds in a southerly direction for approximately 1,200 feet to an angle point. From this angle point, Link Ti proceeds in a south/southeasterly direction for approximately 1,400 feet to an angle point. From this angle point, Link Ti proceeds in a southerly direction parallel to and east of CR 52 for approximately 3,600 feet to an angle point. This segment of Link T1 crosses FM 428. From this angle point, Link Ti proceeds in an easterly direction for approximately 1,000 feet to the intersection of Links T1, T2, and T4. 25 Link T2 From the intersection of Links Ti, T2, and T4, Link T2 proceeds in an easterly direction for approximately 3,700 feet to an angle point. This segment of Link T2 crosses an existing natural gas pipeline, Doe Branch, and CR 53. From this angle point, Link T2 proceeds in a north/northeasterly direction parallel to and west/northwest of BNSF Railroad for approximately 1,500 feet to an angle point. From this angle point, Link T2 proceeds in an easterly direction for approximately 9,400 feet to an angle point. This segment of Link T2 crosses BNSF Railroad, SH 289, and CR 87. From this angle point, Link T2 proceeds in an east/southeasterly direction for approximately 1,300 feet to an angle point. From this angle point, Link T2 proceeds in an easterly direction for approximately 7,800 feet to an angle point. This segment of Link T2 crosses Wilson Creek, an existing Oncor 138 kV transmission line, and FM 2478. From this angle point, Link T2 proceeds in a southerly direction parallel to and east of FM 2478 for approximately 2,600 feet to an angle point. From this angle point, Link T2 proceeds in an easterly direction parallel to and north of CR 125 for approximately 15,900 feet to the intersection of Links T2, T3, and T5. This segment of Link T2 crosses Stover Creek, CR 126, and CR 125. Link T3 From the intersection of Unks T2, T3, and T5, Link T3 proceeds in a northeasterly direction parallel to and northwest of an existing Oncor 345 kV transmission line for approximately 12,700 feet to the intersection of Links T3, U, and V. This segment of Link T3 crosses CR 125, Honey Creek, FM 543, and CR 205. Link T4 From the intersection of Links 04, 05, and T4, Link T4 proceeds in an easterly direction for approximately 1,800 feet to an angle point. This segment of Unk T4 crosses FM 1385. From this angle point, Link T4 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Unk T4 proceeds in an easterly direction for approximately 4,700 feet to an angle point. From this angle point, Link T4 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Unk T4 proceeds in an easterly direction parallel to and north of Carey Road for approximately 8,600 feet to an angle point. This segment of Link T4 crosses Smiley Road, Collin County/Denton County line and CR 6. From this angle point, Unk T4 proceeds in a northerly direction parallel to and east of Collin County/Denton County line and CR 6 for approximately 2,200 feet to a slight angle point. From this slight angle point, Link T4 continues in a northerly direction parallel to and east of Collin County/Denton County line and CR 6 for approximately 1,100 feet to an angle point. This segment of Link T4 crosses CR 7. From this angle point, Link T4 proceeds in an easterly direction for approximately 1,900 feet to a slight angle point. From this slight angle point, Link T4 continues in an easterly direction parallel to and north of CR 7 for approximately 1,100 feet to a slight angle point. From this slight angle point, Link T4 continues in an easterly direction for approximately 6,600 feet to an angle point. A portion of this segment of Link T4 is parallel to and north of CR 7. This segment of Link T4 crosses CR 50 and Dallas Parkway. From this angle point, Link T4 proceeds in a northerly direction parallel to and west of an existing natural gas pipeline for approximately 4,300 feet to the intersection of Links T1, T2, and T4. This segment of Link T4 crosses CR 51. Link T5 From the intersection of Links 03, 04, and T5, Link TS proceeds in an easterly direction for approximately 700 feet to an angle point. This segment of Link TS crosses FM 1385. From this angle point, Link TS proceeds in a southerly direction parallel to and east of FM 1385 for approximately 2,500 feet to an angle point. From this angle point, Link TS proceeds in an easterly direction for approximately 3,500 feet to an angle point. From this angle point, Link T5 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of 26 Link T5 crosses Doe Branch. From this angle point, Link T5 proceeds in a south/southeasterly direction for approximately 1,800 feet to an angle point. From this angle point, Link T5 proceeds in a southerly direction for approximately 2,000 feet to an angle point. From this angle point, Link T5 proceeds in a south/southwesterly direction for approximately 1,000 feet to an angle point. This segment of Link T5 crosses Fishtrap Road. From this angle point, Link T5 proceeds in a southerly direction parallel to and east of Gee Road/FM 423 for approximately 4,800 feet to an angle point. This segment of Link T5 crosses US Hwy 380. From this angle point, Link T5 proceeds in an easterly direction for approximately 6,000 feet to an angle point. This segment of Link T5 crosses Hawkins Lane and Fields Road. From this angle point, Link T5 proceeds in an east/northeasterly direction for approximately 2,000 feet to an angle point. From this angle point, Link T5 proceeds in an easterly direction parallel to and south of US Hwy 380 for approximately 13,200 feet to a slight angle point. This segment of Link TS crosses Collin County/Denton County line, CR 26, an existing natural gas pipeline, Dallas Parkway, and BNSF Railroad. From this slight angle point, Link T5 proceeds in an east/northeasterly direction for approximately 1,100 feet to a slight angle point. This segment of Link TS crosses an existing natural gas pipeline. From this slight angle point, Link T5 proceeds in an easterly direction parallel to and south of US Hwy 380 for approximately 14,600 feet to an angle point. This segment of Link T5 crosses SH 289, Parvin Branch, an existing Oncor 138 kV transmission line, an existing Oncor 345 kV transmission line and CR 72. From this angle point, Link T5 proceeds in an east/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link T5 proceeds in a north/northeasterly direction for approximately 2,400 feet to an angle point. This segment of Link TS crosses US Hwy 380. From this angle point, Link T5 proceeds in a northeasterly direction for approximately 500 feet to an angle point. From this angle point, Link TS proceeds in a northerly direction for approximately 3,800 feet to an angle point. This segment of Link T5 crosses CR 79. From this angle point, Link T5 proceeds in an east/northeasterly direction parallel to and south/southeast of an existing Oncor 345 kV transmission line for approximately 6,800 feet to an angle point. This segment of Link T5 crosses Wilson Creek. From this angle point, Link T5 proceeds in an easterly direction parallel to and south of CR 123 for approximately 6,700 feet to an angle point. This segment of Link T5 crosses FM 2478 and CR 124. From this angle point, Link TS proceeds in a northerly direction for approximately 3,900 feet to an angle point. This segment of Link T5 crosses CR 123. From this angle point, Link TS proceeds in a north/northeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link T5 proceeds in a northerly direction for approximately 1,200 feet to an angle point. This segment of Link T5 crosses FM 1461 and an existing Oncor 345 kV transmission line. From this angle point, Link T5 proceeds in a northeasterly direction parallel to and northeast of an existing Oncor 345 kV transmission line for approximately 14,700 feet to the intersection of Links T2, T3, and T5. This segment of Link T5 crosses Stover Creek and CR 168. Link U From the intersection of Links R3, S, and U, Link U proceeds in a southerly direction for approximately 4,200 feet to an angle point. This segment of Link U crosses CR 171. From this angle point, Link U proceeds in an easterly direction for approximately 1,300 feet to a slight angle point. From this slight angle point, Link U continues in an easterly direction for approximately 2,700 feet to an angle point. From this angle point, Link U proceeds in a southerly direction for approximately 900 feet to an angle point. From this angle point, Link U proceeds in an easterly direction for approximately 2,900 feet to an angle point. A portion of this segment of Link U is parallel to and north of CR 206. This segment of Link U crosses FM 543. From this angle point, Link U proceeds in a southerly direction for approximately 1,800 feet to an angle point. This segment of Link U crosses CR 206. From this angle point, Link U proceeds in an easterly direction for approximately 2,700 feet to the intersection of Links T3, U, and V. Link V From the intersection of Links T3, U, and V, Link V proceeds in a northeasterly direction parallel to and northwest of an existing Oncor 345 kV transmission line for approximately 1,300 feet to an 27 angle point. From this angle point, Link V proceeds in an easterly direction parallel to and north of an existing Oncor 345 kV transmission line for approximately 1,100 feet to an angle point. From this angle point, Link V proceeds in a northerly direction for approximately 200 feet to the intersection of Links V, VO, and X5. Link)AO From the intersection of Links V, VO, and X5, Link VO proceeds in an easterly direction for approximately 600 feet to the existing Anna Switching Station which is located approximately 700 feet south of CR 206, 4,600 feet north of CR 205, and 6,900 feet east of FM 543 in Collin County. Link W1 From the intersection of Links E62, F7, M and W1, Link W1 proceeds in an easterly direction parallel to and north of Hogcreek Road for approximately 2,400 feet to an angle point. From this angle point, Link W1 proceeds in an east/southeasterly direction for approximately 1,200 feet to an angle point. This segment of Link W1 crosses Hogcreek Road and Ethel Cemetery Road. From this angle point, Link W1 proceeds in an easterly direction for approximately 2,800 feet to an angle point. This segment of Unk W1 crosses FM 902. From this angle point, Link W1 proceeds in an east/northeasterly direction for approximately 1,900 feet to an angle point. This segment of Link W1 crosses Burgin Road. From this angle point, Link WI proceeds in an easterly direction for approximately 3,000 feet to an angle point. This segment of Link W1 crosses Minnis Road. From this angle point, Link W1 proceeds in a south/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link W1 proceeds in an easterly direction for approximately 3,300 feet to a slight angle point. This segment of Link W1 crosses Case Creek and Range Creek Road. From this slight angle point, Link W1 continues in an easterly direction parallel to and south of Range Creek Road for approximately 4,100 feet to an angle point. From this angle point, Link W1 proceeds in an east/southeasterly direction for approximately 2,300 feet to an angle point. This segment of Link W1 crosses Range Creek. From this angle point, Link W1 proceeds in an easterly direction for approximately 6,800 feet to the intersection of Links W1, W2, and W72. This segment of Unk W1 crosses Range Creek Road and Little Elm Creek. Link W2 From the intersection of Links WI, W2, and W72, Link W2 proceeds in a southerly direction for approximately 5,800 feet to an angle point. This segment of Link W2 crosses Little Elm Creek. From this angle point, Link W2 proceeds in a south/southeasterly direction for approximately 5,300 feet to the intersection of Links W2, W3, and X21. This segment of Link W2 crosses FM 902. Link W3 From the intersection of Links W21, W3, and X21, Link W3 proceeds in a southerly direction for approximately 20,400 feet to an angle point. This segment of Link W3 crosses Buck Creek, Bounds Ranch Road, and FM 121. From this angle point, Link W3 proceeds in a south/southeasterly direction for approximately 3,300 feet to an angle point. This segment of Link W3 crosses Little Elm Creek and Little Elm Creek Road. From this angle point, Link W3 proceeds in a southerly direction for approximately 2,200 feet to an angle point. From this angle point, Link W3 proceeds in an easterly direction for approximately 3,600 feet to an angle point. This segment of Link W3 crosses an existing natural gas pipeline. From this angle point, Link W3 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W3 crosses BNSF Railroad and SH 289. From this angle point, Link W3 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W3 crosses Sharp Road. From this angle point, Link W3 proceeds in an easterly direction for approximately 4,400 feet to an angle point. This segment of Link W3 crosses Block Road. From 28 this angle point, Link W3 proceeds in a southerly direction parallel to and east of Block Road for approximately 10,300 feet to the intersection of Links R1, R21, and W3. This segment of Link W3 crosses Burke Road. Link W4 From the intersection of Links E3, F2, and W4, Link W4 proceeds in an easterly direction for approximately 1,900 feet to an angle point. From this angle point, Link W4 proceeds in a northerly direction for approximately 1,800 feet to an angle point. This segment of Link W4 crosses FM 678 and an existing Brazos EPC 138 kV transmission line. From this angle point, Link W4 proceeds in an easterly direction for approximately 1,400 feet to an angle point. From this angle point, Link W4 proceeds in an east/southeasterly direction for approximately 900 feet to an angle point. This segment of Link W4 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link W4 proceeds in an east/northeasterly direction parallel to and south/southeast of an existing Brazos EPC 138 kV transmission line for approximately 4,000 feet to an angle point. This segment of Link W4 crosses Indian Creek. From this angle point, Link W4 proceeds in a northerly direction for approximately 2,200 feet to a slight angle point. This segment of Link W4 crosses an existing Brazos EPC 138 kV transmission line. From this slight angle point, Link W4 continues in a northerly direction for approximately 1,400 feet to a slight angle point. This segment of Link W4 crosses an existing Oncor 69 kV transmission line. From this slight angle point, Link W4 continues in a northerly direction parallel to and west of CR 178 for approximately 1,400 feet to an angle point. This segment of Link W4 crosses CR 178. From this angle point, Link W4 proceeds in an easterly direction parallel to and north of CR 178 for approximately 2,000 feet to an angle point. From this angle point, Link W4 continues in an east/northeasterly direction for approximately 1,800 feet to an angle point. This segment of Link W4 crosses Buck Creek. From this angle point, Link W4 proceeds in an easterly direction for approximately 1,500 feet to an angle point. From this angle point, Link W4 proceeds in a northerly direction parallel to and west of FM 678 for approximately 900 feet to an angle point. From this angle point, Link W4 proceeds in an east/northeasterly direction for approximately 2,600 feet to an angle point. This segment of Link W4 crosses FM 678. From this angle point, Link W4 proceeds in an easterly direction for approximately 6,600 feet to an angle point. This segment of Link W4 crosses Timber Creek. From this angle point, Link W4 proceeds in an east/northeasterly direction parallel to and north/northwest of an existing Brazos EPC 138 kV transmission line for approximately 2,200 feet to an angle point. This segment of Link W4 crosses an existing Oncor 138 kV transmission line and CR 107. From this angle point, Link W4 proceeds in a south/southeasterly direction for approximately 1,200 feet to an angle point. This segment of Link W4 crosses an existing Brazos EPC 138 kV transmission line and an existing Oncor 138 kV transmission line. From this angle point, Link W4 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Oncor 138 kV transmission line for approximately 1,400 feet to the intersection of Links A92, A93 and W4. Link WS From the intersection of Links A93, W5, and W6, Link W5 proceeds in an east/southeasterly direction parallel to and south/southwest of an existing Oncor 138 kV transmission line for approximately 3,900 feet to an angle point. This segment of Link W5 crosses CR 155. From this angle point, Link WS proceeds in a southerly direction for approximately 6,900 feet to an angle point. From this angle point, Link W5 proceeds in a south/southwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link W5 proceeds in a southerly direction for approximately 4,000 feet to an angle point. This segment of Link W5 crosses CR 298. From this angle point, Link W5 proceeds in a south/southeasterly direction for approximately 2,100 feet to the intersection of Links E5, E61 and WS. 29 Link W6 From the intersection of Links A93, W5, and W6, Link W6 proceeds in an east/northeasterly direction parallel to and south/southeast of an existing Oncor 69 kV transmission line for approximately 7,000 feet to an angle point. This segment of Link W6 crosses CR 155, Prun Road, and Cooke County/Grayson County line. From this angle point, Link W6 proceeds in an easterly direction for approximately 1,200 feet to an angle point. From this angle point, Link W6 proceeds in an east/northeasterly direction for approximately 1,100 feet to a slight angle point. This segment of Link W6 crosses an existing Oncor 69 kV transmission line. From this slight angle point, Link W6 continues in an east/northeasterly direction parallel to and north/northwest of an existing Oncor 69 kV transmission line for approximately 5,600 feet to an angle point. This segment of Link W6 crosses an existing Brazos EPC 138 kV transmission line. From this angle point, Link W6 proceeds in a southeasterly direction parallel to and northeast of an existing Brazos EPC 138 kV transmission line for approximately 2,100 feet to an angle point. This segment of Link W6 crosses an existing Oncor 69 kV transmission line, US Hwy 377 Business Route, and UP Railroad. From this angle point, Link W6 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing Brazos EPC 138 kV transmission line for approximately 4,600 feet to an angle point. From this angle point, Link W6 proceeds in an easterly direction for approximately 4,300 feet to an angle point. A portion of this segment of Link W6 is parallel to and north of Gunter Road. This segment of Link W6 crosses US Hwy 377, Old Town Road, and South Road. From this angle point, Link W6 proceeds in an east/nouheasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link W6 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 2,500 feet to a slight angle point. From this slight angle point, Link W6 continues in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 1,900 feet to an angle point. This segment of Link W6 crosses Gunter Road. From this angle point, Link W6 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W6 crosses an existing Oncor 138 kV transmission line. From this angle point, Link W6 proceeds in an easterly direction parallel to and south of an existing Oncor 138 kV transmission line for approximately 11,200 feet to an angle point. This segment of Link W6 crosses FM 901. From this angle point, Link W6 proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link W6 crosses Old Sandborn Ranch Road and an existing Oncor 138 kV transmission line. From this angle point, Link W6 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 13,200 feet to the intersection of Links W6, W71 and X11. This segment of Link W6 crosses Mustang Creek, O'Hanion Road, and Collins Road. Link W71 (Bi-directional link From the intersection of Links W6, W71 and X11, Link W71 proceeds in a southerly direction for approximately 9,300 feet to the intersection of Links E7, W71, and W72. A portion of this segment of Link W71 is parallel to and east of Collins Road. This segment of Link W71 crosses an existing Oncor 138 kV transmission line and Swindle Road. Link W71 (Bi-directional link From the intersection of Links E7, W71, and W72, Link W71 proceeds in a northerly direction for approximately 9,300 feet to the intersection of Links W6, W71 and X11. A portion of this segment of Link W71 is parallel to and east of Collins Road. This segment of Link W71 crosses Swindle Road and an existing Oncor 138 kV transmission line. Link W72 From the intersection of Links E7, W71, and W72, Link W72 proceeds in an easterly direction for approximately 2,200 feet to an angle point. From this angle point, Link W72 proceeds in an 30 east/northeasterly direction for approximately 1,200 feet to an angle point. This segment of Link W72 crosses Southmayd Road. From this angle point, Link W72 proceeds in an easterly direction for approximately 1,000 feet to an angle point. From this angle point, Link W72 proceeds in a southerly direction for approximately 3,100 feet to an angle point. This segment of Link W72 crosses Jelley Road. From this angle point, Link W72 proceeds in a south/southwesterly direction for approximately 1,000 feet to an angle point. From this angle point, Link W72 proceeds in a southerly direction parallel to and east of Prescott Road for approximately 3,800 feet to an angle point. From this angle point, Link W72 proceeds in a south/southeasterly direction for approximately 1,300 feet to an angle point. This segment of Link W72 crosses Watson Road. From thls angle point, Link W72 proceeds in a southerly direction for approximately 12,700 feet to the intersection of Links W1, W2, and W72. A portion of this segment of Link W72 is parallel to and east of Prescott Road. This segment of Link W72 crosses Martinek Road and Range Creek. Link Xi 1 From the intersection of Links W6, W71 and X11, Link X111 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 2,300 feet to an angle point. From this angle point, Link X11 proceeds in a southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X11 crosses an existing Oncor 138 kV transmission line. From this angle point, Link Xi1 proceeds in an easterly direction for approximately 2,300 feet to an angle point. This segment of Link X11 crosses Southmayd Road. From this angle point, Link Xii proceeds in an east/northeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X111 crosses an existing Oncor 138 kV transmission line. From this angle point, Link X11 proceeds in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 16,600 feet to a slight angle point. This segment of Link X11 crosses Dagnan Road, Deaver Creek, and an existing natural gas pipeline. From this slight angle point, Link X1 i continues in an easterly direction parallel to and north of an existing Oncor 138 kV transmission line for approximately 13,600 feet to an angle point. This segment of Link XI crosses Deaver Creek, SH 289, and Riddels Road. From this angle point, Link X11 proceeds in a southerly direction parallel to and west of Friendship Road for approximately 3,100 feet to an angle point. This segment of Link X1 i crosses an existing Oncor 138 kV transmission line and Pleasant Home Road. From this angle point, Link X11 proceeds in an east/southeasterly direction for approximately 2,300 feet to an angle point. This segment of Link XI crosses Friendship Road. From this angle point, Link XI proceeds in a south/southeasterly direction for approximately 14,000 feet to the intersection of Links R41, X11, and X12. A portion of this segment of Link XI is parallel to and east/northeast of Bradley Road. This segment of Link X11 crosses OB Groner Road, Dorchester Road, Choctaw Creek, BNSF Railroad, an existing natural gas pipeline, and an existing Oncor 138 kV transmission line. Link X12 From the intersection of Links R41, X11, and X12, Link X12 proceeds in a south/southeasterly direction for approximately 2,300 feet to a slight angle point. This segment of Link X12 crosses South Branch Choctaw Creek and Farmington Road. From this slight angle point, Link X12 continues in a south/southeasterly direction for approximately 1,800 feet to an angle point. From this angle point, Link X12 proceeds in a southerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 17,500 feet to the intersection of Links X12, X22, and X3. This segment of Link X12 crosses Shepherd Drive, FM 902, and Century Lane. Link X21 From the intersection of Links W2, W3, and X21, Link X21 proceeds in an easterly direction for approximately 10,200 feet to a slight angle point. This segment of Link X21 crosses Buck Creek, an existing natural gas pipeline, and Fallon Road. From this slight angle point, Link X21 31 continues in an easterly direction for approximately 4,300 feet to a slight angle point. From this slight angle point, Link X21 continues in an easterly direction for approximately 4,700 feet to an angle point. This segment of Link X21 crosses SH 289. From this angle point, Link X21 proceeds in a north/northeasterly direction parallel to and west/northwest of BNSF Railroad for approximately 4,400 feet to an angle point. This segment of Link X21 crosses the East Fork Trinity River. From this angle point, Link X21 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X21 crosses BNSF Railroad and Old Preston Road. From this angle point, Link X21 proceeds in an easterly direction parallel to and south of Old Preston Road / Mackey Road for approximately 2,800 feet to an angle point. From this angle point, Link X21 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link X21 crosses Mackey Road and John Fields Lane. From this angle point, Link X21 proceeds in an easterly direction for approximately 2,400 feet to an angle point. From this angle point, Link X21 proceeds in a southeasterly direction for approximately 3,100 feet to the intersection of Links R41, R42, X21, and X22. This segment of Link X21 crosses an existing natural gas pipeline and an existing Oncor 138 kV transmission line. Link X22 From the intersection of Links R41, R42, X21, and X22, Link X22 proceeds in an easterly direction for approximately 7,900 feet to the intersection of Links X12, X22, and X3. A portion of this segment of Link X22 is parallel to and north of McBee Road. This segment of Link X22 crosses Bradshaw Road, Squirrel Creek, and Farmington Road. Link X3 From the intersection of Links X12, X22, and X3, Link X3 proceeds in a southerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 6,800 feet to an angle point. This segment of Link X3 crosses Matthews Road and Orchard Drive. From this angle point, Link X3 proceeds in a southwesterly direction for approximately 1,200 feet to an angle point. This segment of Link X3 crosses Farmington Road. From this angle point, Link X3 proceeds in a southerly direction parallel to and west of Farmington Road for approximately 3,500 feet to an angle point. From this angle point, Link X3 proceeds in an east/ southeasterly direction for approximately 1,200 feet to an angle point. This segment of Link X3 crosses Farmington Road and an existing Oncor 138 kV transmission line. From this angle point, Link X3 proceeds in a southerly direction parallel to and east of an existing Oncor 138 kV transmission line for approximately 7,700 feet to an angle point. This segment of Link X3 crosses West Farmington Road and Bellweather Drive. From this angle point, Link X3 proceeds in a westerly direction for approximately 2,800 feet to an angle point. A portion of this segment of Link X3 is parallel to and south of Austin Road. This segment of Link X3 crosses an existing Oncor 138 kV transmission line and Farmington Road. From this angle point, Link X3 proceeds in a southerly direction for approximately 14,700 feet to an angle point. This segment of Link X3 crosses FM 121. From this angle point, Link X3 proceeds in an easterly direction for approximately 2,300 feet to an angle point. This segment of Link X3 crosses Durning Road. From this angle point, Link X3 proceeds in a southerly direction parallel to and west of an existing Oncor 138 kV transmission line for approximately 5,700 feet to an angle point. This segment of Link X3 crosses an existing natural gas pipeline and Collin County/Grayson County line. From this angle point, Link X3 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 138 kV transmission line for approximately 4,000 feet to an angle point. This segment of Link X3 crosses CR 218 and CR 826. From this angle point, Link X3 proceeds in a south/southwesterly direction for approximately 1,200 feet to an angle point. From this angle point, Link X3 proceeds in a southerly direction for approximately 2,000 feet to an angle point. This segment of Link X3 crosses CR 177. From this angle point, Link X3 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. From this angle point, Link X3 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 138 kV transmission line for approximately 2,400 feet to the intersection of Links X3, X4, and X5. 32 Link X4 From the intersection of Links R22, R3, and X4, Link X4 proceeds in an easterly direction for approximately 5,000 feet to an angle point. This segment of Link X4 crosses CR 175. From this angle point, Link X4 proceeds in an east/northeasterly direction for approximately 2,400 feet to an angle point. From this angle point, Link X4 proceeds in an easterly direction for approximately 6,300 feet to the intersection of Links X3, X4, and X5. This segment of Link X4 crosses CR 217 and the East Fork Trinity River. Link X5 From the intersection of Links X3, X4, and X5, Link X5 proceeds in a south/southeasterly direction parallel to and west/southwest of an existing Oncor 138 kV transmission line for approximately 15,000 feet to an angle point. This segment of Link X5 crosses an existing natural gas pipeline, the East Fork Trinity River, FM 455, and CR 210. From this angle point, Link X5 proceeds in a southerly direction for approximately 2,500 feet to an angle point. From this angle point, Link X5 proceeds in a westerly direction for approximately 2,500 feet to an angle point. This segment of Link X5 crosses CR 209. From this angle point, Link X5 proceeds in a southerly direction for approximately 3,400 feet to an angle point. A portion of this segment of Link X5 is parallel to and west of CR 209. This segment of Link X5 crosses CR 206. From this angle point, Link X5 proceeds in an easterly direction for approximately 1,200 feet to the intersection of Links V, V0, and X5. Link Y Bi-directional link From the intersection of Links H101, H1021, and Y, Link Y proceeds in a northerly direction for approximately 1,800 feet to an angle point. This segment of Link Y crosses FM 3163. From this angle point, Link Y proceeds in a north/northwesterly direction for approximately 1,000 feet to an angle point. From this angle point, Link Y proceeds in a northerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 5,500 feet to the intersection of Links G21, G22, and Y. This segment of Link Y crosses Moores Branch, BNSF Railroad, and FM 156. Link Y (BI-directional link From the intersection of Links G21, G22, and Y, Link Y proceeds in a southerly direction parallel to and east of an existing Brazos EPC 138 kV transmission line for approximately 5,500 feet to an angle point. This segment of Link Y crosses FM 156, BNSF Railroad, and Moores Branch. From this angle point, Link Y proceeds in a south/southeasterly direction for approximately 1,000 feet to an angle point. From this angle point, Link Y proceeds in a southerly direction for approximately 1,800 feet to the intersection of Links H101, H1021, and Y. This segment of Link Y crosses FM 3163. Unk Z1 From the intersection of Links H1021, H1022, and Z1, Link Z1 proceeds in an easterly direction parallel to and north of an existing TMPA 138 kV transmission line for approximately 2,300 feet to a slight angle point. This segment of Link Z1 crosses an existing natural gas pipeline. From this slight angle point, Link Zi continues in an easterly direction parallel to and north of an existing TMPA 138 kV transmission line for approximately 2,600 feet to an angle point. From this angle point, Link Z1 proceeds in an east/southeasterly direction parallel to and north/northeast of an existing TMPA 138 kV transmission line for approximately 2,300 feet to an angle point. This segment of Link Z1 crosses FM 428. From this angle point, Link Z1 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing TMPA 138 kV transmission line for approximately 900 feet to a slight angle point. This segment of Link Z1 33 crosses Hartlee Field Road. From this slight angle point, Link Z1 continues in a south/southeasterly direction parallel to and east/northeast of an existing TMPA 138 W transmission line for approximately 3,200 feet to an angle point. From this angle point, Link Z1 proceeds in a west/southwesterly direction for approximately 800 feet to an angle point. This segment of Link Z1 crosses an existing TMPA 138 W transmission line. From this angle point, Link Z1 proceeds in a southerly direction for approximately 800 feet to an angle point. From this angle point, Link Z1 proceeds in a southeasterly direction parallel to and northeast of North Loop 288 for approximately 700 feet to an angle point. This segment of Link Z1 crosses Kings Row. From this angle point, Link Z1 proceeds in an easterly direction for approximately 1,600 feet to an angle point. This segment of Link Z1 crosses an existing TMPA 138 W transmission line. From this angle point, Link Z1 proceeds in a south/southeasterly direction parallel to and east/northeast of an existing TMPA 138 W transmission line for approximately 8,000 feet to an angle point. This segment of Link Zi crosses Cooper Creek Road, Mingo Road, Union Pacific Railroad, US Hwy 377/380, an existing natural gas pipeline, and Geesling Road. From this angle point, Link Z1 proceeds in an easterly direction for approximately 900 feet to an angle point. From this angle point, Link Z1 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 W transmission line for approximately 3,800 feet to the intersection of Links Z1, Z5, and V. This segment of Link Z1 crosses Timber Branch, Lakeview Blvd, and US Hwy 377/380. Link Z2 From the intersection of Links H1022, H1023, and Z2, Link Z2 proceeds in an easterly direction for approximately 7,500 feet to an angle point. This segment of Link Z2 crosses FM 428. From this angle point, Link Z2 proceeds in an east/northeasterly direction for approximately 2,300 feet to an angle point. This segment of Link Z2 crosses an existing natural gas pipeline. From this angle point, Link Z2 proceeds in an easterly direction for approximately 2,700 feet to an angle point. From this angle point, Link Z2 proceeds in a southerly direction for approximately 3,100 feet to a slight angle point. From this slight angle point, Link Z2 continues in a southerly direction for approximately 1,100 feet to the intersection of Links Z2, Z3, and Z4. Link Z3 From the intersection of Links H1023, H1024, and Z3, Link Z3 proceeds in a southerly direction for approximately 2,600 feet to an angle point. From this angle point, Link Z3 proceeds in a southwesterly direction for approximately 2,200 feet to an angle point. This segment of Link Z3 crosses Clear Creek. From this angle point, Link Z3 proceeds in a south/southwesterly direction for approximately 2,200 feet to an angle point. From this angle point, Link Z3 proceeds in a west/southwesterly direction for approximately 1,900 feet to an angle point. This segment of Link Z3 crosses Hartlee Field Road. From this angle point, Link Z3 proceeds in a westerly direction parallel to and north of Hartlee Field Road for approximately 1,900 feet to the intersection of Links Z2, Z3, and Z4. Link Z4 From the intersection of Links Z2, Z3, and Z4, Link Z4 proceeds in a southerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link Z4 continues in a southerly direction for approximately 1,100 feet to a slight angle point. From this slight angle point, Link Z4 continues in a southerly direction for approximately 1,500 feet to an angle point. From this angle point, Link Z4 proceeds in an easterly direction for approximately 1,100 feet to an angle point. From this angle point, Link Z4 proceeds in a southerly direction for approximately 2,300 feet to an angle point. From this angle point, Link Z4 proceeds in a south/southeasterly direction for approximately 1,700 feet to an angle point. This segment of Link Z4 crosses Mingo Road and Union Pacific Railroad. From this angle point, Link Z4 proceeds in a southerly direction for approximately 800 feet to the intersection of Links Z4, Z5, and Z6. 34 Link Z From the intersection of Links Z4, Z5, and Z6, Link Z5 proceeds in a southerly direction for approximately 1,300 feet to an angle point. This segment of Link Z5 crosses Timber Branch and Fishtrap Road. From this angle point, Link Z5 proceeds in an east/southeasterly direction for approximately 1,100 feet to an angle point. This segment of Link Z5 crosses Timber Branch. From this angle point, Link Z5 proceeds in an east/northeasterly direction parallel to and north/northwest of US Hwy 377/380 for approximately 1,100 feet to the intersection of Links Z1, Z5, and V. - Link Z6 From the intersection of Links Z4, Z5, and Z6, Link Z6 proceeds in an easterly direction for approximately 1,000 feet to a slight angle point. From this slight angle point, Link Z6 continues in an easterly direction for approximately 1,000 feet to an angle point. This segment of Link Z6 crosses Collins Road. From this angle point, Link Z6 proceeds in an east/southeasterly direction for approximately 700 feet to an angle point. From this angle point, Link Z6 proceeds in an easterly direction for approximately 1,000 feet to the intersection of Links Z6, Z7, and Z8. This segment of Link Z6 crosses Countryside Drive. Link Z7 From the intersection of Links Zi, Z5, and Z7, Link Z7 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 W transmission line for approximately 2,200 feet to the intersection of Links Z6, Z7, and Z8. This segment of Link Z7 crosses Fishtrap Road and Countryside Drive. Link Z8 From the intersection of Links Z6, Z7, and Z8, Link Z8 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 W transmission line for approximately 2,200 feet to an angle point. This segment of Link Z8 crosses North Trinity Road. From this angle point, Link Z8 proceeds in an east/northeasterly direction along the centerline of an existing Oncor 138 W transmission line for approximately 12,400 feet to the intersection of Links 03, Z8, and Z9, This segment of Link Z8 crosses the Greenbelt Corridor, Elm Fork Trinity River and Rock Hill Road. Link Z9 From the intersection of Links 03, Z8, and Z9, Link Z9 proceeds in a northeasterly direction along the centerline of an existing Oncor 138 W transmission line for approximately 1,100 feet to an angle point. From this angle point, Link Z9 proceeds in a northerly direction for approximately 1,300 feet to an angle point. From this angle point, Link Z9 proceeds in a northwesterly direction for approximately 1,200 feet to an angle point. This segment of Link Z9 crosses Union Pacific Railroad and Rock Hill Road. From this angle point, Link Z9 proceeds in a northerly direction for approximately 2,400 feet to an angle point. This segment of Link Z9 crosses Rhoads Road. From this angle point, Link Z9 proceeds in a north/northeasterly direction for approximately 1,200 feet to an angle point. From this angle point, Link Z9 proceeds in a north/northwesterly direction for approximately 1,000 feet to an angle point. This segment of Link Z9 crosses Shady Oak Drive. From this angle point, Link Z9 proceeds in a north/northeasterly direction for approximately 1,400 feet to an angle point. From this angle point, Link Z9 proceeds in an easterly direction for approximately 800 feet to an angle point. From this angle point, Link Z9 proceeds in a northerly direction for approximately 1,300 feet to the intersection of Links H1512 and Z9. 35 FIGURE 1 DETAILED ROUTE DESCRIPTION MAP KRUM WEST — ANNA 345 kV TRANSMISSION LINE PROJECT LEGEND PROJECT ENDPOINT OSTUDYAREABOUNDARY COUNTY BOUNDARY PARK I RECREATIONAL AREA WATER BODY +rw- MAJOR STREAM MAJOR ROAD EXISTING TRANSMISSION LINE PIPELINE RAILROAD ■ NODE BETWEEN ADJACENT ROUTE LINKS PREFEAREOTRANSMISSON LINE ROUTE NROUTE 7706 00" 134t2441014410T121.Z 434MA 7442- 7vl•Yo) ^� ALTERNAT TRANSMISSON LINE ROUTE PROJECT AREA MAP EXTENT SOURCE: TEXAS NATURAL RESOURCES INFORMATION SYSTEM "'!!! 0 10,000 20,000 1 I 1 1 SCALE IN FEET ;I HALFF w r .. .. -. !sk Cn,�t�'. • � � cI r _ FIGURE 2 DETAILED ROUTE DESCRIPTION MAP KRUM WEST - ANNA 345 kV TRANSMISSION LINE PROJECT LEGEND PROJECT ENDPO 'T OSTUDYAREABOUNDARY E3 COUNTYBOUNDARY PARK I RECREATIONALAREA KWATER BODY MAJOR STREAM MAJOR ROAD O%ISTINO TRANSMISSION LINE PIPELINE ti---1- RAILROAD in NODE BETWEEN ADJACENT ROUTE LINKS PREFERRED TRANSMISSION LINE ROUTE ROUTE 2m 84-C2. I0I.H102121 Z7 ZS9J-0I-T4-T2 f ALTERNATE TRANSMISSION LINE ROUTE PROJECT AREA MAP EXTENT SOURCE:TE%AS NATURAL RESOURCES INFORMATION SYSTEM 0 T0,0� 20,000 L I I I SCALE IN FEET FIGURE 3 DETAILED ROUTE DESCRIPTION MAP KRUM WEST— ANNA 345 kV TRANSMISSION LINE PROJECT LEGEND ■ PROJECTENDPOINT OSTUDYA-601J.OARY COUNTY BOUNDARY PARK I RECREATIONALAREA WATER BODY -J-• MAJOR STREAM ^� MAJOR ROAD EXISTING TRANSMISSION LINE PIPELINE -�—�- RAILROAD ■ NODE BETWEEN ADJACENT ROUTE LINKS PREFERRED TRNISMISSION LINE ROUTE NROUTEaee (LINKS BPQQN101J,WlZl-V-&I�74T 17. ` 'nLLM v ALTERNATE TRNlSM6 MLIMP ROUTE PROJECT AREA MAP EXTENT SOURCE. TEXAS NATURAL e RESOURCES INFORMATION SYSTEM "(( 0 10,000 20,000 L I I I SCALE IN FEET ONO HALFF FIGURE 4 DETAILED ROUTE DESCRIPTION MAP KRUM WEST - ANNA 345 kV TRANSMISSION LINE PROJECT LEGEND 0 PROJECT ENDPOINT OSTUDY AREA BOUNDARY COUNTY BOUNDARY PARK/ RECREATIONALAREA .. WATER BODY MAJOR STREAM V MAJOR ROAD Nl%el EXISTING TRANSMISSION LINE i PIPELINE —+--�— RAILROAD ■ NODE BETWEEN ADJACENT ROUTE LINKS PREFERRED TRANSIYSSM LINE ROUTE NROUTE ZB 0JMCS S1-IiKl"IM 121-V-Z803#Ta72- 3*W) ^� ALTERNATE TRANSMISSION LINE ROUTE PROJECT AREA MAP EXTENT SOURCE: TEXAS NATURAL T(K RESOURCES INFORMATION SYSTEM Y 0 10.000 20.000 I I I I SCALE IN FEET py HALFF ISPER OWN OF Prosper is a place where everyone matters. To: Mayor and Town Council From: Matthew D. Denton, Town Secretary CC: Mike Land, Town Manager ADMINISTRATION Agenda Item No. 5g Re: Town Council Meeting — August 11, 2009 Date: October 5, 2010 Agenda Item: Annexation of approximately 12.693 acres of land generally located north of First Street and 4300+ feet west of Custer Road. Description of Agenda Item: Dan Tolleson has submitted a petition for the voluntary annexation of approximately 12.693 acres of land generally located north of First Street and 4300± feet west of Custer Road. Staff will prepare a service plan and schedule the two public hearings to receive input on the annexation of the property. The hearings are tentatively scheduled for November 9, 2010 and November 23, 2010. Budget Impact: There is no impact on the budget. Legal Obligations and Review: N/A Attached Documents: Map and legal description Town Staff Recommendation: Staff recommends that Council accept the petition for annexation. Agenda Item No. 5g - Page 1 of 1 I 1 I IarcwANDt Lm. I sDLUL2+wIL rAa[ aa® osocr. - AOlA1L1[ �BIL P`AOw 12f4 oJTDGT. NI1S/�B'¢-BTOB I __—__— IDaA Ll1DLe WWSOI I rotMLeam. nW;ea I DJLOGT. I 11 I I I I I � fi4U9�000 A0115! I yg Y➢Sfa6111J2L11 DAL1ID 6rBOBAmQO � 3 D(M]hORN0.D.YPDO0T OA0pIIDG! I Nr6LT01Al!ODII I � ` I POmlAOlf Ho.80000WOAODII1006B0 I 1i I I D.RfST. Ira nowielc v. it e•e wiovml�o[av /-'neein�Acr ric. eao_.• I,�- w�wrrdnlANL�csn Asm I DODILIpR N0. aooaoeaaoaoeeeeoo NZ1W.r[M6A rAce aaDs 14�� roLuLaiTa,�rAa[+oao I DAl.GT. I OICFGT. $ D1FGT. 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OOES NOT RDUCT THE REWS OF AN ON THE GROUND SURVEY. AND IS NOT TO BE USED TO CONVEY OR ESTABUSf INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTEREST SIPPUED OR ESTAMMEO BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POUTICAL SUBDIVISION FOR WHICH IT WAS PREPARED A N N E X A T I O N E X H I B I T 'A' EXHIBIT A B}IC A MW ACK AM= 10 K MW OF f ROS MUM WXK i71S AND HNC A PMR OF LE n•�' UM NiA"SRET. /BSNAIX m 0* lu • f10 Ipres+. car llOm m0 w rwYA.. frTs) sw-ms rw�m• � •� (TM Saes• f-roV APAL SHEET 1 OF 1 IOSPER WN OF Prosper is a place where everyone matters. To: Mayor and Town Council BUILDING INSPECTIONS Agenda Item No. 7 From: Wayne K. Snell Jr., CBO, Building Official Cc: Mike Land, Town Manager Hulon T. Webb, Jr., P.E., Director of Development Services/Town Engineer Re: Town Council Meeting — October 12, 2010 Date: October 7, 2010 Agenda Item: Consider and act upon an ordinance adopting the Green Built Texas Multifamily Protocol Version 1.0 with the Town of Prosper Addendum No. 1, creating the Town of Prosper Multifamily Green Building Program. Description of Agenda Item: On August 11, 2009, the Town Council adopted an ordinance creating a Single Family Green Building Program that became effective on September 1, 2010. Following adoption of the Single Family Green Building Program, the Town Council requested on February 23, 2010 that Town staff research and develop an ordinance adopting green built standards for multifamily buildings appropriate for the Town of Prosper. The ordinance that is proposed was developed in collaboration with the Home Builders Association (HBA) of Greater Dallas and has been reviewed by the Prosper Developers Council (PDC). The ordinance consists of the Green Built Texas Multifamily Protocol Version 1.0, written by the HBA of Greater Dallas and includes an addendum from Town staff. The Green Built Texas Multifamily Protocol Version 1.0 sets the minimum standards for the following: • Site Planning, Management and Waste Reduction • Water Efficiency • Indoor Air Quality • Energy Efficiency • Materials In addition to complying with the minimum standards set forth in Green Built Texas Multifamily Protocol Version 1.0, the proposed ordinance includes the Town of Prosper Addendum No. 1, which requires the following: • Use roofing materials with a minimum 30-year warranty. • Install gutters with downspout extensions or concrete splashguards and positive drainage away from building(s) or into storm sewer. Agenda Item No. 7 - Page 1 of 2 • The Site Planning and Selection subsection is not mandatory. All Multifamily sites consisting of three or more dwelling units per acre shall comply with all other minimum standards in the Green Built Texas Multifamily Protocol Version 1.0. (Required to avoid conflict with Town's Zoning Ordinance) • Install an irrigation system with a weather forecast based (ET) irrigation controller. The option to use no irrigation system under Water Efficiency Strategy #3 of Green Built Texas Multifamily Protocol Version 1.0 is not permitted. • Install ENERGY STAR programmable thermostats in all dwelling units. • Minimum R-38 Attic Insulation. If approved by the Town Council the effective date for the implementation of this ordinance will be October 12, 2010. Therefore any applications for a multifamily building permit received after the effective date of this ordinance will be required to comply with the minimum standards set forth in this ordinance. At this time, there are no proposed or approved site plans for additional multifamily development in the Town of Prosper. Budget Impact: There are no significant budget implications associated with the approval of the proposed ordinance. Leaal Obligations and Review: Town staff has drafted the attached ordinance which adopts the Green Built Texas Multifamily Protocol Version 1.0 with the Town of Prosper Addendum No. 1. Review of the ordinance by the Town Attorney is not required. Attached Documents: 1. Ordinance adopting the Green Built Texas Multifamily Protocol Version 1.0 with the Town of Prosper Addendum No. 1. Town Staff Recommendation: Town staff recommends that the Town Council consider and act upon an ordinance adopting the Green Built Texas Multifamily Protocol Version 1.0 with the Town of Prosper Addendum No. 1, creating the Town of Prosper Multifamily Green Building Program. Agenda Item No. 7 - Page 2 of 2 TOWN OF PROSPER, TEXAS ORDINANCE NO. 10- AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, ADOPTING GREEN BUILT TEXAS MULTIFAMILY PROTOCOL VERSION 1.0 WITH TOWN OF PROSPER ADDENDUM NO. 1, CREATING THE TOWN OF PROSPER MULTIFAMILY GREEN BUILDING PROGRAM FOR REGULATING SITE PLANNING, MANAGEMENT AND WASTE REDUCTION, WATER EFFICIENCY, INDOOR AIR QUALITY, ENERGY EFFICIENCY, AND MATERIALS OF ALL MULTIFAMILY BUILDINGS AND STRUCTURES IN THE TOWN OF PROSPER; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: WHEREAS, the Town Council of the Town of Prosper, Texas ("Town Council") has investigated and determined that it would be advantageous and beneficial to the citizens of the Town of Prosper, Texas ("Prosper") to adopt the Green Built Texas Multifamily Protocol Version 1.0 with Town of Prosper Addendum No. 1, creating the Town of Prosper Multifamily Green Building Program. WHEREAS, the Town Council finds the regulations adopted herein will advance the Town's interest in water and energy conservation, pollution reductions and affordable utilities for citizens. SECTION 1: Findings Incorporated/Applicability of Ordinance. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2: Green Built Texas Multifamily Protocol Version 1.0. Green Built Texas Multifamily Protocol Version 1.0 sets the minimum standards for site planning, management and waste reduction, water efficiency, indoor air quality, energy efficiency, and materials for all Multifamily buildings and structures. The Minimum Standards required for all Multifamily buildings and structures, for which an application for a building permit is filed after the effective date of this ordinance, shall be those standards included in Green Built Texas Multifamily Protocol Version 1.0 as set forth in Exhibit A, which is attached hereto and incorporated as if fully set forth herein. SECTION 3: Town of Prosper Addendum No. 1. In addition to complying with the minimum standards set forth in Green Built Texas Multifamily Protocol version 1.0, all Multifamily buildings and structures for which an application for a building permit is filed shall: • Use roofing materials with a minimum 30-year warranty. Town of Prosper Multifamily Green Building Program Page 1 of 3 • Install gutters with downspout extensions or concrete splashguards and positive drainage away from building(s) or into storm sewer. • The Site Planning and Selection subsection is not mandatory. All Multifamily sites consisting of three or more dwelling units per acre shall comply with all other minimum standards in the Green Built Texas Multifamily Protocol Version 1.0. • Install an irrigation system with a weather forecast based (ET) irrigation controller. The option to use no irrigation system under Water Efficiency Strategy #3 of Green Built Texas Multifamily Protocol Version 1.0 is not permitted. • Install ENERGY STAR programmable thermostats in all dwelling units. • Minimum R-38 Attic Insulation. SECTION 4: Penalty Provision. Any person, firm, corporation or business entity violating this Ordinance, or as amended, shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined a sum not exceeding Five Hundred Dollars ($500.00). Each continuing day's violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 5: Savines/Reaealin:z Clause. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict, but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portions of said ordinance shall remain in full force and effect. SECTION 6: Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7: Effective Date. The caption of this Ordinance shall be published in accordance with the Town Charter, and shall become effective immediately upon its passage and such publication. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, on this 12t' day of October, 2010. Town of Prosper Multifamily Green Building Program Page 2 of 3 APPROVED AS TO FORM: Ray Smith, Mayor ATTESTED TO AND CORRECTLY RECORDED BY: Matthew Denton, Town Secretary DATE OF PUBLICATION. , Dallas Morning News Town of Prosper Multifamily Green Building Program Page 3 of 3 Green Built' Multifamily Protocol Version 1.0 n-up-TEXAwAQ *In order to be recognized by Green Built Texas, each unit/building must be verified, under the process established by the program, to meet the following requirements. *Applicable building codes, as they are written or interpreted by the jurisdiction, take precedence over any provision contained herein. Scone: A building is eligible for recognition under this Protocol if at least 50 % of the square footage of planned occupied space is for residential dwelling and that square footage is leased1finished out independently. Site Planning, Management and Waste Reduction Protect Planning 1. The Green Built Texas Verifier will hold a preliminary meeting with the Project Team to address Protocol compliance demands and procedures. The Project Team will be determined by the owner's representative/developer and may consist of the professionals listed below. • Project Owner's Representative • Developer • MEP Field Engineer • Onsite Builder Leader (Superintendent and/or Assistant Superintendent), • Architect • Landscape Architect • Project Manager • Energy Rating Company • Green Built Texas Verifier 2. The Project Team will hold monthly progress meetings to address compliance with the program. 3. The Green Built Texas Verifier will conduct a post job review of the successes, failures and lessons learned from the project. This information will be distributed and reviewed as part of the builder's ongoing green building effort. As part of the initial pilot program, Verifiers and builders are strongly encouraged to share this information with the HBA. Site Plannina and Selection 1. Limit the site to a minimum density of 10 units per acre. Non -buildable areas and permeable surface areas set aside for permanent storm water management, parks or natural vegetation are exempt from this calculation. Master planned communities that will be built out in phases must have a site plan delineating the phase boundaries. The density calculation will apply on a per phase basis. Site Management and Preparation 1. Implement an erosion control plan, developed by an authorized professional, that identifies the following: • Boundaries of the project site. • Details on best management practices (BMPs) required to protect all existing and planned storm sewer system inlets and outfalls that will require erosion control. • Details on best management practices (BMPs) required to protect site boundaries subject to water runoff and identify location(s) of BMPs at construction entrance and concrete washout area to prevent erosion and storm water pollution. Green Built Texas Low -Rise Multifamily Construction Protocol Version 1.0 2. Install and maintain erosion control measures on any area disturbed on the site until permanent vegetation has been reestablished in these areas. Projects required to obtain a TCEQ storm water permit may submit the site's Storm Water Pollution Prevention Plan (SWPPP) as evidence of compliance. 3. Provide a Geotechnical / subsurface soils investigation for the site. 4. Implement a tree protection plan or fully comply with established local ordinance regarding tree protection. 5. Preserve and protect existing trees and plants adjacent to the construction site. 6. (Optional Consideration) Use bioswa/es to remove silt and pollution from surface runoff water. Waste Reduction Strateaies (choose at least 2 of the following). Strategy 1: Reuse form board on slabs and flatwork Strategy 2: Optimize building dimensions to correspond to standard lumber dimensions. Strategy 3: Develop detailed framing layouts to avoid waste when ordering lumber. Strategy 4: Set aside lumber and plywood/OSB cut-offs that can be used later as fire blocking, spacers in header construction, etc. Strategy 5: Use larger pieces of leftover lumber (6' or more in length) for other jobs. Strategy 6: Order drywall in optimal dimensions to minimize cut-off waste. Drywall is available in different lengths, and designed dimensions should correspond to standard sizes. Strategy 7: Set large drywall scraps aside during hanging for use as filler pieces in areas such as closets. Strategy 8: Estimate masonry material needs carefully to avoid waste. Strategy 9: Salvage usable bricks, blocks, slate shingles, tile and other masonry materials from remodeling and construction. Store for future jobs or divert to salvage operations. Strategy 10: Implement on site grinding of wood waste for reuse. Green Built Texas Multifamily Construction Protocol Version 1.0 Water Efficiency 1. Locate water heater within 30 ft. of fixtures in at least 75% of project units, or install hot water on demand system, or install parallel piping system that originates from a central manifold (i.e. PEX Home -Run). 2. Install an ENERGY STAR dishwasher in each unit. 3. Install rain and freeze sensors on sprinkler system or weather forecast based (ET) irrigation controller. 4. Limit 90% of turf plantings to drought -tolerant varieties that can be expected to survive stage 3 drought restrictions. • Acceptable turf varieties include: Bermuda, Big Blue Stem, Blue Grama, Buffalograss, Deer Lindheimer Muhly, Little Blue Stem, Prairie Dropseed, Sideoats Grama, Switch Grass Muhly and Indian Grass 5. Limit 75% of shrub and tree plantings to those that are deemed regionally appropriate by a horticultural authority such as the Texas A&M Horticulture Department. • See the Urban Landscape Guide list by region at http://floriculture.tamu.edu:7998/urbanlandscapeguide/ 6. Provide a written irrigation watering plan by controller and by zone. Plan shall include total estimated annual water consumption for the total stabilized landscape and an estimated water consumption during construction. Plan should follow required jurisdictional irrigation restrictions, typical controller settings by zone, and appropriate planting (tree, turf, and shrub) type, soil type and gradient slope to mitigate runoff. 7. Install 2" deep mulch in landscape beds. 8. Zone irrigation system separately for trees, turf and slab/bedding areas. Select any one (1) of the following water conservation strategies or install rainwater catchment system to provide for a minimum of 60% of landscape irrigation needs: Strategy 1: Select high performance fixtures. Choose any two (2) of the following: ❑ All lavatory faucets rated at less than or equal to 2.0 gpm. ❑ All kitchen & utility faucets rated at equal to or less than 2.2 gpm. ❑ All showerheads rated at less than 2.5 gpm. Strategy 2: Select water efficient (at least 1.6 gpf) toilets that work with first flush (min. 350 grams). Strategy 3: Install a water -conserving, irrigation system. Choose any three (3) of the following strategies or install rainwater catchment system to provide for a minimum of 50% of landscape irrigation needs: ❑ Drip irrigation for shrub beds or for areas within six (6) feet of pavements ❑ Bubblers ❑ Drip emitters ❑ Soaker hose ❑ Subsurface irrigation ❑ Use no irrigation system ❑ Sprinklers heads with 4-inch or greater pop-up height and matched precipitation rate (MPR) nozzles ❑ Check valves to prevent drainage from pipes Green Built Texas Multifamily Construction Protocol Version 1.0 Indoor Air Quality 1. Perform load calculation based on actual unit design, specifications and orientation and ensure that installed equipment matches Manual J calculations (or approved software). Verify proper refrigerant level and HVAC commissioning per manufacturer's specifications. Maintain documentation, including HVAC loads, equipment selections and charging (commissioning), through warranty period. • Programs that can be used include: ACCA Manual J (8"' Version), Carrier HAP Program, Trane Trace 700 or approved equivalent. 2. Seal ducts during construction at vent entry and exit. 3. Install continuous weather and air barrier on exterior walls behind cladding material. 4. No vapor barrier on inside of exterior walls. 5. Ensure proper flashing at windows and doors. 6. Avoid attached garage or isolate garage from the living space by providing a tightly sealed, gasketed door between the garage and conditioned space and provide a continuous air barrier between walls and ceilings separating the garage from the conditioned living space. 7. Provide combustion air for wood -burning fireplaces from outside. 8. Use no fiberglass duct board unless sealed properly with low toxic mastic. 9. No wall-to-wall carpet in the bathroom. 10. Install vapor barrier under slab. 11. Install one hardwired carbon monoxide (CO) detector, compliant with NFPA Standard 720, per unit if units have attached garages or are equipped with gas fired equipment. 12. Install kitchen range hood (at least 100 CFM) to vent range to the outside if range hood location is greater than 25 feet from the closest exterior opening. Select any two (2) of the following strategies to enhance indoor air quality: Strategy #1: Select carpets, that are compliant with emission levels in accordance with the Carpet and Rug Institute's (CRI) Green Label or Green Label Plus indoor air quality program. Strategy #2: Use zero-VOC architectural coatings as determined by EPA Method 24 (VOC content below the detection limit for the method). Strategy #3: Use low-VOC adhesives and sealants. Strategy #4: Install capillary break under bottom plate of exterior walls. Strategy #5: Install one hardwired carbon monoxide (CO) detector, compliant with NFPA Standard 720, per unit where this is not required by Item #11. Strategy #6: Install bath fans that are rated at 50 CFM per bathroom and equipped with dedicated wall switch, timer and humidistat. Fan must meet ENERGY STAR performance specifications. Strategy #7: Bath fan and vent must meet the requirements of ASHRAE 62.2 table 7.1. Strategy #8: Install kitchen and bath vanity cabinets that contain reduced levels of formaldehyde. Strategy #9: Install glass door on wood -burning fireplace. Strategy #10: Prohibit smoking in common areas. Signage must be displayed in all common areas. Strategy #11: Install return air ducts, jump ducts, or transfer grills in all bedrooms or test master bedroom to 0.3 Pascals of pressure at 25 CFM (of each duct type). Green Built Texas Multifamily Construction Protocol Version 1.0 4 Energy Efficiency Insulation 1. Deliver insulation to the job site in wrapped packages and store in a dry location. Remove and replace any insulation materials that get wet. 2. Install insulation to meet or exceed Grade 2 performance as outlined by RESNET Guidelines. 3. Seal (poly seal, if appropriate) all penetrations through exterior walls or plates. Soffit and Roof Ventina 1. Install soffit vents with "vent tubes" or baffles having sufficient length to extend above the attic insulation. 2. Roof vents to be installed watertight and according to manufacturer's written instructions. 3. (Optional Consideration) Use ridge vents Tenant Areas 1. Install an ENERGY STAR dishwasher and refrigerator. 2. Ducts in the attic must be a minimum of R-8. 3. Install ceiling fans that meet or exceed ENERGY STAR specifications (listed in table below). Please note that both minimum airflow and efficiency requirements must be met for all three speeds for acceptability. Air Flow Efficiency Requirements Fan Speed Minimum Airflow Efficiency Requirement Low 1,250 CFM 155 CFM/watt Medium 3,000 CFM 100 CFM/watt High 5,000 CFM 75 CFM/watt 4. (Optional Consideration) Use alternative refrigerant (R 410A) Common Areas 1. Install ENERGY STAR light fixtures or CFL bulbs in 60% of the common area fixtures. Provisions Specific to Low -Rise Multifamily (as defined by the International Energy Conservation Code) Compliance with the energy aspects of this section must be performed by a RESNET Approved Energy Rating Company or engineering firm. Energy Rating Company, in conjunction with an approved Green Built Texas Verifier, must affirm compliance with the provisions of this protocol. For commercial space separately developed within the project, GBT proposes that builder developer propose an envelope finish specification equal to or superior to the balance of the building. The building should encourage green elements for the tenant finish out but GBT recognizes that the building financing and/or the contract documents may specifically prohibit control of the build out space. Performance Path: For the purposes of this pilot project, compliance for energy efficiency in Low -Rise projects will meet or exceed at least one (1) of the following performance requirements: a. Achieve ENERGY STAR certification with a HERS Index of 85 or below as described in the ENERGY STAR Guidelines for Attached Housing, ENERGY STAR Builder Option Package, OR b. Achieve compliance with an Investor -owned utility (i.e.Oncor, Centerpoint, etc.) "Above Energy Code" Program if different from ENERGY STAR Green Built Texas Multifamily Construction Protocol Version 1.0 5 Provisions Specific to Mid -Rise Multifamily (as defined by the International Eneray Conservation Code) Compliance with the energy aspects of this section must be performed by a RESNET Approved Energy Rating Company or qualified engineering firm. Energy Rating Company, in conjunction with an approved Green Built Texas Verifier, must affirm compliance with the provisions of this protocol. For commercial space separately developed within the project, GBT proposes that builder developer propose an envelope finish specification equal to or superior to the balance of the building. The building should encourage green elements for the tenant finish out but GBT recognizes that the building financing and/or the contract documents may specifically prohibit control of the build out space. Performance Path: For the purposes of this pilot project, compliance for energy efficiency in Mid -Rise projects will meet or exceed performance of at least 14% better than base energy code using ASHRAE Standard 90.1 (2004) or comply with ENERGY STAR standards for low or high rise projects using REM/Rate software or approved equal for projects up to five (5) stories. Prescriptive Path: In lieu of Provision #1 of the Performance Path, builder developer may choose one of the following prescriptive paths to performance. Required testing for All Prescriptive Options shall include: • CFM flow analysis for each unit type • Must model to ASHRAE 90.1 by the end of the project and report percentage greater than code performance achievement back to task force. No percentage score above code is required for the pilot. Prescriptive Option 1: • HVAC 14 SEER • Attic R-38 insulation • Window U .5, SHGC .25, SC .28 • Walls: R-13 • R410A HVAC refrigerant. This refrigerant is a NON CFC refrigerant that does not contribute to ozone depletion • Unit tightness of at least .35 or 6 ACH 50 • Ducts sealed and tested to 5 6 cfm to outdoors / 100 sq. ft. of conditioned floor area. Prescriptive Option 2: • 13 SEER Heat Pump • Minimum R13 Wall Insulation • Minimum R-30 Attic Insulation • Windows .52 R value/.35 SHGC • At least 5 Energy Star lights and/or appliances and one (1) of the following: o Programmable thermostat o R-38 Upgrade to Attic Insulation o Radiant barrier o R-15 Upgrade to Wall Insulation o R410A • Unit tightness at least .35 or 6 ACH 50 • Ducts sealed and tested to s 6 cfm to outdoors / 100 sq. ft. of conditioned floor area. Green Built Texas Multifamily Construction Protocol Version 1.0 6 Materials Frame Materials: 1. Use engineered lumber products to maximum extent possible, based on the project's objectives, to include trusses, joists and finger -jointed dimensional lumber. 2. Install exterior cladding materials with minimum 10-year warranty. 3. Keep stored materials elevated above the ground. 4. (Optional Consideration) Provide proper drainage around materials as well as adequate air circulation and ventilation to keep materials dry. 5. (Optional Consideration) Stack and move forward all loose and usable frame material after completion of each framed building. Advanced Framing Techniques: Choose any two (2) of the following techniques or use advanced wall systems such as SIPs or ICF: 1. 19.2-inch or 24-inch on -center framing for floor system and/or load bearing walls. 2. 24-inch on -center framing for roof systems and/or interior partitions. 3. Single top plate walls. 4. Steel framing as long as thermal bridging is mitigated by foam core panels on the outside or blown in foam insulation that covers the studs. 5. Right -sized headers or insulated (box) headers (where required). 6. Eliminate headers in non -bearing walls. 7. Ladders blocking at interior -wall -to -exterior wall intersections (i.e. Ladder T's at perpendicular wall intersection) and double rim joist in lieu of header (2X6 or deeper wall framing). 8. Two -stud corner framing or California Corners. 9. Engineered frame design. General Materials Requirements: 1. Provide gutter downspout extensions or concrete splashguards and provide positive drainage away from the building or into storm sewer. 2. Install metal drip edge at eaves and gable roof edges. 3. (Optional Consideration) Provide minimum 12-inch roof overhangs based over at least 90 percent of exterior walls to protect the building envelope. 4. (Optional Consideration) Install a minimum of # 30 roofing felt on entire roof for moisture protection. 5. (Optional Consideration) Use minimum class 4 roofing material. Termite Prevention: Pre -treat the subgrade for subterranean termites with an EPA approved chemical insecticide prior to placement of the foundations and choose one (1) of the following termite prevention strategies 1. Install a continuous, physical, non -chemical foundation termite barrier. 2. Use termite -resistant materials for structural components and exterior claddings of walls, floors, or exterior decks. 3. Entire exposed slab must be at least 6-inches above the finished grade. Green Built Texas Multifamily Construction Protocol Version 1.0 % Innovative Options: can be used in lieu of no more than one (1) of the program's optional requirements 1. Utilize a temporary "tree farm" by relocating trees and other vegetation during construction for re -planting at a later date. 2. Provide common area recycling for tenants with "recycling only" containers 3. Provide dedicated recycling areas in all units. 4. Use Fly Ash or Slag Cement to reduce the amount of Portland cement on a project (can be used in stucco mix as well) 5. Use Recycled materials including at least 50% recycled steel and OSB for exterior sheathing. 6. Reduce the Heat Island Effect by using grey or white concrete or paving materials with a Solar Reflectance Index of 29 or greater for at least 50% of the site hardscape. 7. Use water retention ponds for irrigation 8. Use pervious concrete and permeable pavers to increase the infiltration of storm water. Green Built Texas Multifamily Construction Protocol Version 1.0 PROSPER DEVELOPER'S COUNCIL October 7, 2010 Town of Prosper 121 W. Broadway P.O. Box 307 Prosper, Texas 75078 Ref: Proposed Multi -family Green Building Ordinance Honorable Mayor and Council Members: The Prosper Developers Council (PDC) would like to thank you for providing us the opportunity to comment and work with Staff on the Multi -family Green Building Ordinance. We believe the end product from many months of collaborative work will be a benefit to the Town and the development community. The PDC supports the Town's proposed ordinance. If you have any questions or need any assistance from the PDC, please contact me at (214) 387-3993 or at mrobinson@txlandresources.com. Sincerely,`______� Matt Robinson President Prosper Developer's Council Prosper is a place where everyone matters. To: From: Cc: Re: Date: Agenda Item: PARKS A RECREATION Agenda Item No. 8 Mayor and Town Council Wade Harden, Senior Parks and Recreation Planner Mike Land, Town Manager Hulon T. Webb, Jr., P.E., Director of Development Services/Town Engineer Town Council Meeting October 12, 2010 October 7, 2010 Consider and act upon 1) a change order #2 to Jacobs Engineering, Inc. for Professional Design Services for the Community Park and 2) a resolution authorizing the Town Manager to execute the same. Description of Agenda Item: The Town Council approved change order #1 to Jacobs Engineering, Inc. in the amount of $156,000 during the September 28th Council meeting. The Council did not approve the $18,500 in professional services for the design of the Parks Division and Fire Department storage facility. At the Council's request Town staff is exploring options that would reduce the design cost of the structure. Staff will present a variety of construction material options that will include a pre- engineered metal building, a pre-engineered metal building with a brick/stone fagade, and a CMU building. An updated staff report will be prepared Monday October 111h with material estimates and design costs associated with each building. Budget Impact: 2008 bond funds allocated for this project would be utilized for payment of the change order. Legal Obligations and Review: No legal review of this request by the Town's attorney is required. Attached Documents: None. Parks and Recreation Board Recommendation: At the September 23, 2010 PARBd meeting, the Board approved change order #1 to Jacobs Engineering, Inc. in the amount of $174,500 by a vote 6-0. Town Staff Recommendation: Town staff recommends the Town Council discuss the material presented to the Town Council and take action on the item, which may justify change order #2 with Jacobs Engineering Inc. Agenda Item No. 8 - Page 1 of 1 ISPER OWN OF Prosper is a place where everyone matters. To: Mayor and Town Council From: Matthew B. Garrett, Finance Director CC: Mike Land, Town Manager Re: Town Council Meeting — October 8, 2010 Date: October 12, 2010 Agenda Item: Administration Agenda Item No. 9 Discuss the Town's improved bond debt rating from Al to Aa3 by Moody's. Description of Agenda Item: As part of the Tax Note preparation, the Town requested a review of the bond rating assigned by Moody's. Town staff, the Mayor and Mayor Pro-Tem had a conference call to discuss and responded in writing to several inquiries regarding the Town's financial health. Town responses and the resulting rating were favorable, resulting in the Town's underlying rating improving from a mid -quality Al to a high quality Aa3 rating. The opinion from Moody's is attached, but the rating change was due primarily to conservative management practices, increasing fund balances along with expanding operations and positive growth potential. Budget Impact: No direct impact on current budget. Improved ratings will result in lower interest on the 2010 tax note and future debt issues. Legal Obligations and Review: N/A Attached Documents: Moody's Rating Opinion Board/Committee Recommendation: N/A Town Staff Recommendation: Town staff recommends that Town Council receive the staff report on the improved bond rating. Agenda Item No. 9 - Page 1 of 1 Moorn'S INVESTORS SERVICE New Issue: MOODY'S UPGRADES TO Aa3 FROM Al THE GENERAL OBLIGATION DEBT RATING FOR THE TOWN OF PROSPER (TX); ASSIGNS Aa3 TO $2 MILLION TAX NOTES, SERIES 2010 Global Credit Research - 04 Oct 2010 Aa3 RATING AFFECTS $37.4 MILLION IN OUTSTANDING PARITY DEBT, INCLUSIVE OF CURRENT SALE Municipality TX Moody's Rating ISSUE RATING Tax Notes, Series 2010 Aa3 Sale Amount $2,045,000 Expected Sale Date 10/12/10 Rating Description General Obligation limited Tax Opinion NEW YORK, Oct 4, 2010 — Moody's Investors Service has assigned a Aa3 underlying rating to the Town of Prosper's (TX) $2 million Tax Notes, Series 2010. Concurrently, we have upgraded to Aa3 from Al the town's general obligation debt rating, affecting $35A million in outstanding parity debt. The rating also takes into account an additional $790,000 in outstanding parity debt not rated by Moody's. Proceeds from the current sale will finance dispatch -related capital projects and the purchase of two ambulances. RATING RATIONALE The bonds are secured by a direct and continued ad valorem tax levied, within the limits prescribed by law, on al taxable property within the town. The upgrade reflects the town's continuously growing tax base characterized by favorable socioeconomic indices and ample financial reserves. The elevated debt burden, driven by rapid population growth, is also factored into the Aa3 rating. TAX BASE EXPANSION CONTINUES FOR WEALTHY DALLAS SUBURB The Town of Prosper spans 27 square miles in the northwest comer of Collin County (Aaa general obligation rating) and extending into Denton County (Aaa). Favorably located 35 miles north of downtown Dallas (Aal ), the town has rapidly developed as a residential community. The tax base has experienced a notable 23% average annual growth rate over the past five years, reaching $1.1 billion in fiscal 2011. Resident wealth levels are strong, as measured by per capita income and median family income (from 2000 U.S. Census) that approximate 130.9% and 149.5% of the state levels, respectively. Further augmenting the socioeconomic profile, the median home value is well above average at $333,000. The June 2010 unemployment rate of 7.9% was below the state (8.5%) and the U.S. (9.6%) for the same time period. With an estimated 80% of the town's land remaining available for development coupled with the beneficial proximity to the Dallas employment base, we believe the tax base will continue to experience growth over the long term; however, we expect near -to -medium term growth rates to trend below historical levels. CONSERVATIVE FISCAL MANAGEMENT YIELDS SOLID FINANCIAL OPERATIONS In addition to the charter -required financial reserves equal to 10% of operating expenditures, Town Council has added an additional 25% operating cost floor for the General Fund balance. The town has consistently posted annual operating surpluses, resulting in a fiscal 2009 General Fund balance of $4.4 million (71.4% of revenues). Fiscal 2009 General Fund revenues were largely derived from property taxes (50%), sales tax collections (18%), fees and permits (9%), and franchise fees (7%). Management estimates the fiscal 2010 General Fund balance will increase to $4.6 million, noting overall General Fund revenues exceeded the budget by 5%. The fiscal 2011 budget projects a $150,000 surplus, conservatively assuming an 8% reduction in sales tax revenues and including $60,000 budgeted for contingencies. Given management's plans to continue growing General Fund reserves in line with budgetary expansion, we believe the town's financial operations will remain solid over the medium term. DEBT PROFILE EXPECTED TO REMAIN HIGH Inclusive of the current sale, the town's debt burdens are above average at 3.3% direct and 15.4% overall, both expressed as a percentage of fiscal 2011 assessed valuation. Approximately 35% of outstanding general obligation debt was issued to finance water and sewer related capital improvements; management reports net revenues of the water and sewer system covered 100% of utility -related debt service requirements in fiscal 2010. When netting out utility -supported debt, the debt burdens remain elevated but are reduced to 2.1 % direct and 14.1 % overall. The significantly higher overall debt burden is largely attributable to debt issued by the local school district, Prosper ISD (Al), to accommodate rapid enrollment growth. The town has no exposure to variable rate debt or interest rate derivatives. Amortization is average with 56.7% of principal retired in ten years. The town has no remaining debt authorization, but officials indicate plans to hold a bond election within the near term. We believe the town's debt profile will remain high over the long term given plans for additional debt issuance; however, significant pressure on debt burdens is expected to be mitigated by continued tax base expansion. WHAT COULD CHANGE THE RATING -UP 'Substantial tax base expansion coupled with maintenance of healthy socioeconomic profile 'Trend of surplus financial operations, growing reserves in line with budgetary expansion WHAT COULD CHANGE THE RATING -DOWN: 'Additional debt issuance absent continued tax base expansion, resulting in increased debt burdens 'Depletion of financial reserves, whether it be for general operations or capital outlay KEY STATISTICS 2010 Population: 9,350 FY 2011 Full Value: $1.1 billion Full Value per Capita: $122,715 Per Capita Income (2000 Census): $25,652 (130.9% of state; 118.9% of U.S.) Median Family Income (2000 Census): $68,542 (149.5% of state; 137.0% of U.S.) Direct Debt Burden (net of utility -supported debt): 2.1% Overall Debt Burden (net of utility -supported debt): 14.1% Payout of Principal (10 years): 56.7% FY 2009 General Fund Balance: $4.4 million (71.4% of General Fund revenues) Post -sale Parity Debt Outstanding: $38.2 million PRINCIPAL METHODOLOGY The principal methodology used in rating Prosper (Town of) TX was General Obligation Bonds Issued by U.S. Local Governments rating methodology published in October 2009.Other methodologies and factors that may have been considered in the process of rating this issuer can also be found on Moodys webslte. 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Leslie Lukens Analyst Public Finance Group Moody's Investors Service Michelle Smithen Backup Analyst Public Finance Group Moodys Investors Service Contacts Journalists: (212) 553-0376 Research Clients: (212) 553-1653 Moody's Investors Service 250 Greenwich Street New York, NY 10007 USA WOWS INVESTORS SERVICE © 2010 Moodys Investors Service, Inc. and/or its licensors and affiliates (collectively, "MOODY'S"). All rights reserved. CREDIT RATINGS ARE MOODY'S INVESTORS SERVICE, INC: S ("MIS-1 CURRENT OPINIONS OF THE RELATIVE FUTURE CREDIT RISK OF ENTITIES, CREDIT COMMITMENTS, OR DEBT OR DEBT-IJKE SECURITIES. MIS DEFINES CREDIT RISKAS THE RISK THAT AN ENTITY MAY NOT MEET ITS CONTRACTUAL, FINANCIAL OBLIGATIONS AS THEY COME DUE AND ANY ESTIMATED FINANCIAL LOSS IN THE EVENT OF DEFAULT. CREDIT RATINGS DO NOT ADDRESS ANY OTHER RISK, INCLUDING BUT NOT LIMITED TO. LIQUIDITY RISK, MARKET VALUE RISK, OR PRICE VOLATILITY. CREDIT RATINGS ARE NOT STATEMENTS OF CURRENT OR HISTORICAL FACT. 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Any publication into Australia of this document is by MOODYS affiliate, Moody's Investors Service Ply Umfted ABN 61 003 399 657, which holds Australian Financial Services License no. 336969. This document is intended to be provided only to "wholesale clients" within the meaning of section 761 G of the Corporations Act 2001. By continuing to access this document from within Australia, you represent to MOODYS that you are, or are accessing the document as a representative of, a "wholesale client" and that neither you nor the entity you represent will directly or indirectly disseminate this document or its contents to "retail clients" within the meaning of section 761 G of the Corporations Act 2001. riSPER OWN OF Prosper is a place where everyone matters. To: Mayor and Town Council From: Matthew B. Garrett, Finance Director CC: Mike Land, Town Manager Re: Town Council Meeting — October 12, 2010 Date: October 8, 2010 Agenda Item: Administration Agenda Item No. 10 Consider and act upon an ordinance approving all matters incident and related to the issuance and authorization of the sale of Town of Prosper Tax Notes, Series 2010 totaling $2,045,000 in connection with the radio dispatch center and the purchase of two ambulances. Description of Agenda Item: With this tax note, the Town plans to fund reimbursement of Dispatch expenses and purchase two ambulances. Attached is a draft of the ordinance for Council consideration. At this point, there are still blanks in the document for the interest rates, purchaser, price and other terms of the sale, and those will be completed when all the bids have been received by 11:00 am Tuesday, October, 12. Budget Impact: The net impact to the budget for this year will be $0 in debt service, but the preliminary schedule calls for the first payment in 2012 of $265,000. This timing and amount will vary slightly depending on the timing of payments and actual interest rate the Town receives. Legal Obligations and Review: Dan Culver, with McCall, Parkhurst & Horton L.L.P., serves as the Town's Bond Counsel and has created the ordinance authorizing the Tax Notes. Authorization of bond counsel's engagement is in Section 9 of the Ordinance. The Ordinance also approves a payment to the Texas Attorney General's Office for review and approval of the tax note as a public security. Attached Documents: Ordinance Authorizing Town of Prosper Tax Notes, Series 2010 (DRAFT) Contains authorization and various other bond administration matters Bond Counsel Opinion (DRAFT) Cover Page, Maturity Schedule and Statement Summary from Preliminary Official Statement Board/Committee Recommendation: The Finance Committee met on June 18, 2010 to discuss existing bonds and the need for this tax note to reimburse dispatch projects. The Finance Committee reached consensus that the tax notes were appropriate and necessary. Agenda Item No. 10 - Page 1 of 2 Town Staff Recommendation: Town staff recommends that the Town Council adopt the ordinance approving all matters incident and related to the issuance and authorization of the sale of Town of Prosper Tax Notes, Series 2010 totaling $2,045,000 in connection with the radio dispatch center and the purchase of two ambulances. Agenda Item No. 10 - Page 2 of 2 40 RistSouOrAwd swmoor+a.s.f DHCLOfCftt STOr Lt! (See-iommumg thiciamm of tnfarmWW ba=) NEW ISSUE - Book -Entry -Only PRELIMINARY OFT7CIAL STATEMENT Dated September 28, 2010 Ratings: Moody's: Applied for (see "Other Information — Ratings" herein) In the opinion of Bond Counsel, interest on the Notes will be excludable from gross income for federal income tax purposes under statutes, regulations, published rulings and court decisions existing on the date thereof, subject to the matters described under "Tax Matters" herein. THE NOTES WILL BE DESIGNATED AS "QUALIFIED TAX-EXEMPT OBLIGATIONS" FOR FINANCIAL INSTITUTIONS 5210451000'" TOWN OF PROSPER, TEXAS (Collin and Denton Counties) TAX NOTES, SERIES 2010 Dated Date: October 1, 2010 Due: February 15, as shown on page 2 PAYmENr TERMS ... Interest on the S2,045,0W Town of Prosper, Texas, Tax Notes, Series 2010 (the 'Notes") will accrue from October 1, 2010, (the "Dated Date") and will be payable February 1.5 and August 15 of each year commencing February 15, 2012, and will be calculated on the basis of a 360-day year consisting of twelve 30-day months. The definitive Notes will be initially registered and delivered only to Cede & Co., the nominee of The Depository Trust Company ("DTC") pursuant to the Book -Entry -Only System described herein. Beneficial ownership of the Notes may be acquired in denominations of S5,000 or integral multiples thereof. No physical delivery of the Notes wiD be made to the owners thereoL Principal of premium, if any, and interest on the Notes will be payable by the Paying Agent/Registrar to Cede & Co., which will make distribution of the amounts so paid to the participating members of DTC for subsequent payment to the beneficial owners of the Notes See "The Notes - Book -Entry -Only System" herein. The initial Paying Agent/Registrar is U S. Bank National Association, Dallas, Texas (see "The Notes - Paying Agent/Registrar'°). Auntow7v toR LssuANm ... The Notes are issued pursuant to the Constitution and general laws of the State of Texas, (the "State") particularly Chapter 1431, Teas Government Code, as amended, and constitute direct obligations of the Town of Prosper, Texas (the "Town"), payable from a continuing ad valorem tax levied on all taxable property within the Town, within the limits prescribed by law, as provided in the ordinance authorizing the Notes (the "Ordinance) (see "The Notes - Authority for issuance")_ PuRPM ... Proceeds from the sale of the Notes will be used to pay contractual obligations incurred or to be incurred (i) for the eonstructian of any public work, (ii) for the purchase of materials, supplies, equipment, machinery, buildings, lands and rights - of -way for the City's authorized needs and purposes and (in) to pay cost of professional services, including a service by a tax appraisal engineer, engineer, architect, attorney, rnapmaker, auditor, financial advisor, or fiscal agent. CUSIP PREFDC: 7435% MATURITY SCHEDULE & 4 DIGIT CUSIP See Schedule on Page 2 LECALM ... The Notes are offered for delivery when, as and if issued and received by the initial purchaser and subject to the approving opinion of the Attorney General of Texas and the opinion of McCall, Parkhurst & Horton L.LP., Bond Counsel, Dallas, Texas (see Appendix C, "Form of Bond Counsel's Opinion') DEi IVERY ... It is expected that the Notes will be available for delivery through DTC on November 10, 2010. BIDS DUE TUESDAY, OCTOBER 12, 2010, AT 11:00 A.M., CDT * Preliminary, subject to change. CUSIP Prefix: 743S% in MATURITY SCHEDULE* Maturity Principal Interest Initial CUS1P (2/15) Amount Rate Yield Suffix"' 2012 $265,000 2013 335,000 2014 345,000 2015 355,000 2016 365,000 2017 380,000 (Accrued Interest from October 1, 2010 to be added) (1) CUSIP is a registered trademark of the American Bankers Association, CUSIP data herein is provided by CUSIP Global Services, managed by Standard & .Poor's Financial Services LLC on behalf of The American Bankers Association. This data is not intended to create a database and does not serve in any way as a substitute for the CUSIP Services. NO REDEMM01w Ornor4 ... The Notes are not subject to redemption prior to maturity. " Preliminary, subject to change. 0MCiAL STATEMENT SUMMARY This summary is subject in all respects to the more complete information and definitions contained or incorporated in this Official Statement. The offering of the Notes to potential investors is made only by means of this entire Official Statement. No person is authorized to detach this summary from this Official Statement or to otherwise use it without die entire Official Statement. THETOWN ................................... The Town of Prosper is a political subdivision and municipal corporation of the State, located in Collin and Denton Counties, Texas, The Town covers approximately 27 square miles (see "Introduction - Description of Town"). T HE NOM .................................. The Notes are issued as $2,045,000' Tax Notes, Series 2010. The Noses are issued as serial Notes maturing on February 15 of each year in the years 2012 through 2017 (see "The Notes - Description of the Notes'). PAYMEKTOVBnTERFST ............. Interest on the Notes accrues from October 1, 2010, aid is payable February 15, 2012, and each August 15 and February 15 thereafter until maturity (see "The Notes - Description of the Notes" and "'flee Notes - Optional Redemption"). AuTnoWff FoR ftsuANe'E.......... The Notes are being issued pursuant to the Constitution and general laws of the State of Texas, particularly Chapter 1431, Texas Government Code, as amended, and an Ordinance passed by the Town Council of the Town (see -Tbe Notes - Authority for tssuaae"). SECURITY FM THE Nom........................................... The Notes constitute direct obligations of the Town payable from a continuing ad valorem tax levied, within the limits prescribed by law, on all taxable property within the Town (see "The Notes - Security and Source of Payment"). QUA11RED TAX-EUMPT OBUGATtONS ............ ................... The Town will designate the Notes as "Qualified Tax -Exempt Obligations- for fmancual institutions (see; "Tax Matters - Qualified Tax -Exempt Obligations for Financial Institutions"). No OrnoNAL REDEmrnoN ....... The Notes are not subject to redemption at the option of the Town prior to maturity. TAXExE+mon.......................... In the opinion of Bond Counsel, the intermit on the Notes will be excludable from gross income for federal income tax purposes under existing law, subject to the matters described under the caption "Tax Matters" herein. USE Of PROCMS ....................... Proceeds from the sale of the Notes will be used to pay contractual obligations incurred or to be incurred (i) for die construction of any public work, (ii) for the purchase of materials, supplies, equipment, machinery, buildings, lands and rights -of -way for the City's authorized needs and purposes and (iii) to pay cost of professional services, including a service by a tax appraisal engineer, engineer, architect, attorney, mapmaker, auditor financial advisor, or fiscal agent. RATINGS ...................................... The presently outstanding tax supported debt of the Town is rated "A t" by Moody's Investors Service, Inc. ("Moody's"), without regard to credit enhancement. Applications for a contract rating on the Notes has been made to Moody's (see "Other Information - Ratmgs"). BOOK-ENmy-O my SYSTEM ...................................... The definitive Notes will be initially registered and delivered only to Cede dt Co., the nominee of DTC pursuant to the Book -Entry -Only System described herein. Beneficial ownership of the Notes may be acquired in denominations of S5,000 or integral multiples thereof. No physical delivery of the Notes will be made to the beneficial owners thereof. Principal of, premium, if any, and interest on the Notes will be payable by the Paying Agent/Registrar to Cade & Co., which will make distribution of the amounts so paid to the participating members of DTC for subsequent payment to the beneficial owners of the Notes (see "'line Notes - Book-Eutry-)nly System"). PAYMENT RECORD ..................... The Town has never defaulted in payment of its general obligation tax debt. 0 Preliminary, subject to change. SELECTED FINANCIAL UtToRMATioN Per Per Ratio Fiscal Capita Capita Tax Debt Year Estimated Taxable Taxable Funded Tax Funded io Taxable % of Ended City Assessed Assessed Debt at Tax Assessed Total Tax 9/30 Population") Valuation(3) Valuation End of'YeaP Debt Valuation Collections 2007 6,000 S 585.120,621 S 97,520 S25,336,492 S 4,223 4,33% 100.83% 2008 6,300 835.627,581 132,639 24,495.000 3,898 2.93% 100.000/0 2009 7,150 997,044,689 139,447 37,330,000 5,221 3.740/a 100.270/9 2010 9.940 1,042,515,717 104,881 36,180,000 3,640 3.47% 101.22% is1 2011 11,500 1,147.384,655 99,773 36,585,000 3.191 "'1 3.19% 141 N/A. (1) Source: Town Officials (2) As reported by the Collin County and Denton County Appraisal Districts on the Town's annual State property tax reports; subject to change during the ensuing year. (3) Includes self-supporting debt. (4) Projected. includes the Notes. (5) Collections as of July 31, 2010. GENERAL FUND CONSOLIDATED STATEMENT SUMMARY For Fiscal Year Ended September 30, 2009 2008 2007 2006 2005 Beginning Balance S 4,007,041 S 3,093.165 $ 2.485,265 iit S 1,820 709 S I,181 170 Total Revenues 5,916,036 5,948,471 4,200,645 4,339,447 3,372,125 Total Expenditures 5,737,739 6.695,968 3.641,195 3,231,137 2,976,718 Other Financing Sources (Uses) 212,266 1,761.373 48,450 - (55.968) Net Funds Available 390,563 913,876 607,900 1,108,310 639,539 Ending Balance S 4.397,604 S 4,007,041 S 3.093,165 $ 2,929,019 � M S 1.820.709 (1) Restated. For additional information regarding the Town, please contact_ Mike Land iason L Hughes Town Manager Vice President Town of Prosper or First Southwest Company P.O. Box 307 325 N. St. Paul Street, Suite 800 Prosper, Texas 75078 Dallas, Texas 75201 (972) 346-2640 (214) 953-8707 5 LAW OFFICES M°CALL, PARKHURST & HORTON L.L.P. 600 CONGRESS AVENUE 717 NORTH HARWOOD 700 N. ST. MARY'S STREET 1800 ONE AMERICAN CENTER NINTH FLOOR 1525 ONE RIVERWALK PLACE AUSTIN, TEXAS 78701-3248 DALLAS, TEXAS 75201-6587 SAN ANTONIO, TEXAS 78205-3503 TELEPHONE: 512 478-3805 TELEPHONE: 214754-9200 TELEPHONE: 210225-2800 FACSIMILE: 512 472-0871 FACSIMILE: 214 754-9250 FACSIMILE: 210 225-2984 Proposed Form of Opinion of Bond Counsel An opinion in substantially the following form will be delivered by McCall, Parkhurst & Horton L.L.P., Bond Counsel, upon the delivery of the Notes, assuming no material changes in facts or law. TOWN OF PROSPER, TEXAS TAX NOTES SERIES 2010, DATED OCTOBER 1, 2010 IN THE AGGREGATE PRINCIPAL AMOUNT OF $2,045,000 AS BOND COUNSEL for the Town of Prosper, Texas, the issuer (the "Issuer") of the Notes of Obligation described above (the "Notes"), we have examined into the legality and validity ofthe Notes, which bear interest from the date specified in the text of the Notes, until maturity or redemption, at the rates and payable on the dates as stated in the text of the Notes, and maturing serially on the dates specified in the text of the Notes, all in accordance with the terms and conditions stated in the text of the Notes. WE HAVE EXAMINED the applicable and pertinent provisions ofthe Constitution and laws of the State of Texas, and a transcript of certified proceedings of the Issuer, and other pertinent instruments authorizing and relating to the issuance ofthe Notes, including one ofthe executed Notes (Note Number T-1). BASED ON SAID EXAMINATION, IT IS OUR OPINION that the Notes have been authorized, issued and delivered in accordance with law; and that except as may be limited by laws applicable to the Issuer relating to bankruptcy, reorganization and other similar matters affecting creditors' rights generally, and by general principles of equity which permit the exercise of judicial discretion, the Notes constitute valid and legally binding obligations of the Issuer; and that ad valorem taxes sufficient to provide for the payment of the interest on and principal of said Notes have been levied and pledged for such purpose, within the limit prescribed by law, all as provided in the Ordinance of the Issuer authorizing the issuance of the Notes. IT IS FURTHER OUR OPINION that, except as discussed below, under the statutes, regulations, published rulings, and court decisions existing on the date of this opinion, the interest on the Notes (i) is excludable from the gross income ofthe owners thereof for federal income tax purposes, and (ii) is not treated as a "preference item" in calculating the alternative minimum tax imposed on individuals and corporations under section 57(a)(5) of the Internal Revenue Code of 1986 (the "Code") and is not includable in the adjusted current earnings of corporations under section 56(g) of the Code for purposes of calculating the alternative minimum tax imposed on such corporations. In expressing the aforementioned opinions, we have relied on, certain representations, the accuracy of which we have not independently verified, and assume compliance with certain covenants regarding the use and investment of the proceeds of the Notes and the use of the property financed therewith. We call your attention to the fact that if such representations are determined to be inaccurate or if the Issuer fails to comply with such covenants, interest on the Notes may become includable in gross income retroactively to the date of issuance of the Notes. EXCEPT AS STATED ABOVE, we express no opinion as to any other federal, state, or local tax consequences of acquiring, carrying, owning, or disposing of the Notes. OUR OPINIONS ARE BASED ON EXISTING LAW, which is subject to change. Such opinions are further based on our knowledge of facts as of the date hereof. We assume no duty to update or supplement our opinions to reflect any facts or circumstances that may thereafter come to our attention or to reflect any changes in any law that may thereafter occur or become effective. Moreover, our opinions are not a guarantee of result and are not binding on the Internal Revenue Service (the "Service"); rather, such opinions represent our legal judgment based upon our review of existing law and in reliance upon the representations and covenants referenced above that we deem relevant to such opinions. The Service has an ongoing audit program to determine compliance with rules that relate to whether interest on state or local obligations is includable in gross income for federal income tax purposes. No assurance can be given whether or not the Service will commence an audit of the Notes. If an audit is commenced, in accordance with its current published procedures the Service is likely to treat the Issuer as the taxpayer. We observe that the Issuer has covenanted not to take any action, or omit to take any action within its control, that if taken or omitted, respectively, may result in the treatment of interest on the Notes as includable in gross income for federal income tax purposes. WE EXPRESS NO OPINION as to any insurance policies issued with respect to the payments due for the principal of and interest on the Notes, nor as to any such insurance policies issued in the future. OUR SOLE ENGAGEMENT in connection with the issuance of the Notes is as Bond Counsel for the Issuer, and, in that capacity, we have been engaged by the Issuer for the sole purpose of rendering our opinions with respect to the legality and validity of the Notes under the Constitution and laws of the State of Texas, and with respect to the exclusion from gross income of the interest on the Notes for federal income tax purposes, and for no other reason or purpose. The foregoing opinions represent our legal judgment based upon a review of existing legal authorities that we deem relevant to render such opinions and are not a guarantee of a result. We have not been requested to investigate or verify, and have not independently investigated or verified, any records, data, or other material relating to the financial condition or capabilities of the Issuer, or the disclosure thereof in connection with the sale of the Notes, and have not assumed any responsibility with respect thereto. We express no opinion and make no comment with respect to the marketability of the Notes and have relied solely on certificates executed by officials of the Issuer as to the current outstanding indebtedness of, and assessed valuation of taxable property within the Issuer. Our role in connection with the Issuer's Official Statement prepared for use in connection with the sale of the Notes has been limited as described therein. Respectfully, ORDINANCE OF THE TOWN OF PROSPER, TEXAS AUTHORIZING THE ISSUANCE OF TOWN OF PROSPER, TEXAS TAX NOTES, SERIES 2010 TABLE OF CONTENTS Section 1. Preambles and Definitions .............................................. 3 Section 2. Amount and Purpose of the Notes; Designation, Date, Denominations, Numbers and Maturities of Notes ................................................... 4 Section 3. Characteristics of the Notes ............................................. 5 Section 4. Form of Note ......................................................... 8 Section5.Tax Levy............................................................9 Section 6. Method of Amendment ................................................ 10 Section 7. Defeasance of Notes .................................................. 11 Section 8. Damaged, Mutilated, Lost, Stolen, or Destroyed Notes ....................... 12 Section 9. Custody, Approval, and Registration of Notes; Bond Counsel's Opinion and Engagement of Bond Counsel; Use of Cusip Numbers and Contingent Insurance Provision, if Obtained; Attorney General Filing Fee ............................ 13 Section 10. Covenants Regarding Tax Exemption of Interest on the Notes ................ 14 Section 11. Sale of Notes ....................................................... 16 Section 12. Approval of Official Statement ......................................... 16 Section 13. Further Procedures .................................................. 17 Section 14. Compliance with Rule 15c2-12........................................ 17 Section 15. Interest Earnings on Note Proceeds; Use of Accrued Interest Received from Sale ofNotes.............................................................. 19 Section 16. Disposition of Project ................................................ 19 Section 17. Governing Law.....................................................20 Section 18. Severability........................................................ 20 Section 19. Designation as Qualified Tax -Exempt Obligations ......................... 20 Section 20. Continued Perfection of Security Interest ................................. 20 Section 21. Events of Default ................................................... 20 Section 22. Remedies for Default ................................................ 21 Section 23. Remedies Not Exclusive .............................................. 21 ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, PROVIDING FOR THE ISSUANCE OF TOWN OF PROSPER, TEXAS TAX NOTES, SERIES 2010; PRESCRIBING THE FORM OF THE NOTES; LEVYING AD VALOREM TAXES TO SECURE THE NOTES; AND ORDAINING OTHER MATTERS IN CONNECTION WITH THE ISSUANCE AND SALE OF THE TAX NOTES THE STATE OF TEXAS § COUNTIES OF COLLIN AND DENTON § TOWN OF PROSPER § WHEREAS, pursuant to Chapter 1431, Texas Government Code (hereinafter called the "Act"), the governing body (the "Town Council") ofthe Town of Prosper (the "Issuer") is authorized and empowered to issue tax notes to pay contractual obligations incurred or to be incurred (i) for the construction of any public work, (ii) for the purchase of materials, supplies, equipment, machinery, buildings, lands and rights -of -way for the Issuer's authorized needs and purposes and (iii) to pay costs of professional services, including a service by a tax appraisal engineer, engineer, architect, attorney, mapmaker, auditor, financial advisor, or fiscal agent; and WHEREAS, in accordance with the provisions of the Act, the Town Council hereby finds and determines that tax notes should be issued and sold at this time to finance the costs incurred by the Town in connection with the acquisition and implementation of a radio dispatch center for the Issuer, including radio relay equipment and other improvements associated with a radio communication network for municipal purposes, to purchase ambulances and to pay the costs associated with the issuance of the notes (the "Project"); and WHEREAS, the governing body of the Issuer deems it appropriate to adopt this Ordinance (the "Note Ordinance") and issue the Town of Prosper, Texas Tax Notes, Series 2010 (the "Notes") herein authorized as permitted by the Act. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER: Section 1. PREAMBLES AND DEFINITIONS. The Town Council of the Issuer hereby incorporates the recitals set forth in the preamble hereto as if set forth in full at this place and further finds and determines that said recitals are true and correct. Unless the context shall indicate a contrary meaning or intent, the terms below defined, for all purposes of this Ordinance, or any Ordinance amendatory or supplemental hereto, shall be construed, are used, and are intended to have meanings as follows: "Act" — Chapter 1431, Texas Government Code, as amended. "Bond Counsel" — McCall, Parkhurst & Horton L.L.P., or such other firm of attorneys of nationally recognized standing in the field of law relating to municipal bonds selected by the Issuer. "Business Day" — Any day that is not a Saturday, Sunday, legal holiday, or a day on which banking institutions in the State or in the city where the Paying Agent/Registrar is located are authorized by law or executive order to close. "Code" — The Internal Revenue Code of 1986, and any amendments thereto. "Issuer" — The Town of Prosper, Texas, a political subdivision and home rule municipality of the State. "Note" and "Notes" — Individually, each note of that series known as the "Town of Prosper, Texas Tax Note, Series 2010", dated October 1, 2010, authorized by this Ordinance. Collectively, "Notes" shall mean and include collectively the Note initially issued and delivered pursuant to this Ordinance and all substitute Notes exchanged therefor, as well as all other substitute Notes and replacement Notes issued pursuant hereto, and the term "Notes" shall mean any of such Notes. "Paying Agent/Registrar" — The bank, trust company, financial institution or other entity so named in accordance with the provisions of Section 3 of this Ordinance. "Project" — Collectively, those projects to be funded with proceeds of the Notes, as described in the preambles hereto. "Registered Owner" — The registered owner of each Note from time to time as shown in the books kept by the Paying Agent/Registrar as note registrar and transfer agent. "Ordinance" — This ordinance and all amendments hereof and supplements hereto. "State" — The State of Texas. "Town Council" — The Town Council of the Issuer. Section 2. AMOUNT AND PURPOSE OF THE NOTES; DESIGNATION, DATE, DENOMINATIONS, NUMBERS AND MATURITIES OF NOTES. The Notes are hereby authorized to be issued and delivered in the aggregate principal amount of $2,045,000 for the purpose of paying the costs of the Project. Each Note issued pursuant to this Ordinance shall be designated: TOWN OF PROSPER, TEXAS TAX NOTE, SERIES 2010," and initially there shall be issued, sold and delivered hereunder fully registered Notes, without interest coupons, with the Notes being dated October 1, 2010, in the respective denominations and principal amounts hereinafter stated, with the initial Note numbered T-1 and with notes issued in replacement thereof being in the denominations and principal amounts hereinafter stated and numbered consecutively from R-1 upward, payable to the initial registered owner thereof (as designated in Section 11 hereof), or to the registered assignee or assignees of said Notes or any portion or portions thereof (the "Registered Owner"), and said Notes shall mature and be payable serially on February 15 in each of the years and in the principal amounts, respectively, and shall bear interest calculated on the basis of a 360-day year composed of twelve 30-day months from the dates specified in the FORM OF NOTE set forth in this Ordinance to their respective dates of maturity or redemption prior to maturity at the following rates per annum, as set forth in the following schedule: Year 2012 2013 2014 2015 2016 2017 Principal Interest Amount Rate $265,000 335,000 345,000 355,000 365,000 380,000 Section 3. CHARACTERISTICS OF THE NOTES. (a) Registration, Transfer, Conversion and Exchange: Authentication. The Issuer shall keep or cause to be kept at the corporate trust office of U.S. Bank National Association in Dallas, Texas (the "Paying Agent/Registrar"), books or records for the registration of the transfer, conversion and exchange of the Notes (the "Registration Books"), and the Issuer hereby appoints the Paying Agent/Registrar as its registrar and transfer agent to keep such books or records and make such registrations of transfers, conversions and exchanges under such reasonable regulations as the Issuer and Paying Agent/Registrar may prescribe; and the Paying Agent/Registrar shall make such registrations, transfers, conversions and exchanges as herein provided. The Paying Agent/Registrar shall at all times maintain an office in the State or shall keep a copy of the Registration Books in the State. The Paying Agent/Registrar shall obtain and record in the Registration Books the address of the registered owner of each Note to which payments with respect to the Notes shall be mailed, as herein provided; but it shall be the duty of each registered owner to notify the Paying Agent/Registrar in writing of the address to which payments shall be mailed, and such interest payments shall not be mailed unless such notice has been given. To the extent possible and under reasonable circumstances, all transfers of Notes shall be made within three business days after request and presentation thereof. The Issuer shall have the right to inspect the Registration Books during regular business hours of the Paying Agent/Registrar, but otherwise the Paying Agent/Registrar shall keep the Registration Books confidential and, unless otherwise required by law, shall not permit their inspection by any other entity. The Paying Agent/Registrar's standard or customary fees and charges for making such registration, transfer, conversion, exchange and delivery of a substitute Note or Notes shall be paid as provided in the FORM OF NOTE set forth in this Ordinance. Registration of assignments, transfers, conversions and exchanges of Notes shall be made in the manner provided and with the effect stated in the FORM OF NOTE set forth in this Ordinance. Each substitute Note shall bear a letter and/or number to distinguish it from each other Note. An authorized representative of the Paying Agent/Registrar shall, before the delivery of any such Note, date and manually sign the Paying Agent/Registrar's Authentication Certificate, and no such Note shall be deemed to be issued or outstanding unless such Certificate is so executed. The Paying Agent/Registrar promptly shall cancel all paid Notes and Notes surrendered for conversion and exchange. No additional ordinances, orders, or resolutions need be passed or adopted by the governing body of the Issuer or any other body or person so as to accomplish the foregoing conversion and exchange of any Note or portion thereof, and the Paying Agent/Registrar shall provide for the printing, execution, and delivery of the substitute Notes in the manner prescribed herein. Pursuant to Chapter 1201, Subchapter D, Texas Government Code, the duty of conversion and exchange of Notes as aforesaid is hereby imposed upon the Paying Agent/Registrar, and, upon the execution of said Certificate, the converted and exchanged Note shall be valid, incontestable and enforceable in the same manner and with the same effect as the Notes that initially were issued and delivered pursuant to this Ordinance, approved by the Attorney General, and registered by the Comptroller of Public Accounts. (b) Payment of Notes and Interest. The Issuer hereby further appoints the Paying Agent/Registrar to act as the paying agent for paying the principal of and interest on the Notes, all as provided in this Ordinance. The Paying Agent/Registrar shall keep proper records of all payments made by the Issuer and the Paying Agent/Registrar with respect to the Notes, and of all conversions and exchanges of Notes, and all replacements of Notes, as provided in this Ordinance. However, in the event of a nonpayment of interest on a scheduled payment date, and for thirty (30) days thereafter, a new record date for such interest payment (a "Special Record Date") will be established by the Paying Agent/Registrar, if and when funds for the payment of such interest have been received from the Issuer. Notice of the Special Record Date and of the scheduled payment date of the past due interest (which shall be 15 days after the Special Record Date) shall be sent at least five (5) business days prior to the Special Record Date by United States mail, first-class postage prepaid, to the address of each registered owner appearing on the Registration Books at the close of business on the last business day next preceding the date of mailing of such notice. (c) In General. The Notes (i) shall be issued in fully registered form, without interest coupons, with the principal of and interest on such Notes to be payable only to the registered owners thereof; (ii) may or shall be redeemed prior to their scheduled maturities; (iii) may be transferred and assigned; (iv) may be converted and exchanged for other Notes; (v) shall have the characteristics; (vi) shall be signed, sealed, executed and authenticated; (vii) the principal of and interest on the Notes shall be payable; and (viii) shall be administered and the Paying Agent/Registrar and the Issuer shall have certain duties and responsibilities with respect to the Notes, all as provided, and in the manner and to the effect as required or indicated, in the FORM OF NOTE set forth in this Ordinance. The Note initially issued and delivered pursuant to this Ordinance is not required to be, and shall not be, authenticated by the Paying Agent/Registrar, but on each substitute Note issued in conversion of and exchange for any Note or Notes issued under this Ordinance the Paying Agent/Registrar shall execute the PAYING AGENT/REGISTRAR'S AUTHENTICATION CERTIFICATE, in the form set forth in the FORM OF NOTE. (d) Substitute Pang A ent/Re isg tray. The Issuer covenants with the registered owners of the Notes that at all times while the Notes are outstanding the Issuer will provide a competent and legally qualified bank, trust company, financial institution, or other agency to act as and perform the services of Paying Agent/Registrar for the Notes under this Ordinance, and that the Paying Agent/Registrar will be one such entity. The Issuer reserves the right to, and may, at its option, change the Paying Agent/Registrar upon not less than 60 days written notice to the Paying Agent/Registrar, to be effective not later than 45 days prior to the next principal or interest payment date after such notice. In the event that the entity at any time acting as Paying Agent/Registrar (or its successor by merger, acquisition, or other method) should resign or otherwise cease to act as such, the Issuer covenants that promptly it will appoint a competent and legally qualified bank, trust company, financial institution, or other agency to act as Paying Agent/Registrar under this Ordinance. Upon any change in the Paying Agent/Registrar, the previous Paying Agent/Registrar promptly shall transfer and deliver the Registration Books (or a copy thereof), along with all other pertinent books and records relating to the Notes, to the new Paying Agent/Registrar designated and appointed by the Issuer. Upon any change in the Paying Agent/Registrar, the Issuer promptly will cause a written notice thereof to be sent by the new Paying Agent/Registrar to each registered owner of the Notes, by United States mail, first-class postage prepaid, which notice also shall give the address of the new Paying Agent/Registrar. By accepting the position and performing as such, each Paying Agent/Registrar shall be deemed to have agreed to the provisions of this Ordinance, and a certified copy of this Ordinance shall be delivered to each Paying Agent/Registrar. (e) Book -Entry OnlySystem. The Notes issued in exchange for the Note initially issued to the purchaser specified herein shall be initially issued in the form of a separate single fully - registered Note for each of the maturities thereof. Upon initial issuance, the ownership of each such Note shall be registered in the name of Cede & Co., as nominee of The Depository Trust Company of New York ("DTC"), and except as provided in subsection (f) hereof, all of the outstanding Notes shall be registered in the name of Cede & Co., as nominee of DTC. With respect to Notes registered in the name of Cede & Co., as nominee of DTC, the Issuer and the Paying Agent/Registrar shall have no responsibility or obligation to any securities brokers and dealers, banks, trust companies, clearing corporations and certain other organizations on whose behalf DTC was created ("DTC Participant") to hold securities to facilitate the clearance and settlement of securities transactions among DTC Participants or to any person on behalf of whom such a DTC Participant holds an interest in the Notes. Without limiting the immediately preceding sentence, the Issuer and the Paying Agent/Registrar shall have no responsibility or obligation with respect to (i) the accuracy of the records of DTC, Cede & Co. or any DTC Participant with respect to any ownership interest in the Notes, (ii) the delivery to any DTC Participant or any other person, other than a registered owner of Notes, as shown on the Registration Books, of any notice with respect to the Notes, or (iii) the payment to any DTC Participant or any other person, other than a registered owner of Notes, as shown in the Registration Books of any amount with respect to principal of or interest on the Notes. Notwithstanding any other provision of this Ordinance to the contrary, the Issuer and the Paying Agent/Registrar shall be entitled to treat and consider the person in whose name each Note is registered in the Registration Books as the absolute owner of such Note for the purpose of payment of principal and interest with respect to such Note, for the purpose of registering transfers with respect to such Note, and for all other purposes whatsoever. The Paying Agent/Registrar shall pay all principal of and interest on the Notes only to or upon the order of the registered owners, as shown in the Registration Books as provided in this Ordinance, or their respective attorneys duly authorized in writing, and all such payments shall be valid and effective to fully satisfy and discharge the Issuer's obligations with respect to payment of principal of and interest on the Notes to the extent of the sum or sums so paid. No person other than a registered owner, as shown in the Registration Books, shall receive allote certificate evidencing the obligation of the Issuer to make payments of principal and interest pursuant to this Ordinance. Upon delivery by DTC to the Paying Agent/Registrar of written notice to the effect that DTC has determined to substitute a new nominee in place of Cede & Co., and subject to the provisions in this Ordinance with respect to interest checks being mailed to the registered owner at the close of business on the Record date, the words "Cede & Co." in this Ordinance shall refer to such new nominee of DTC. (f) Successor Securities Depository: Transfers Outside Book -Entry Only System. In the event that the Issuer determines that DTC is incapable of discharging its responsibilities described herein and in the representation letter of the Issuer to DTC or that it is in the best interest of the beneficial owners of the Notes that they be able to obtain certificated Notes, the Issuer shall (i) appoint a successor securities depository, qualified to act as such under Section 17A of the Securities and Exchange Act of 1934, as amended, notify DTC and DTC Participants of the appointment of such successor securities depository and transfer one or more separate Notes to such successor securities depository or (ii) notify DTC and DTC Participants of the availability through DTC of Notes and transfer one or more separate Notes to DTC Participants having Notes credited to their DTC accounts. In such event, the Notes shall no longer be restricted to being registered in the Registration Books in the name of Cede & Co., as nominee of DTC, but may be registered in the name of the successor securities depository, or its nominee, or in whatever name or names registered owners transferring or exchanging Notes shall designate, in accordance with the provisions of this Ordinance. (g) Payments to Cede & Co. Notwithstanding any other provision of this Ordinance to the contrary, so long as any Note is registered in the name of Cede & Co., as nominee of DTC, all payments with respect to principal of and interest on such Note and all notices with respect to such Note shall be made and given, respectively, in the manner provided in the representation letter of the Issuer to DTC. (h) Cancellation of Initial Note. On the closing date, one initial Note representing the entire principal amount of the Notes, payable in stated installments to the order of the initial purchaser of the Notes or its designee, executed by manual or facsimile signature of the Mayor and the Town Secretary of the Issuer, approved by the Attorney General of Texas, and registered and manually signed by the Comptroller of Public Accounts of the State, will be delivered to such purchaser or its designee. Upon payment for the initial Note, the Paying Agent/Registrar shall cancel the initial Note and deliver to the Depository Trust Company on behalf of such purchaser one registered definitive Note for each year of maturity of the Notes, in the aggregate principal amount of all of the Notes for such maturity. Section 4. FORM OF NOTE. (a) Generally. The form of the Notes, including the form of the initial Note, the form of Paying Agent/Registrar's Authentication Certificate, the form of Assignment and the form of Registration Certificate of the Comptroller of Public Accounts of the State to be attached to the Note W initially issued and delivered pursuant to this Ordinance, shall be, respectively, substantially as provided in Exhibit A hereto, with such appropriate variations, omissions, or insertions as are permitted or required by this Ordinance. (b) Insertions for the initial Note. The initial Note shall be in the form provided by paragraph (a) of this Section, except that: A. immediately under the name of the Note, the headings "INTEREST RATE" and "MATURITY DATE" shall both be completed with the words "As shown below" and "CUSIP NO. " shall be deleted. B. the first paragraph shall be deleted and the following will be inserted: "THE TOWN OF PROSPER, TEXAS (the "Issuer"), being a political subdivision and home rule municipality of the State of Texas, located in Collin and Denton Counties, hereby promises to pay to the Registered Owner specified above, or registered assigns (hereinafter called the "Registered Owner"), on February 15 in each of the years, in the principal installments and bearing interest at the per annum rates set forth in the following schedule: Years Principal Installments Interest Rates (Information for the Notes from Section 2 to be inserted) The Issuer promises to pay interest on the unpaid principal amount hereof (calculated on the basis of a 360-day year of twelve 30-day months) from October 1, 2010 at the respective Interest Rate per annum specified above. Interest is payable on February 15, 2012 and semiannually on each August 15 and February 15 thereafter to the date of payment of the principal installment specified above, or the date of redemption prior to maturity; except, that if this Note is required to be authenticated and the date of its authentication is later than the first Record Date (hereinafter defined), such principal amount shall bear interest from the interest payment date next preceding the date of authentication, unless such date of authentication is after any Record Date but on or before the next following interest payment date, in which case such principal amount shall bear interest from such next following interest payment date; provided, however, that if on the date of authentication hereof the interest on the Note or Notes, if any, for which this Note is being exchanged is due but has not been paid, then this Note shall bear interest from the date to which such interest has been paid in full." C. The initial Note shall be numbered "T-L" Section 5. TAX LEVY. A special Interest and Sinking Fund (the "Interest and Sinking Fund") is hereby created solely for the benefit of the Notes, and the Interest and Sinking Fund shall be established and maintained by the Issuer at an official depository bank of the Issuer. The Interest and Sinking Fund shall be kept separate and apart from all other funds and accounts of the Issuer, and shall be used only for paying the interest on and principal of the Notes. All ad valorem taxes levied and collected for and on account of the Notes shall be deposited, as collected, to the credit of the Interest and Sinking Fund. During each year while any of the Notes or interest thereon are outstanding and unpaid, the governing body of the Issuer shall compute and ascertain a rate and amount of ad valorem tax which will be sufficient to raise and produce the money required to pay the interest on the Notes (but never less than 2% of the original amount of the Notes as a sinking fund each year) as such interest comes due, and to provide and maintain a sinking fund adequate to pay the principal of its Notes as such principal matures; and said tax shall be based on the latest approved tax rolls of the Issuer, with full allowance being made for tax delinquencies and the cost of tax collection. Said rate and amount of ad valorem tax is hereby levied, and is hereby ordered to be levied, against all taxable property in the Issuer for each year while any of the Notes or interest thereon are outstanding and unpaid; and said tax shall be assessed and collected each such year and deposited to the credit of the aforesaid Interest and Sinking Fund. Said ad valorem taxes sufficient to provide for the payment of the interest on and principal of the Notes as such interest comes due and such principal matures are hereby pledged for such payment, within the limit prescribed by law. Section 6. METHOD OF AMENDMENT. The Issuer hereby reserves the right to amend this Ordinance subject to the following terms and conditions: (a) The Issuer may from time to time, without the consent of any holder, except as otherwise required by paragraph (b) below, amend or supplement this Ordinance in order to (i) cure any ambiguity, defect or omission in this Ordinance that does not materially adversely affect the interests of the holders, (ii) grant additional rights or security for the benefit of the holders, (iii) add events of default as shall not be inconsistent with the provisions of this Ordinance and that shall not materially adversely affect the interests of the holders, (iv) qualify this Ordinance under the Trust Indenture Act of 1939, as amended, or corresponding provisions of federal laws from time to time in effect, or (v) make such other provisions in regard to matters or questions arising under this Ordinance as shall not be inconsistent with the provisions of this Ordinance and that shall not in the opinion of Bond Counsel materially adversely affect the interests of the holders. (b) Except as provided in paragraph (a) above, the holders of Notes aggregating in principal amount 51 % of the original principal amount of then outstanding Notes that are the subject of a proposed amendment shall have the right from time to time to approve any amendment hereto that may be deemed necessary or desirable by the Issuer; provided, however, that without the consent of 100% of the holders in original principal amount of the then outstanding Notes, nothing herein contained shall permit or be construed to permit amendment of the terms and conditions of this Ordinance or in any of the Notes so as to: (1) Make any change in the maturity of any of the outstanding Notes; (2) Reduce the rate of interest borne by any of the outstanding Notes; (3) Reduce the amount of the principal of, or redemption premium, if any, payable on any outstanding Notes; (4) Modify the terms of payment of principal or of interest or redemption premium on outstanding Notes or any of them or impose any condition with respect to such payment; or (5) Change the minimum percentage of the principal amount of the Notes necessary for consent to such amendment. (c) If at any time the Issuer shall desire to amend this Ordinance under this Section, the Issuer shall send by U.S. mail to each registered owner of the affected Notes a copy of the proposed amendment and cause notice of the proposed amendment to be published at least once in a financial publication published in New York, New York or in the State. Such published notice shall briefly set forth the nature of the proposed amendment and shall state that a copy thereof is on file at the office of the Issuer for inspection by all holders of such Notes. (d) Whenever at any time within one year from the date of publication of such notice the Issuer shall receive an instrument or instruments executed by the holders of at least 51 % in original principal amount of all of the Notes then outstanding that are required for the amendment, which instrument or instruments shall refer to the proposed amendment and shall specifically consent to and approve such amendment, the Issuer may adopt the amendment in substantially the same form. (e) Upon the adoption of any amendatory Ordinance pursuant to the provisions of this Section, this Ordinance shall be deemed to be modified and amended in accordance with such amendatory Ordinance, and the respective rights, duties, and obligations ofthe Issuer and all holders of such affected Notes shall thereafter be determined, exercised, and enforced, subject in all respects to such amendment. (f) Any consent given by the holder of a Note pursuant to the provisions of this Section shall be irrevocable for a period of six months from the date of the publication ofthe notice provided for in this Section, and shall be conclusive and binding upon all future holders of the same note during such period. Such consent may be revoked at any time after six months from the date of the publication of said notice by the holder who gave such consent, or by a successor in title, by filing notice with the Issuer, but such revocation shall not be effective if the holders of 5 1 % in original principal amount of the affected Notes then outstanding, have, prior to the attempted revocation, consented to and approved the amendment. For the purposes of establishing ownership ofthe Notes, the Issuer shall rely solely upon the registration of the ownership of such Notes on the registration books kept by the Paying Agent/Registrar. Section 7. DEFEASANCE OF NOTES. (a) Any Note and the interest thereon shall be deemed to be paid, retired and no longer outstanding (a "Defeased Note") within the meaning of this Ordinance, except to the extent provided in subsection (d) of this Section, when payment of the principal of such Note, plus interest thereon 10 to the due date (whether such due date be by reason of maturity or otherwise) either (i) shall have been made or caused to be made in accordance with the terms thereof, or (ii) shall have been provided for on or before such due date by irrevocably depositing with or making available to the Paying Agent/Registrar in accordance with an escrow agreement or other instrument (the "Future Escrow Agreement") for such payment (1) lawful money of the United States of America sufficient to make such payment or (2) Defeasance Securities that mature as to principal and interest in such amounts and at such times as will insure the availability of sufficient money to provide for such payment, and when proper arrangements have been made by the Issuer with the Paying Agent/Registrar for the payment of its services until all Defeased Notes shall have become due and payable. At such time as a Note shall be deemed to be a Defeased Note hereunder, as aforesaid, such Note and the interest thereon shall no longer be secured by, payable from, or entitled to the benefits of, the ad valorem taxes or revenues herein levied and pledged as provided in this Ordinance, and such principal and interest shall be payable solely from such money or Defeasance Securities. (b) Any moneys so deposited with the Paying Agent/Registrar may at the written direction of the Issuer be invested in Defeasance Securities, maturing in the amounts and times as hereinbefore set forth, and all income from such Defeasance Securities received by the Paying Agent/Registrar that is not required for the payment of the Notes and interest thereon, with respect to which such money has been so deposited, shall be turned over to the Issuer, or deposited as directed in writing by the Issuer. Any Future Escrow Agreement pursuant to which the money and/or Defeasance Securities are held for the payment of Defeased Notes may contain provisions permitting the investment or reinvestment of such moneys in Defeasance Securities or the substitution of other Defeasance Securities upon the satisfaction of the requirements specified in (i) or (ii) of paragraph (a) above. All income from such Defeasance Securities received by the Paying Agent/Registrar that is not required for the payment of the Defeased Notes, with respect to which such money has been so deposited, shall be remitted to the Issuer or deposited as directed in writing by the Issuer. (c) The term "Defeasance Securities" means any securities and obligations now or hereafter authorized by State law that are eligible to refund, retire or otherwise discharge obligations such as the Notes. (d) Until all Defeased Notes shall have become due and payable, the Paying Agent/Registrar shall perform the services of Paying Agent/Registrar for such Defeased Notes the same as if they had not been defeased, and the Issuer shall make proper arrangements to provide and pay for such services as required by this Ordinance. (e) In the event that the Issuer elects to defease less than all of the principal amount of Notes of a maturity, the Paying Agent/Registrar shall select, or cause to be selected, such amount of Notes by such random method as it deems fair and appropriate. Section 8. DAMAGED, MUTILATED, LOST, STOLEN, OR DESTROYED NOTES. I (a) Replacement Notes. In the event any outstanding Note is damaged, mutilated, lost, stolen, or destroyed, the Paying Agent/Registrar shall cause to be printed, executed, and delivered a new note of the same principal amount, maturity, and interest rate, as the damaged, mutilated, lost, stolen, or destroyed Note in replacement for such Note in the manner hereinafter provided. (b) Application for Replacement Notes. Application for replacement of damaged, mutilated, lost, stolen, or destroyed Notes shall be made by the registered owner thereof to the Paying Agent/Registrar. In every case of loss, theft, or destruction of a Note, the registered owner applying for a replacement note shall furnish to the Issuer and to the Paying Agent/Registrar such security or indemnity as may be required by them to save each of them harmless from any loss or damage with respect thereto. Also, in every case of loss, theft, or destruction of a Note, the registered owner shall furnish to the Issuer and to the Paying Agent/Registrar evidence to their satisfaction of the loss, theft, or destruction of such Note. In every case of damage or mutilation of a Note, the registered owner shall surrender to the Paying Agent/Registrar for cancellation the Note so damaged or mutilated. (c) No Default Occurred. Notwithstanding the foregoing provisions of this Section, in the event any such Note shall have matured, and no default has occurred that is then continuing in the payment of the principal of or interest on the Note, the Issuer may authorize the payment of the same (without surrender thereof except in the case of a damaged or mutilated Note) instead of issuing a replacement Note, provided security or indemnity is furnished as above provided in this Section. (d) Charge for Issuing Replacement Notes. Prior to the issuance of any replacement note, the Paying Agent/Registrar shall charge the registered owner of such Note with all legal, printing, and other expenses in connection therewith. Every replacement note issued pursuant to the provisions of this Section by virtue of the fact that any Note is lost, stolen, or destroyed shall constitute a contractual obligation of the Issuer whether or not the lost, stolen, or destroyed Note shall be found at any time, or be enforceable by anyone, and shall be entitled to all the benefits of this Ordinance equally and proportionately with any and all other Notes duly issued under this Ordinance. (e) Authority for Issuing Replacement Notes. In accordance with Chapter 1201, Subchapter D, Texas Government Code, this Section of this Ordinance shall constitute authority for the issuance of any such replacement note without necessity of further action by the governing body of the Issuer or any other body or person, and the duty of the replacement of such notes is hereby authorized and imposed upon the Paying Agent/Registrar, and the Paying Agent/Registrar shall authenticate and deliver such Notes in the form and manner and with the effect, as provided in Section 3(a) of this Ordinance for Notes issued in conversion and exchange for other Notes. Section 9. CUSTODY, APPROVAL, AND REGISTRATION OF NOTES; BOND COUNSEL'S OPINION AND ENGAGEMENT OF BOND COUNSEL; USE OF CUSIP NUMBERS AND CONTINGENT INSURANCE PROVISION, IF OBTAINED; ATTORNEY GENERAL FILING FEE. 12 (a) The Mayor is hereby authorized to have control of the Notes initially issued and delivered hereunder and all necessary records and proceedings pertaining to the Notes pending their delivery and their investigation, examination, and approval by the Attorney General of the State, and their registration by the Comptroller of Public Accounts of the State. Upon registration ofthe Notes said Comptroller of Public Accounts (or a deputy designated in writing to act for said Comptroller) shall manually sign the Comptroller's Registration Certificate attached to such Notes, and the seal of said Comptroller shall be impressed, or placed in facsimile, on such Certificate. The approving legal opinion of the Issuer's Bond Counsel and the assigned CUSIP numbers may, at the option of the Issuer, be printed on the Notes issued and delivered under this Ordinance, but neither shall have any legal effect, and shall be solely for the convenience and information of the registered owners of the Notes. In addition, if bond insurance is obtained, the Notes may bear an appropriate legend as provided by the insurer. (b) The obligation of the initial purchaser to accept delivery of the Notes is subject to the initial purchaser being furnished with the final, approving opinion of McCall, Parkhurst & Horton L.L.P., bond counsel to the Issuer, which opinion shall be dated as of and delivered on the date of initial delivery of the Notes to the initial purchaser. The engagement of such firm as bond counsel to the Issuer in connection with issuance, sale and delivery of the Notes is hereby approved and confirmed. The execution and delivery of an engagement letter between the Issuer and such firm, with respect to such services as bond counsel, is hereby authorized in such form as may be approved by the Mayor, and the Mayor is hereby authorized to execute such engagement letter. (c) In accordance with the provisions of Section 1202.004, Tex. Gov't Code Ann., in connection with the submission of the Bond by the Attorney General of Texas for review and approval, a statutory fee (an amount equal to 0.1% principal amount of the Bond, subject to a minimum of $750 and a maximum of $9,500) is required to be paid to the Attorney General upon the submission of the transcript of proceedings for the Bond. The Issuer hereby authorizes and directs that a check in the amount of the Attorney General filing fee for the Bond, made payable to the "Texas Attorney General," be promptly furnished to the Issuer's Bond Counsel, for payment to the Attorney General in connection with his review of the Bond. Section 10. COVENANTS REGARDING TAX EXEMPTION OF INTEREST ON THE NOTES. The Issuer covenants to take any action necessary to assure, or refrain from any action that would adversely affect, the treatment of the Notes as obligations described in section 103 of the Internal Revenue Code of 1986, as amended (the "Code), the interest on which is not includable in the "gross income" of the holder for purposes of federal income taxation. In furtherance thereof, the Issuer covenants as follows: (a) to take any action to assure that no more than 10 percent of the proceeds of the Notes or the projects refinanced therewith (less amounts deposited to a reserve fund, if any) are used for any "private business use," as defined in section 141(b)(6) of the Code or, if more than 10 percent of the proceeds or the projects financed therewith are so used, such amounts, whether received by the Issuer, with respect to such private business use, do not, under the terms of this Ordinance or any underlying arrangement, directly or indirectly, 13 secure or provide for the payment of more than 10 percent of the debt service on the Notes, in contravention of section 141(b)(2) of the Code; (b) to take any action to assure that in the event that the "private business use" described in subsection (a) hereof exceeds 5 percent of the proceeds of the Notes or the projects refinanced therewith (less amounts deposited into a reserve fund, if any) then the amount in excess of 5 percent is used for a "private business use" that is "related" and not "disproportionate," within the meaning of section 141(b)(3) of the Code, to the governmental use; (c) to take any action to assure that no amount that is greater than the lesser of $5,000,000 or 5 percent of the proceeds of the Notes (less amounts deposited into a reserve fund, if any) is directly or indirectly used to finance loans to persons, other than state or local governmental units, in contravention of section 141(c) of the Code; (d) to refrain from taking any action that would otherwise result in the Notes being treated as "private activity notes" within the meaning of section 141(b) of the Code; (e) to refrain from taking any action that would result in the Notes being "federally guaranteed" within the meaning of section 149(b) of the Code; (f) to refrain from using any portion of the proceeds of the Notes, directly or indirectly, to acquire or to replace funds that were used, directly or indirectly, to acquire investment property (as defined in section 148(b)(2) of the Code) that produces a materially higher yield over the term of the Notes, other than investment property acquired with — (1) proceeds of the Notes invested for a reasonable temporary period of three (3) years or less until such proceeds are needed for the purpose for which the notes are issued, (2) amounts invested in a bona fide debt service fund, within the meaning of section 1.148-1(b) of the Treasury Regulations, and (3) amounts deposited in any reasonably required reserve or replacement fund to the extent such amounts do not exceed 10 percent of the proceeds of the Notes; (g) to otherwise restrict the use of the proceeds of the Notes or amounts treated as proceeds of the Notes, as may be necessary, so that the Notes do not otherwise contravene the requirements of section 148 of the Code (relating to arbitrage) and, to the extent applicable, section 149(d) of the Code (relating to advance refundings); (h) to pay to the United States of America at least once during each five-year period (beginning on the date of delivery of the Notes) an amount that is at least equal to 90 14 percent of the "Excess Earnings," within the meaning of section 148(f) of the Code and to pay to the United States of America, not later than 60 days after the Notes have been paid in full, 100 percent of the amount then required to be paid as a result of Excess Earnings under section 148(f) of the Code; and (i) to assure that the proceeds of the Notes will be used solely for new money projects. In order to facilitate compliance with the above covenant (h), a "Rebate Fund" is hereby established by the Issuer for the sole benefit of the United States of America, and such fund shall not be subject to the claim of any other person, including without limitation the bondholders. The Rebate Fund is established for the additional purpose of compliance with section 148 of the Code. For purposes of the foregoing (a) and (b), the Issuer understands that the term "proceeds" includes "disposition proceeds" as defined in the Treasury Regulations and, in the case of refunding bonds, transferred proceeds (if any) and proceeds of the refunded notes expended prior to the date of issuance of the Notes. It is the understanding of the Issuer that the covenants contained herein are intended to assure compliance with the Code and any regulations or rulings promulgated by the U.S. Department of the Treasury pursuant thereto. In the event that regulations or rulings are hereafter promulgated that modify or expand provisions of the Code, as applicable to the Notes, the Issuer will not be required to comply with any covenant contained herein to the extent that such failure to comply, in the opinion of nationally recognized bond counsel, will not adversely affect the exemption from federal income taxation of interest on the Notes under section 103 of the Code. In the event that regulations or rulings are hereafter promulgated that impose additional requirements that are applicable to the Notes, the Issuer agrees to comply with the additional requirements to the extent necessary, in the opinion of nationally recognized bond counsel, to preserve the exemption from federal income taxation of interest on the Notes under section 103 of the Code. In furtherance of such intention, the Issuer hereby authorizes and directs the Mayor to execute any documents, certificates or reports required by the Code and to make such elections, on behalf of the Issuer, that may be permitted by the Code, as are consistent with the purpose for the issuance of the Notes. Section 11. SALE OF NOTES. The Notes are hereby sold and shall be delivered to (the "Purchaser"), at a price of par, plus a premium of $ , plus accrued interest on the Notes. The Notes shall initially be registered in the name of the Purchaser. It is hereby officially found, determined and declared that the Notes have been sold at public sale to the bidder offering the lowest interest cost, after receiving sealed bids pursuant to an Official Notice of such and Bidding Instructions. Section 12. APPROVAL OF OFFICIAL STATEMENT. It is further officially found, determined and declared that the Notes have been offered pursuant to a Preliminary Official Statement dated September 28, 2010, prepared and distributed in connection with the sale of the Notes. Said Preliminary Official Statement, the Official Statement dated October 12, 2010, and any addenda, supplement or amendment thereto, have been and are hereby approved by the governing body of the Issuer, and its use in the offer and sale of the Notes is hereby approved. 15 Section 13. FURTHER PROCEDURES. The Mayor and Town Secretary of the Issuer and all other officers, employees and agents of the Issuer, and each of them, shall be and are hereby expressly authorized, empowered and directed from time to time and at any time to do and perform all such acts and things and to execute, acknowledge and deliver in the name and under the corporate seal and on behalf of the Issuer the Letter of Representation with DTC regarding the Book -Entry - Only System, the Paying Agent/Registrar Agreement with the Paying Agent/Registrar, and all other instruments, whether herein mentioned, as may be necessary or desirable in order to carry out the terms and provisions of this Ordinance, the Letter of Representation, the Notes, the sale of the Notes and the Official Statement. Notwithstanding anything to the contrary contained herein, while the Notes are subject to DTC's Book -Entry -Only System and to the extent permitted by law, the Letter of Representation is hereby incorporated herein and its provisions shall prevail over any other provisions of this Ordinance in the event of conflict. In case any officer whose signature shall appear on any Note shall cease to be such officer before the delivery of such Note, such signature shall nevertheless be valid and sufficient for all purposes the same as if such officer had remained in office until such delivery. Section 14. COMPLIANCE WITH RULE 15c2-12. (a) Annual Reports. (i) The Issuer shall provide annually to the MSRB, within six months after the end of each fiscal year ending in or after 2010, financial information and operating data with respect to the Issuer of the general type included in the final Official Statement authorized by this Ordinance, being the information described in Exhibit B hereto. Any financial statements so to be provided shall be (1) prepared in accordance with the accounting principles described in Exhibit B hereto, or such other accounting principles as the Issuer may be required to employ from time to time pursuant to state law or regulation, and (2) audited, if the Issuer commissions an audit of such statements and the audit is completed within the period during which they must be provided. If the audit of such financial statements is not complete within such period, then the Issuer shall provide unaudited financial statements by the required time and will provide audited financial statements for the applicable fiscal year to the MSRB, when and if the audit report on such statements become available. Such information shall be transmitted electronically to the MSRB, in such format and accompanied by such identifying information as prescribed by the MSRB. (ii) If the Issuer changes its fiscal year, it will notify the MSRB of the change (and of the date of the new fiscal year end) prior to the next date by which the Issuer otherwise would be required to provide financial information and operating data pursuant to this Section. The financial information and operating data to be provided pursuant to this Section may be set forth in full in one or more documents or may be included by specific reference to any document (including an official statement or other offering document, if it is available from the MSRB) that theretofore has been provided to the MSRB or filed with the SEC. (b) Material Event Notices. The Issuer shall notify the MSRB, in a timely manner, of any of the following events with respect to the Notes, if such event is material within the meaning of the federal securities laws: 16 1. Principal and interest payment delinquencies; 2. Non-payment related defaults; 3. Unscheduled draws on debt service reserves reflecting financial difficulties; 4. Unscheduled draws on credit enhancements reflecting financial difficulties; 5. Substitution of credit or liquidity providers, or their failure to perform; 6. Adverse tax opinions or events affecting the tax-exempt status of the Notes; 7. Modifications to rights of holders of the Notes; 8. Note calls; 9. Defeasances; 10. Release, substitution, or sale of property securing repayment of the Notes; and 11. Rating changes. The Issuer shall notify the MSRB, in a timely manner, of any failure by the Issuer to provide financial information or operating data in accordance with subsection (a) of this Section by the time required by such subsection. (c) Limitations, Disclaimers. and Amendments. (i) The Issuer shall be obligated to observe and perform the covenants specified in this Section for so long as, but only for so long as, the Issuer remains an "obligated person" with respect to the Notes within the meaning of the Rule, except that the Issuer in any event will give the notice required by Subsection (b) hereof of any Note calls and defeasance that cause the Issuer to no longer be such an "obligated person". (ii) The provisions of this Section are for the sole benefit of the registered owners and beneficial owners of the Notes, and nothing in this Section, express or implied, shall give any benefit or any legal or equitable right, remedy, or claim hereunder to any other person. The Issuer undertakes to provide only the financial information, operating data, financial statements, and notices which it has expressly agreed to provide pursuant to this Section and does not hereby undertake to provide any other information that may be relevant or material to a complete presentation of the Issuer's financial results, condition, or prospects or hereby undertake to update any information provided in accordance with this Section or otherwise, except as expressly provided herein. The Issuer does not make any representation or warranty concerning such information or its usefulness to a decision to invest in or sell Notes at any future date. (iii) UNDER NO CIRCUMSTANCES SHALL THE ISSUER BE LIABLE TO THE REGISTERED OWNER OR BENEFICIAL OWNER OF ANY NOTE OR ANY OTHER PERSON, IN CONTRACT OR TORT, FOR DAMAGES RESULTING IN WHOLE OR IN PART FROM ANY BREACH BY THE ISSUER, WHETHER NEGLIGENT OR WITHOUT FAULT ON ITS PART, OF ANY COVENANT SPECIFIED IN THIS SECTION, BUT EVERY RIGHT AND REMEDY OF ANY SUCH PERSON, IN CONTRACT OR TORT, FOR OR ON ACCOUNT OF ANY SUCH BREACH SHALL BE LIMITED TO AN ACTION FOR MANDAMUS OR SPECIFIC PERFORMANCE. (iv) No default by the Issuer in observing or performing its obligations under this Section shall comprise a breach of or default under the Ordinance for purposes of any other provision of this 17 Ordinance. Nothing in this Section is intended or shall act to disclaim, waive, or otherwise limit the duties of the Issuer under federal and state securities laws. (v) The provisions of this Section may be amended by the Issuer from time to time to adapt to changed circumstances that arise from a change in legal requirements, a change in law, or a change in the identity, nature, status, or type of operations of the Issuer, but only if (1) the provisions of this Section, as so amended, would have permitted an underwriter to purchase or sell Notes in the primary offering of the Notes in compliance with the Rule, taking into account any amendments or interpretations of the Rule since such offering as well as such changed circumstances and (2) either (a) the registered owners of a majority in aggregate principal amount (or any greater amount required by any other provision of this Ordinance that authorizes such an amendment) of the outstanding Notes consent to such amendment or (b) a person that is unaffiliated with the Issuer (such as nationally recognized bond counsel) determined that such amendment will not materially impair the interest of the registered owners and beneficial owners of the Notes. If the Issuer so amends the provisions of this Section, it shall include with any amended financial information or operating data next provided in accordance with subsection (a) of this Section an explanation, in narrative form, of the reason for the amendment and of the impact of any change in the type of financial information or operating data so provided. The Issuer may also amend or repeal the provisions of this continuing disclosure agreement if the SEC amends or repeals the applicable provision of the Rule or a court of final jurisdiction enters judgment that such provisions of the Rule are invalid, but only if and to the extent that the provisions of this sentence would not prevent an underwriter from lawfully purchasing or selling Notes in the primary offering of the Notes. (d) Definitions. As used in this Section, the following terms have the meanings ascribed to such terms below: "MSRB" means the Municipal Securities Rulemaking Board or any successor to its functions under the Rule. "Rule" means SEC Rule 15c2-12, as amended from time to time. "SEC" means the United States Securities and Exchange Commission. Section 15. INTEREST EARNINGS ON NOTE PROCEEDS; USE OF ACCRUED INTEREST RECEIVED FROM SALE OF NOTES. Interest earnings derived from the investment of proceeds from the sale of the Notes shall be used for the purposes for which the Notes are issued or deposited in the Interest and Sinking Fund. It is further provided, however, that any interest earnings on note proceeds that are required to be rebated to the United States of America pursuant to Section 10 hereof in order to prevent the Notes from being arbitrage notes shall be so rebated and not considered as interest earnings for the purposes of this Section. The accrued interest received from the sale of the Notes shall be deposited to the Interest and Sinking Fund. Section 16. DISPOSITION OF PROJECT. The Issuer covenants that the property constituting the Project will not be sold or otherwise disposed in a transaction resulting in the receipt 18 by the Issuer of cash or other compensation, unless the Issuer obtains an opinion of nationally - recognized bond counsel that such sale or other disposition will not adversely affect the tax-exempt status of the Notes. For purposes of the foregoing, the portion of the property comprising personal property and disposed in the ordinary course shall not be treated as a transaction resulting in the receipt of cash or other compensation. For purposes hereof, the Issuer shall not be obligated to comply with this covenant if it obtains an opinion that such failure to comply will not adversely affect the excludability for federal income tax purposes from gross income of the interest. Section 17. GOVERNING LAW. This Ordinance shall be construed and enforced in accordance with the laws of the State and the United States of America. Section 18. SEVERABILITY. If any provision of this Ordinance or the application thereof to any circumstance shall be held to be invalid, the remainder of this Ordinance and the application thereof to other circumstances shall nevertheless be valid, and this governing body hereby declares that this Ordinance would have been enacted without such invalid provision. Section 19. DESIGNATION AS QUALIFIED TAX-EXEMPT OBLIGATIONS. The Issuer hereby designates the Notes as "qualified tax-exempt obligations" as defined in section 265(b)(3) of the Code. In furtherance of such designation, the Issuer represents, covenants and warrants the following: (a) that during the calendar year in which the Notes are issued, the Issuer (including any subordinate entities) has not designated nor will designate obligations, which when aggregated with the Notes, will result in more than $10,000,000 ($30,000,000 for taxable years beginning after December 31, 2008 and ending prior to January 1, 2011) of "qualified tax-exempt obligations" being issued; (b) that the Issuer reasonably anticipates that the amount of tax-exempt obligations issued, during the calendar year in which the Notes are issued, by the Issuer (or any subordinate entities) will not exceed $10,000,000 ($30,000,000 for taxable years beginning after December 31, 2008 and ending prior to January 1, 2011); and, (c) that the Issuer will take such action or refrain from such action as necessary, and as more particularly set forth in this Section, in order that the Notes will not be considered "private activity notes" within the meaning of section 141 of the Code. Section 20. CONTINUED PERFECTION OF SECURITY INTEREST. Chapter 1208, Government Code, applies to the issuance of the Notes and the pledge of the ad valorem taxes granted by the Issuer under Section 5 of this Ordinance, and such pledge is therefore valid, effective, and perfected. If Texas law is amended at any time while the Notes are outstanding and unpaid such that the pledge of the taxes granted by the Issuer under Section 5 of this Ordinance is to be subject to the filing requirements of Chapter 9, Business & Commerce Code, then in order to preserve to the registered owners of the Notes the perfection of the security interest in said pledge, the Issuer agrees to take such measures as it determines are reasonable and necessary under Texas law to comply with the applicable provisions of Chapter 9, Business & Commerce Code and enable a filing to perfect the security interest in said pledge to occur. Section 21. EVENTS OF DEFAULT. Each of the following occurrences or events for the purpose of this Ordinance is hereby declared to be an event of default (an "Event of Default"): 19 (i) the failure to make payment of the principal of or interest on any of the Notes when the same becomes due and payable; or (ii) default in the performance or observance of any other covenant, agreement or obligation of the Issuer, the failure to perform which materially, adversely affects the rights of the Registered Owners, including, but not limited to, their prospect or ability to be repaid in accordance with this Ordinance, and the continuation thereof for a period of 60 days after notice of such default is given by any Registered Owner to the Issuer. Section 22. REMEDIES FOR DEFAULT. (a) Upon the happening of any Event of Default, then and in every case, any registered owner or an authorized representative thereof, including, but not limited to, a trustee or trustees therefor, may proceed against the may proceed against the Issuer or the Town Council of the Issuer, as appropriate for the purpose of protecting and enforcing the rights of the registered owner under this Ordinance, by mandamus or other suit, action or special proceeding in equity or at law, in any court of competent jurisdiction, for any relief permitted by law, including the specific performance of any covenant or agreement contained herein, or thereby to enjoin any act or thing that may be unlawful or in violation of any right of the registered owner hereunder or any combination of such remedies. (b) It is provided that all such proceedings shall be instituted and maintained for the equal benefit of registered owners of the Note then outstanding. Section 23. REMEDIES NOT EXCLUSIVE. (a) No remedy herein conferred or reserved is intended to be exclusive of any other available remedy or remedies, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given hereunder or under the Note or now or hereafter existing at law or in equity; provided, however, that notwithstanding any other provision of this Ordinance, the right to accelerate the debt evidenced by the Note shall not be available as a remedy under this Ordinance. (b) The exercise of any remedy herein conferred or reserved shall not be deemed a waiver of any other available remedy. (c) By accepting the delivery of a Note authorized under this Ordinance, such registered owner agrees that the certifications required to effectuate any covenants or representations contained in this Ordinance do not and shall never constitute or give rise to a personal or pecuniary liability or charge against the officers, employees or trustees of the Issuer or the Town Council of the Issuer. 20 Exhibit A FORM OF NOTE NO. R- UNITED STATES OF AMERICA STATE OF TEXAS TOWN OF PROSPER, TEXAS TAX NOTE, SERIES 2010 INTEREST RATE DATED DATE OF NOTE MATURITY DATE October 1, 2010 February 15, REGISTERED OWNER: PRINCIPAL AMOUNT: PRINCIPAL AMOUNT CUSIP NO. DOLLARS ON THE MATURITY DATE specified above, Town of Prosper, Texas (the "Issuer"), being a political subdivision and home rule municipality of the State of Texas, located in Collin and Denton Counties, hereby promises to pay to the Registered Owner specified above, or registered assigns (hereinafter called the 'Registered Owner"), on the Maturity Date specified above, the Principal Amount specified above. The Issuer promises to pay interest on the unpaid principal amount hereof (calculated on the basis of a 360-day year of twelve 30-day months) from October 1, 2010 at the Interest Rate per annum specified above. Interest is payable on February 15, 2012, and semiannually on each August 15 and February 15 thereafter to the Maturity Date specified above; except, if this Note is required to be authenticated and the date of its authentication is later than the first Record Date (hereinafter defined), such Principal Amount shall bear interest from the interest payment date next preceding the date of authentication, unless such date of authentication is after any Record Date but on or before the next following interest payment date, in which case such principal amount shall bear interest from such next following interest payment date; provided, however, that if on the date of authentication hereof the interest on the Note or Notes, if any, for which this Note is being exchanged is due but has not been paid, then this Note shall bear interest from the date to which such interest has been paid in full. THE PRINCIPAL OF AND INTEREST ON this Note are payable in lawful money of the United States of America, without exchange or collection charges. The principal of this Note shall be paid to the Registered Owner hereof upon presentation and surrender of this Note at maturity, at the corporate trust office of U.S. Bank National Association in Dallas, Texas, which is the "Paying Agent/Registrar" for this Note. The payment of interest on this Note shall be made by the Paying Agent/Registrar to the Registered Owner hereof on each interest payment date by check, dated as of such interest payment date, drawn by the Paying Agent/Registrar on, and payable solely from, funds of the Issuer required by the Ordinance authorizing the issuance of this Note (the "Note Ordinance") to be on deposit with the Paying Agent/Registrar for such purpose as hereinafter provided; and such check shall be sent by the Paying Agent/Registrar by United States mail, first - I16I class postage prepaid, on each such interest payment date, to the Registered Owner hereof, at its address as it appeared on the last business day of the month next preceding each such date (the "Record Date") on the Registration Books kept by the Paying Agent/Registrar, as hereinafter described. In the event of a non-payment of interest on a scheduled payment date, and for 30 days thereafter, a new record date for such interest payment (a "Special Record Date") will be established by the Paying Agent/Registrar if and when funds for the payment of such interest have been received from the Issuer. Notice of the Special Record Date and of the scheduled payment date of the past due interest (the "Special Payment Date," which shall be 15 days after the Special Record Date) shall be sent at least five business days prior to the Special Record Date by United States mail, first class, postage prepaid, to the address of each Registered Owner appearing on the Registration Books of the Paying Agent/Registrar at the close of business on the last business day next preceding the date of mailing of such notice. The Issuer covenants with the Registered Owner of this Note that on or before each principal payment date, interest payment date, and accrued interest payment date for this Note it will make available to the Paying Agent/Registrar, from the "Interest and Sinking Fund" created by the Note Ordinance, the amounts required to provide for the payment, in immediately available funds, of all principal of and interest on the Notes, when due. IF THE DATE for the payment of the principal of or interest on this Note shall be a Saturday, Sunday, legal holiday, or day on which banking institutions in the city where the corporate trust office of the Paying Agent/Registrar that is designated for payment of the Notes is located are authorized by law or executive order to close, or the United States Postal Service is not open for business, then the date for such payment shall be the next succeeding day that is not such a Saturday, Sunday, legal holiday, or day on which banking institutions are authorized to close, or the United States Postal Service is not open for business; and payment on such date shall have the same force and effect as if made on the original date payment was due. THIS NOTE is authorized and issued pursuant to and in compliance with Chapter 1431, Texas Government Code, as amended (the "Act"), and pursuant to the Note Ordinance in the original aggregate principal amount of $2,045,000, dated as of October 1, 2010 for the purpose of paying costs of the Project as provided in the Note Ordinance. The Note Ordinance has been passed and adopted by the Town Council of the Issuer and duly recorded in the minutes of the Town Council, as authorized by the Constitution and laws of the State of Texas, including the Act. THE NOTES OF THIS SERIES are not subject to redemption prior to maturity. ALL NOTES OF THIS SERIES are issuable solely as fully -registered Notes, without interest coupons, in the denomination of any integral multiple of $5,000. As provided in the Note Ordinance, this Note, or any unredeemed portion hereof, may, at the request of the Registered Owner or the assignee or assignees hereof, be assigned, transferred and exchanged for a like aggregate principal amount of fully -registered Notes, without interest coupons, payable to the appropriate Registered Owner, assignee or assignees, as the case may be, having the same denomination or denominations in any integral multiple of $5,000 as requested in writing by the appropriate Registered Owner, assignee or assignees, as the case may be, upon surrender of this Note to the Paying Agent/Registrar for cancellation, all in accordance with the form and procedures A-2 set forth in the Note Ordinance. Among other requirements for such assignment and transfer, this Note must be presented and surrendered to the Paying Agent/Registrar, together with proper instruments of assignment, in form and with guarantee of signatures satisfactory to the Paying Agent/Registrar, evidencing assignment ofthis Note or any portion or portions hereof in any integral multiple of $5,000 to the assignee or assignees in whose name or names this Note or any such portion or portions hereof is or are to be registered. The form of Assignment printed or endorsed on this Note may be executed by the Registered Owner to evidence the assignment hereof, but such method is not exclusive, and other instruments of assignment satisfactory to the Paying Agent/Registrar may be used to evidence the assignment of this Note or any portion or portions hereof from time to time by the Registered Owner. The Paying Agent/Registrar's reasonable standard or customary fees and charges for transferring and exchanging any Note or portion thereof shall be paid by the Issuer, but any taxes or governmental charges required to be paid with respect thereto shall be paid by the one requesting such assignment, transfer or exchange as a condition precedent to the exercise of such privilege. The Paying Agent/Registrar shall not be required to make any such transfer or exchange during the period commencing with the close of business on any Record Date and ending with the opening of business on the next following principal or interest payment date. IN THE EVENT any Paying Agent/Registrar for the Notes is changed by the Issuer, resigns, or otherwise ceases to act as such, the Issuer has covenanted in the Note Ordinance that it promptly will appoint a competent and legally qualified substitute therefor, and cause written notice thereof to be mailed to the Registered Owners of the Notes. IT IS HEREBY certified, recited, and covenanted that this Note has been duly and validly authorized, issued, and delivered; that all acts, conditions, and things required or proper to be performed, exist, and be done precedent to or in the authorization, issuance and delivery ofthis Note have been performed, existed, and been done in accordance with law; that this Note is a general obligation of the Issuer, issued on the full faith and credit thereof; and that ad valorem taxes sufficient to provide for the payment of the interest on and principal of this Note, as such interest comes due, and as such principal matures, have been levied and ordered to be levied against all taxable property in the Issuer, and have been pledged for such payment, within the limit prescribed by law. THE ISSUER ALSO HAS RESERVED THE RIGHT to amend the Note Ordinance as provided therein, and under some (but not all) circumstances amendments thereto must be approved by the Registered Owners of a majority in aggregate principal amount of the outstanding Notes. BY BECOMING the Registered Owner of this Note, the Registered Owner thereby acknowledges all of the terms and provisions of the Note Ordinance, agrees to be bound by such terms and provisions, acknowledges that the Note Ordinance is duly recorded and available for inspection in the official minutes and records of the governing body of the Issuer, and agrees that the terms and provisions of this Note and the Note Ordinance constitute a contract between each Registered Owner hereof and the Issuer. A-3 IN WITNESS WHEREOF, the Issuer has caused this Note to be signed with the manual or facsimile signature of the Mayor of the Issuer and countersigned with the manual or facsimile signature of the Town Secretary of the Issuer, and has caused the official seal of the Issuer to be duly impressed, or placed in facsimile, on this Note. (signature) a`) (signature) Mayor Town Secretary (SEAL) [Form of Paying Agent/Registrar's Authentication Certificate] PAYING AGENT/REGISTRAR'S AUTHENTICATION CERTIFICATE (To be executed if this Note is not accompanied by an executed Registration Certificate of the Comptroller of Public Accounts of the State of Texas) It is hereby certified that this Note has been issued under the provisions of the Note Ordinance described in the text of this Note; and that this Note has been issued in conversion or replacement of, or in exchange for, a note, notes, or a portion of a note or notes of a Series which originally was approved by the Attorney General of the State of Texas and registered by the Comptroller of Public Accounts of the State of Texas. Dated: U.S. Bank National Association, Dallas, Texas Paying Agent/Registrar Lo Authorized Representative A-4 [Form of Assignment] ASSIGNMENT For value received, the undersigned hereby sells, assigns and transfers unto Please insert Social Security or Taxpayer Identification Number of Transferee (Please print or typewrite name and address, including zip code of Transferee) the within Note and all rights thereunder, and hereby irrevocably constitutes and appoints , attorney, to register the transfer of the within Note on the books kept for registration thereof, with full power of substitution in the premises. Dated: Signature Guaranteed: Nu 11Uh: signature(s) must be guaranteed by a member firm of the New York Stock Exchange or a commercial bank or trust company. A-5 NOTICE: The signature above must correspond with the name of the Registered Owner as it appears upon the front of this Note in every particular, without alteration or enlargement or any change whatsoever. [Form of Registration Certificate Of the Comptroller of Public Accounts] COMPTROLLER'S REGISTRATION CERTIFICATE: REGISTER NO. I hereby certify that this Note has been examined, certified as to validity, and approved by the Attorney General of the State of Texas, and that this Note has been registered by the Comptroller of Public Accounts of the State of Texas. Witness my signature and seal this (COMPTROLLER'S SEAL) Comptroller of Public Accounts of the State of Texas A-6 Exhibit B CONTINUING DISCLOSURE INFORMATION The following information is referred to in Section 14(a) of this Ordinance: Annual Financial Statements and Operating Data The financial information and operating data with respect to the Issuer to be provided annually in accordance with such Section are as specified (and included in the Appendices of the Official Statement referred to) below: The quantitative financial information and operating data pertaining to the Issuer of the general type included Tables numbered 1 through 5 and 7 through 14 and in Appendix B of the Official Statement. The financial statements of the Issuer that will be provided will be unaudited, unless an audit is performed, in which event the audited financial statements will be made available. Accounting Principles The accounting principles referred to in such Section are the accounting principles described in the notes to the financial statements that are attached to the Official Statement as Exhibit B, or such other accounting principles as the Issuer may be required to employ from time to time pursuant to state law or regulation. 13-1