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HomeMy WebLinkAboutContract 51224 Received Date: 9/10/2018 Received Time: 12:13 p.m. Developer and Project Information Cover Sheet: Developer Company Name: Copper Creek Partners,LP Address, State,Zip Code: 5055 Keller Springs Road,Suite 5.00 Phone&Email: F214-914-9809 Authorized Signatory,Title: John D.Hutchinson,President Project Name: Copper Creek Phase 3 Brief Description: Water, Sewer,Paving, Storm Drain, Street Lights Project Location: Heritage Trace Parkway and Copper Crossing Drive Plat Case Number: FP-017-152 Plat Name: Cooper Creek Mapsco: 90X Council District: 7 CFA Number: 2018-033 City Project Number: 101457 OFFICIAL RECORD City of Fort Worth,Texas CITY SECRETARY Standard Community Facilities Agreement-Copper Creek Phase 3 FT,, WORTH, TX CFA Official Release Date:02.20.2017 Page 1 of 11 STANDARD COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No.51224 WHEREAS, Copper Creek Partners, LP, ("Developer"), desires to make certain specific improvements as described below and on the exhibits attached hereto("Improvements")related to a project generally described as Copper Creek Phase 3 ("Project") within the City or the extraterritorial jurisdiction of Fort Worth, Texas ("City"); and WHEREAS, the City has no obligation to participate in the cost of the Improvements or Project; and WHEREAS,any future City participation in this CFA is subject to the availability of City funds and approval by the Fort Worth City Council and shall be memorialized as an amendment to this Agreement; and WHEREAS, the Developer and the City desire to enter into this Community Facilities Agreement ("CFA" or "Agreement") in connection with the collective Improvements for the Project. NOW,THEREFORE,for and in consideration of the covenants and conditions contained herein,the City and the Developer do hereby agree as follows: General Requirements A. The Policy for the Installation of Community Facilities ("Policy") dated March 2001, approved by the City Council of the City of Fort Worth, as amended, is hereby incorporated into this Agreement as if copied herein verbatim. Developer agrees to comply with all provisions of said Policy in the performance of its duties and obligations hereunder and to cause all contractors hired by Developer to comply with the Policy in connection with the work performed by said contractors. B. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy and recognizes that there shall be no reduction in the collateral until the Project has been completed and the City has officially accepted the Improvements. Developer further acknowledges that said acceptance process requires the s) City of Fort Worth,Texas OFFICIAL RECORD Standard Community Facilities Agreement-Copper Creek Phase 3 �,'1'r Y'SECRETARY CFA Official Release Date:02.20.2017 Page 2 of 11 FT. WORTH,TX to submit a signed affidavit of bills paid and consent of Surety signed by its surety to ensure the contractor has paid any sub-contractor(s) and suppliers in full. Additionally, the contractor will provide in writing that the contractor has been paid in full by Developer for all the services provided under this contract. C. Developer agrees to cause the construction of the Improvements contemplated by this Agreement and that said construction shall be completed in a good and workmanlike manner and in accordance with all City standards and the City-approved construction plans, specifications and cost estimates provided for the Project and the exhibits attached hereto. D. The following checked exhibits describe the Improvements and are incorporated herein: Water(A) X. Sewer(A-1) E. Paving(B) Z, Storm Drain (B-1) M. Street Lights & Signs (C) E- E. The Developer shall award all contracts for the construction of the Improvements in accordance with Section II,paragraph 7 of the Policy and the contracts shall be administered in conformance with paragraph 8, Section II, of the Policy. Developer shall ensure its contractor(s)pays the then-current City-established wage rates. F. For all Improvements included in this Agreement for which the Developer awards construction contract(s), Developer agrees to the following: i. To employ a construction contractor who is approved by the director of the department having jurisdiction over the infrastructure to be constructed, said contractor to meet City's requirements for being prequalified,insured, licensed and bonded to do work in public ways and/or prequalified to perform water/wastewater construction as the case may be. ii. To require its contractor to furnish to the City a payment and performance bond in the names of the City and the Developer for one hundred percent (100%) of the contract price of the infrastructure, and a maintenance bond in the name of the City for one hundred percent (100%) of the contract price of the infrastructure for a period of two (2) years from the date of final acceptance insuring the maintenance and repair of the constructed infrastructure during the term of the maintenance bond. All bonds to be furnished before work is commenced and to meet the requirements of Chapter 2253, Texas Government Code. City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 3 of 11 iii. To require the contractor(s) it hires to perform the construction work contemplated herein to provide insurance equal to or in excess of the amounts required by the City's standard specifications and contract documents for developer-awarded infrastructure construction contracts. The City shall be named as additional insured on all insurance required by said documents and same will be evidenced on the Certificate of Insurance (ACORD or other state-approved form) supplied by the contractor's insurance provider and bound in the construction contract book. iv. To require its contractor to give 48 hours advance notice of intent to commence construction to the City's Construction Services Division so that City inspection personnel will be available;to require the contractor to allow the construction to be subject to inspection at any and all times by City inspection forces,to not install or relocate any sanitary sewer, storm drain, or water pipe unless a responsible City inspector is present and gives his consent to proceed, and to make such laboratory tests of materials being used as may be required by the City. V. To require its contractor to have fully executed contract documents submitted to the City in order to schedule a Pre-Construction Meeting. The submittal should occur no less than 10 working days prior to the desired date of the meeting. No construction will commence without a City-issued Notice to Proceed to the Developer's contractor. vi. To delay connections of buildings to service lines of sewer and water mains constructed under this Agreement, if any, until said sewer and water mains and service lines have been completed to the satisfaction of the Water Department. G. Developer shall provide at its expense, unless otherwise agreed to by City, all engineering drawings and documents necessary to construct the improvements under this Agreement. H. Developer shall cause the installation or adjustment of the required utilities to serve the development or to construct the Improvements required herein. I. City shall not be responsible for payment of any costs that may be incurred by Developer in the relocation of any utilities that are or may be in conflict with any of the community facilities to be installed hereunder. City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 4 of 11 J. Developer hereby releases and agrees to indemnify, defend and hold the City harmless for any inadequacies in the preliminary plans,specifications and cost estimates supplied by the Developer for this Agreement. K. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer and required for the construction of the current and future improvements provided for by this Agreement. L. The Developer further covenants and agrees to, and by these presents does hereby, fully indemnify, hold harmless and defend the City, its officers, agents and employees from all suits,actions or claims of any character,whether real or asserted, brought for or on account of any injuries or damages sustained by any persons (including death) or to any property, resulting from or in connection with the construction, design, performance or completion of any work to be performed by said Developer, its contractors, subcontractors, officers, agents or employees, or in consequence of any failure to properly safeguard the work, or on account of any act, intentional or otherwise, neglect or misconduct of said Developer, its contractors, sub-contractors, officers, agents or employees, whether or not such injuries, death or damages are caused, in whole or in part, by the alleged neklikence of the City of Fort Worth, its officers, servants, or employees. M. Developer will further require its contractors to indemnify, defend and hold harmless the City, its officers, agents and employees from and against any and all claims, suits or causes of action of any nature whatsoever, whether real or asserted, brought for or on account of any injuries or damages to persons or property, including death, resulting from,or in any way connected with,the construction of the infrastructure contemplated herein, whether or not such injuries, death or damages are caused, in whole or in part, by the alleged nekligenee of the City of Fort Worth, its officers, servants, or employees. Further,Developer will require its contractors to indemnify, and hold harmless the City for any losses, damages, costs or expenses suffered by the City or caused as a result of said contractor's failure to complete the work and construct the improvements in a good and workmanlike manner, free from defects, in conformance with the Policy, and in accordance with all plans and specifications. City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 5 of 11 N. Upon completion of all work associated with the construction of the Improvements, Developer will assign to the City a non-exclusive right to enforce the contracts entered into by the Developer with its contractor along with an assignment of all warranties given by the contractor, whether express or implied. Further, Developer agrees that all contracts with any contractor shall include provisions granting to the City the right to enforce such contracts as an express intended third party beneficiary of such contracts. O. Inspection and material testing fees are required as follows: i. Developer shall pay in cash water and wastewater inspection fees and material testing fees equal to two percent (2%) for a total of 4% of the developer's share of the total construction cost as stated in the construction contract. ii. Developer shall pay in cash paving and storm drain inspection fees equal to four percent (4%) and material testing fees equal to two percent (2%) for a total of 6% of the developer's share of the total construction cost as stated in the construction contract. iii. Developer shall pay in cash the total cost of streetlights or if the city is not installing the streetlights, inspection fees equal to four percent (4%) of the developer's share of the streetlight construction cost as stated in the construction contract. iv. Developer shall pay in cash the total cost of street signs. P. COMPLETION WITHIN 2 YEARS i. Developer shall complete the Improvements within two (2) years, provided, however, if construction of the Improvements has started within the two year period,the developer may request that the CFA be extended for one additional year. ii. Nothing contained herein is intended to limit the Developer's obligations under the Policy, this Agreement, its financial guarantee, its agreement with its contractor or other related agreements. iii. The City may utilize the Developer's financial guarantee submitted for this Agreement to cause the completion of the construction of the Improvements if at the end of two (2)years from the date of this Agreement(and any extension period) the Improvements have not been completed and accepted. iv. The City may utilize the Developer's financial guarantee to cause the completion of the construction of the Improvements or to cause the payment of costs for City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 6 of 11 construction of same before the expiration of two (2) years if the Developer breaches this Agreement, becomes insolvent or fails to pay costs of construction and the financial guarantee is not a Completion Agreement. If the financial guarantee is a Completion Agreement and the Developer's contractors and/or suppliers are not paid for the costs of supplies and/or construction, the contractors and/or suppliers may put a lien upon the property which is the subject of the Completion Agreement. Q. Developer acknowledges that in accordance with Chapter 2270 of the Texas Government Code,the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Developer certifies that Developer's signature provides written verification to the City that Developer: (1) does not boycott Israel; and (2)will not boycott Israel during the term of the contract. IMMIGRATION AND NATIONALITY ACT R. Developer shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (1-9). Upon request by City, Developer shall provide City with copies of all 1-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Developer shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Developer employee who is not legally eligible to perform such services. DEVELOPER SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY DEVELOPER, DEVELOPER'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Developer, shall have the right to immediately terminate this Agreement for violations of this provision by Developer. City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 7 of 11 Cost Summary Sheet Project Name: Copper Creek Phase 3 CFA No.: 2018-033 City Project No.: 101457 An Engineer's Estimate of Probable Cost is acceptable. However, the construction contract price will ultimately determine the amount of CFA fees and financial guarantee. The bid price and any additional CFA payments will be required prior to scheduling a pre-construction meeting. An itemized estimate corresponding to each project-specific exhibit is required to support the following information. Items Developer's Cost A. Water and Sewer Construction 1. Water Construction $ 849,871.00 2.Sewer Construction $ 873,581.00 Water and Sewer Construction Total $ 1,723,452.00 B. TPW Construction 1.Street $ 2,352,095.00 2.Storm Drain $ 1,143,509.00 3.Street Lights Installed by Developer $ 271,594.23 4. Signals $ TPW Construction Cost Total $ 3,767,198.23 Total Construction Cost(excluding the fees): $ 5,490,650.23 Construction Fees: C. Water/Sewer Inspection Fee(2%) $ 34,469.04 D. Water/Sewer Material Testing Fee(2%) $ 34,469.04 Sub-Total for Water Construction Fees $ 68,938.08 E. TPW Inspection Fee(4%) $ 139,824.16 F. TPW Material Testing(2%) $ 69,912.08 G. Street Light Inspsection Cost $ 10,863.77 H. Signals Inspection Cost $ - H. Street Signs Installation Cost s - Sub-Total for TPW Construction Fees $ 220,600.01 Total Construction Fees: $ 289,538.09 Choice Financial Guarantee Options,choose one Amount Mark one Bond=100% $ 5,490,650.23 x Completion Agreement=100%/Holds Plat $ 5,490 650.23 Cash Escrow Water/Sanitary Sewer-125% $ 2,154,315.00 Cash Escrow Paving/Storm Drain=125% $ 4,708,997.79 Letter of Credit=125%w/2yr expiration period $ 6,863,312.79 City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 8 of 11 ACCORDINGLY,the City of Fort Worth and Developer have each caused this instrument to be executed in quadruplicate in each entity's respective name by its duly authorized signatories effective as of the date executed by the City's City Manager or his/her designee. CITY OF FORT WORTH DEVELOPER Copper Creek Partners, LP JI,J a„F., JI;,r;..J13 Jesus J. Chapa Assistant City Manager ia ��res Date: Jul 27,2018 johnd hot hi nson(J of 27,2018) Name: John D. Hutchinson Recommended by: Title: President Date: Jul 27,2018 Evelyn RoborT5 Evelyn Roberts,Jul 27.20181 Evelyn Roberts/Jennifer Ezernack Project Assistant Planning and Development Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and Approved as to Form &Legality: administration of this contract, including ensuring all performance and reporting '11CN! W14 /L1GC`R(Agh requirements. R, .3,1�V =r v _i i� ._ Richard A. McCracken Assistant City Attorney eScar�ett Morales u �27.2018” M&C No. Name: Janie Morales Date: Title: Development Manager Form 1295: N/A FART ATTEST: Mary J.K r(Se ,2018) Mary J. Kayser/ Ronald Gonzale City Secretary/Assistant City SecXPS City of Fort Worth,Texas OFFICIAL.RECORD Standard Community Facilities Agreement-Copper Creek Phase 3 CITY SECRETARY CFA Official Release Date:02.20.2017 "1 WORTH,YX Page 9 of 11 Check items associated with the project being undertaken; checked items must be included as Attachments to this Agreement Included Attachment Attachment 1 -Changes to Standard Community Facilities Agreement Location Map ® Exhibit A: Water Improvements Exhibit A-1: Sewer Improvements Water and Sewer Cost Estimates ® Exhibit B: Paving Improvements Paving Cost Estimate Exhibit 13-1: Storm Drain Improvements ® Storm Drain Cost Estimate Exhibit C: Street Lights and Signs Improvements ® Street Lights and Signs Cost Estimate (Remainder of Page Intentionally Left Blank) City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 10 of 11 ATTACHMENT"1" Changes to Standard Agreement Community Facilities Agreement City Project No. 101457 None. City of Fort Worth,Texas Standard Community Facilities Agreement-Copper Creek Phase 3 CFA Official Release Date:02.20.2017 Page 11 of 11 BONDS RANCH ROAD 0 U) Ld CD < 0 0:� PARKWAY HEOTAGE 7RAIEI I(D 35 LO C9 < z HARMON m PROJECT LOCATION BAILEY BOSWELL CO VICINITY MAP (NOT TO SCALE) 0 9- COPPER (CREEK PHASE HE IDCATED EN OF FORT WORTH, TEXAS OVINMDEVELOPED BY: PREPARM BY: GOODWINI Copper Creek Partners, LP a5055 KELLER SPRINGS.ROAD, SUITE 545 MIL ENGMERS-KANNERS-SURVEYORS' 0 ADDISON, TEXAS 75001 2405 MUSMM Drtv%GMP-lm.T-7MI (2 I4 1 914-9809 Ml&. 17)3M'ZM LO APRM, 2018 O COPPER CREEK we LEGEND PHASE H S -w PROPOSED WATER LINE 17Va11AM GRAPHIC SCALE 17°200' EXISTING WATER LINE EXHMIT"All 1 ALel if 0 200 400 600 PROPOSED FIRE HYDRANT ASSEMBLY .6- EXISTING FIRE HYDRANT ASSEMBLY ►! PROPOSED GATE VALVE D4 EXISTING GATE VALVE NOTE i 62 61 ALL WATER LINES SHOWN 63 ARE B' IN DIAMETER UNLESS 64 60 OTHERWISE INDICATED. 66 65 59 Cfy_ 68 67 69 7a 71 70 QAO 17 <. $7 q `73 pP'A P5 16 18 Z� 56 EXISTING i 12 13 Iq 19 2 G.V. ( .� 5q 20 2 90 53 EXISTING 10 BAR 1 ✓4 G.V. % i 9 7Cr'i O J �2 S13EXISTING �C Capes F.H. �G. A 1 4 c%, 4G � EXISTING 2 F.H. ^l r'vl v 3 rh 40 � 4 �J \H 3�r m 38 uu i r v� 37 m 7 � r 36 BLOCK A 35 I BR ZE ORE T IVE i s 76 77 78 79 80�81 i { PARED BY: CML ENGINEERS FLANNERS--SURVEYORS 2405 MUSM9 Drt",GrepwAne,Terre 78051 0 Metre(517)327-4373 i PA(M 1 OF 4 EI\10591 — Copper Creek\Plans\Copper Creek Phase 3—CFA RAR.pro 18 May 2018 COPPER CREEKN w � i6'ATSRA8Y" _ PHASE M S WATM GRAPHIC SCALE 1'=.200' 61=A "All 0 .200 400 600 LEGEND -w PROPOSED WATER LINE EXISTING WATER LINE t PROPOSED FIRE HYDRANT ASSEMBLY I _ EXISTING FIRE HYDRANT ASSEMBLY N PROPOSED GATE VALVE D4 EXISTING GATE VALVE EXISTING ER CPCEK G.V. ALL WATER NES SHOWN ARE S' N DIAMETER ETER UNLESS EXISTING C 1ipSE 02 72 F.H. OTHERWISE INDICATED, >rxxslIµG ./ � �. \ MAMME E SEE PAGE 1 26LIA 5 4 25 1�lANcvi R�AL1 9 _ 11 1 GDPP f 3 t 2 ' 6 23 24 10 8 E I SSII�; DRx'Ve 16 22 1i f ( 6 5 4 3 t 2 4 7 12 5 17 8 21 13 8 OCK C fi 16 z 23 24 25 26 27 26 29 30 9 i4 3: 7 15 t— 20Li z LL 10 Q 15 22 31 14 0 fr w B Lu 13 Q 11 19 16 H 1fi 21 ASSIONFLOWER DRIVE 32 CL 00 CL 9 12 a 12 13 14 15 15 17 17 20 BLOO( 8 33 10 IN 11 8L N SB 19 \ 34 w If 4 ^T 62 63 6�FOR S�TRI �01(X �70 171 172 73 74 75 49 50 51 52�53 54 55 56 57 58M.596061 �+ PREPARED BY: W GCOIIp��@y� 9 �i�rA1r 1f .,� CMLENGINE;SL9L9—PLANNERS RMORS 2405 Muatenp D*M,Grape'Ane,TWm 79051 Metro(81713294373 PAGE 2 OF 4 E3\10591 — Copper Creek\Plans\Copper Creek Phase 3-CFA RAR.pro IS May 2018 N COPPER CREEK W*E PHASE MI s w�ATER GRAPHIC SCALE 1'200' 1Gt�1CllWlD1i ll M A 1f L� 0 200 400 600 WATFlIBB)YY AP LEGEND —� PROPOSED.WATER LUTE EXISTING WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY EXIST.NG FIRE HYDRANT ASSEMBLY l-� PROPOSED GATE VALVE li D4 EXISTING GATE VALVE NOTE' ALL WATER.LUES SHOWN ti ARE 8'.IN DIAMETER UNLESS \ OTHERWISE INDICATED. 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MATCHLLNE SEE PAGE 2 t� 2 "r1,1 y 3 �.l 2 �1 m 4 LEGEND ,�'� 40 5--- — PROPOSED SANITARY SEWER LINE 39 " 5 S EXISTING SANITARY SEWER LINE W m rrww v 6 PROPOSED SANITARY SEWER MANHOLE v1 38 17 QS EXISTING SANITARY SEWER MANHOLE 37m 7 36 8 6LOCK A 35 S MYMAP V BR 18RO, E ORE T 0 IVE 76 77 1 78 79 BO 8 f a � I 1 f � PREPARED BY: l J. ( OO7WbC7:: - ' MARSHALL J i CML ENGINEERS—PLANNERS—SURVEYORS I quafillQ s 2405 Mustang DAv,GrspeNne,Texas 700.51 —'.i Metra(817)329.4373 PAGE 1 OF 4 E�\10591 — Copper Creek\Plons\Copper Creek Phase 3—CFA RAR.pro 18 May 2018 COPPER CREEK N NOTE, WE ALL SANITARY SEWER LINES SHOWN ARE 8' IN DIAMETER UNLESS OTHERWISE INDICATED. g pXMLT nl — GRAPHIC SCALE 1'=200' 0 200 400 600 LEGEND. 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LEGEND DIWWR s PROPOSED.SANITARY SEWER LINE (GOG NOTE, M�.��'IfAMH AI.1L S EXISTING SANITARY SEWER LINE ALL SANITARY SEWER LINES CrOLEMINERS—PLANNERS—SURVEYORS ® PROPOSED SANITARY SEWER MANHOLE .SHOWN ARE 8' IN DIAMETER 2405 Mustang D&M,Gmpm1rm.T-28051 UNLESS OTHERWISE INDICATED. Moho(Bf�3254373 OS EXISTING SANITARY SEWER MANHOLE PAGE 4 OP 4 E1\10591 — Copper Creek\Plans\Copper Creek Phase.3—CFA RAR.pro 18 May 2018 N COPPER ER CC REIEK W E PHASE M s SYIt`lMTS GRAPHIC SCALE v-200' r+Isif 0 200 400 '600 62 61 6$ 64 63 60 67 66 59 6s 6e 58 71 7p OF�f7 57 73 b6 'PIS-M� 15 16 18 9c 55 12 13 1 / 19 y - 11 � 8 b 54 21 4 53 10Py,I , 1G� Conn 51/e 7 CTfAO. 72 22 SZ 51 hogs SEE PAGE2 i k--- } F.� �" 4 39 5 38 6 37 �2 7 L rn �T f 36 8 BLOCK A 35 c:j j C_( 5' BRo IZE GRE!;T DRIVE SIDEWALK LEGEND 76 77 78' 79 60 81 PROPOSED 29' B-6 ROADWAY w/ 50' R.O.W. 6' CONCRETE PAVING coo❑g a o a a a n PROPOSED 37' B-B ROADWAY aoonoaoaaaa W/ 60' R.O.W. 8' CONCRETE PAVING PREPAREDBY: PROPOSED VARIABLE WIDTH (AOODWNI B-B ROADWAY w/ 130' R.O.W. ULARSHAL v 9 i 10' CONCRETE PAVING CMLENOlNEEPS-KMNESt9-SUWEY0R9 i 2406 Mui"Drlve,Grspwn9,Tww 7ewt 5' SIDEWALK BY HOMEBUILDER Meo-o�� es>3 FAN " `.`_. SIDEWALK PER THIS CONTRACT PAGE 1 OF 4 E1\10591 - Copper Creek\Plans\Copper Creek Phase 3-CFA RAR.pro 18 May 2018 i 577tE@T AMMAP N COPPER CREEK w E r SACS GRAPHIC SCALE 4-200' ]L:[1\1[Jf11dDJlL 0 200 400 600 I E i f MATCRUVE E� SEE PAGE31 MATCMLINE ----- �� 2 SEE PAGE 1 26 5 4 25 PALM TO. -- 3 AAf1C�iR0lo 9 COpp�A C 2 6 23 24. 10 B j 75Z DAyE 1 1 PPP 4 18 22 11 6 5 4 3 2 7 12 oao 4 5 17 21 Om C 8 13 24 Cc 6 16 9 WALK 23 25 26 27 28 29 30 0 0 7 15 20 14 m Qoo a 14 IO o 15 22 31 ooa � BiB O6; ui 13 o i1 19 H 16 21 PASSIONFLOWER DRIVE Bao a oog 9 12 a 12 13 14 CL 15 16 17 a 17 20 BLOCK B 33 opo BL M SS "' 1a CK N 11 195' SIDEWALK 34 BR NZE FOR ST RI Oq( p 49 50 51 52 53 54 55 56 57 58 59 60 61 B2 63 64 65 66 67 68 69 70 71 72 73 74. 75 5` SI EW EO LK SI EW LK 10' Si EW LK LEGEND PROPOSED 29' B—B ROADWAY w/ 50' R.O,W, 6' CONCRETE PAVING o o o o o o a o C C 0 PROPOSED 37' B—B ROADWAY 00000000000 w/ 60' R.O.W. 8' CONCRETE PAVING PREPpgEr)gy: PROPOSED VARIABLE WIDTH (GOO]ID $ B—B ROADWAY w/ 130' R.O.W. AI.}� y 10' CONCRETE PAVING —MRACfM ENMEERS-PLANNERS SURVEYORS 5' SIDEWALK BY HOMEBUILDER 2405 MU5W9 tr0 6 PmIns Tome 70061 SIDEWALK PER THIS CONTRACT PAGE 2 OF 4 E:\10591 — Copper Creek\Plans\Copper Creek Phose 3-GFA RAR.pro IS May 2018 STREETAKBYMAP N COPPER PIPER CC REEK W E PHASE HU STRMTS e � GRAPHIC SCALE S'-200' ! 0 200 400 600 I I 1 t 0pp _1 'ti Ago g Iz. 0 lb h V 1 p, ti lb oDo :'�G - ti °000000 6 D°Do �A � e ao ti6 0 °oaa 15 GHEE °oeD h � As, 10' SIDEWALK 5T ff BLOCK LEGEND PROPOSED 29' B-B ROADWAY w/ 50' RE PA 6' CONCRETEPAVING a a o 0 0 o Q+?o 0. PROPOSED 37' B-B ROADWAY ❑000000a❑o❑I w% GO' R.O.W. 8 CONCRETE PAVING PROPOSED VARIABLE WIDTH PREPARMBY' B-B ROADWAY w/ 13.0' R.O.W. �D�NI 10' CONCRETE PAVING �ME1II��HALL. $ 5' SIDEWALK BY HOME13UILDER MLEM1114 UIS—PSANNEHS—SUREYORs =r r SIDEWALK PER THIS CONTRACT 24M Mustang Orlye,GrWwAne.lr—76M] . - .. Metro 18171328-1373 PAGE 3 OF 4 E:\10591 - Copper Creek\Plans\Copper Creek Phase 3-CFA RAR.pro 18 May 2018 STREBT ABYm" IN P, COPPER CREEK W+E . � PHASE IM S - STRMTS GRAPHIC SCALE 1'=200' a 200 400 600 1 I QQQ�•�Q�� a` 12 5� 13 p 'Q ati � 115 14 41 R 2 3 35 6 6 5 4 1 B 7 i 34 2 21 2 5, 3 WY�O QN V iN 20 3 3332 SIDEWALK 4 17 2 19 4 31. 5 16 3 IB 5 30 15 4 17 6 6 29 H 14 w 7 0 5 16 7 IL n. 28 EL N 13 6 a 15 8 V 8 U 27 9" 12 7 uI 14 9 26 03 a 10, 11 g a 13 1p 25 10 9 w 12 11 11 = 24 12 P UM TH STL JBI'9 17 2b 21 22 235' SIDEWALK BLp[1( 5K BLOQC LEGEND PROPOSED 29' 5-5 ROADWAY w/ 50' R.O.W. 6' CONCRETE PAVING ❑a a a a a o a o o a PROPOSED 37' B-B ROADWAY oaaaoaoaoo❑ w/ 60' R.O.W. B' CONCRETE PAVING PREPARE;DBY-. PROPOSED VARIABLE WIDTH Qp00DVYN$ B-B ROADWAY w/ 130' R.O.W. 9AM 10' CONCRETE PAVING CIVIL ENGINEERS-•PLANNEM--SURVEYORS 5' SIDEWALK BY HOMEBUILDER 2i06Mu mnO��c��e�7ewt .a.. 73 SIDEWALK PER THIS CONTRACT PAGE 4 OF 4 E;\t0591 — Copper Creek\Plans\Capper Creek Phase 3—CFA RAR.pro 18 May 2058 � N COPPER CREEK W E LEGEND PHASE M S PROPOSED STORM DRAIN LINE STOR MDRAM GRAPHIC SCALE V-20,0• ]LMIlT'nB_fln 0 200 aao eoo PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN HEADWALL AALL.L STORM DRAIN LATERALS SHOWN ARE 11' IN DIAMETER UNLESS OTHERWISE INDICATED. 62 61 63 65 64 60 68 67 66 59 cy, 70 ss se F 72 _ �1 � Pp17 � 57 9 56 77 ZZ RP 18 PP 14 15 16 c 55\ 12 13 r 79 11 6 p 20 54 10 5 21 53 EX. 10' IA1.Er5 &- l 9 7 AV. j 22 5` EX. 10' INLETS 3 MATUM NE SEE PAGE2 - 1 40 4 39 � �� 5 —�38' y 6 37 m 7 SWRMDRAfiVKn 1" 36 9 BLOQ( A EX. 35' 35 RLP. e BROt IZIE ORE T IVE R1;P. 76 77 78 79 80 81 l PREPARED BY: (GOODWMI I- _M HALL 1! 2405 Mumrq DM-,anpWA-.TOM 70061 O i Preen(et )3z -aM PAGE 1 OF 4 E+\10591— Copper'Creek\Plans\Copper Creek Phase 3—CFA RAR.pro 18 May 2.016 COPPER PPER CC R EEK N PHASE W W+E S'71ORMDRADVAEYMAPSTORMDRAW s :•lil.N'L.W�1L LL�p�j�nrpi VIB-1 FF GRAPHIC SCALE 1-200' ' Jt 0 200 400 600 NOTE, I ALL STORM DRAIN LATERALS SHOWN ARE 21' IN DIAMETER t D UNLESS OTHERWISE INDICATED, f. t MATCHLINE )� MAMM)NE SEEPAG E1 E E SEEPAGE 4 p�� G� r 1 \\ EX. 10' INLETS EX. 10' INLETS --Eck°% 2S \ .9ca _l- P�p�`-- 26 � �• 3 -- 5 4 25 p ALM ROAb �FIANCR+ i 9 COPD? A C - 30R.CP. 3 2 6 23 24 10: 8 7 (R0SSI� DAZVE 1 18 22 p 11 EX. 1$' ;1 6 1 54 3 y 2 4 7ia �. 7flC iI 5 17 6 21 13 8�OCK C 6 16 z D 24 25 26 27 28 29 30 O 7 15 g 9 a; f4 23 CA 20 a? w 14 L 10 ¢ 0 15 22 31 8 0_ cu 11 i9 iB cu 32 03 w 13 o wbt— x H 16 21 PASSIONFLOWER DRIVE CL CL 9 F Q 32 a 12 13 14 15 16 17 a 17 20 BLOCK B 33 10 EX. 24` R-CP_ BL N 1i BL H 18 19 34 �' EX. 7 ' A.CP. 6 ' R.G.P. BIR NZE FOR ST AI OCK 0 49 50 51 52 53 54 55 56 57 58 59 60 1 62 E 60` 63 64 15 66 67 68 69 70 7 72 73 7 75 X. R. P. EX 10' S IX. 10' I(' S LEGENDPIBPAR€D BY: PROPOSED STORM DRAIN LINE (G OODVaNI S#$&HAL7 CM61 L ENOINE9-•PUW N6A5-SURVEYORS PROPOSED STORM DRAIN INLET 2405 Muamnq DA�e,arapevina,Te a 7=t i Mehv(B17)3294 �— PROPOSED STORM DRAIN HEADWALL PADS 2 OR 4 i E:\10591 - Copper Creek\Plans\Copper Creek Phase 3-CFA RAR.pro 18 May 2018 STIDRMDRAWREYMAP COPPER CREEK PHASE W s �pSTORM DF—CN GRAPHIC SCALE F-200' ' � � � 1fiL1lJC7LJliDIL LL- J�'."1 0 200 40.0 600 CIO i j \ S AQp A9 0110 fi/ Cb P CO h a, AT � AT \•0 r 10 r\ 24` UP. q 0 Pp h ti o of P 30' R.CP. P ti NOTE \ 1►il3MlLENE1 ALL.STORM DRAIN LATERALS SHOWN ARE 21' 1N DIAMETER SEEPAGE 4 UNLESS OTHERWISE INDICATED. LEGEND PARS%]9Y: PROPOSED STORM DRAIN LINE QAO0D1 HAUS-PLMNERS-S 31 CML ENpINEEFS—PtANNEFIS—SURYEr0R9 PROPOSED STORM DRAIN INLET 24M NLmMV Ddv%,Grepevine,Texw 70051 Mend(317J 32W4= �-- PROPOSED STORM DRAIN HEADWALL PAGE 3'0P 4 E:\10591 — Copper Creek\Plans\Copper Creek Phase 3—CFA RAR.pro 16 May 2018 N COPPER CREEK W E PHASEM SE Jt ll II S SRM DRAB f�:l�t,l[IlllI IT IS-11, GRAPHIC SCALE 3'-240' 0 '200 400 600 NOTE.j ALL STORM DRAIN LATERALS SHOWN ARE 21' IN DIAMETER UNLESS OTHERWISE INDICATED. 37nRMDARtWA2n'" � 1 3o ai;P 54" a. 14 �- a�P15 2 a 3 35 4 1 B 7 6 5 i 3A ED 2 21 333 O y iN 20 3 )A 32 C/] 17 2 19 4 H 4 31 16 18 5 0 5 3 . or on 30 6 15 4 17 6 29 U 7 CC 14 5 16 7 a 28 136 Q 15 8 $ 8'T 27 27' R.CP. 9 m 12 7 a 14 9 26 . CE 1064 11 8 0 13 1O 5 11 10 9 s 12 11 24 LOT 93X BLOCK B 10' INLETS PROPOSED SCHOOL 12 P UME TH STL DR VE 54` R.CP. 13 23 14 15 16 17 18 19 20 21, 22 BLOCK BLOCK 36" R.CP. 36" R.C.P. LEGEND PREPARM 13Y' PROPOSED STORM DRAIN LINE (GOGDVnN iAIl9 CML ENGlnEEs-PLLNER9-SURVEYORS � PROPOSED STORM DRAIN INLET 2405 Mustang OTt",Giepevinel Turas 70051 Metro(017)321)1 T -- PROPOSED STORM DRAIN HEADWALL PAGE 4 OP 4 i Et\10591 - Copper:Creek\Plans\Copper Greek Phase 3-CFA RAR.pro 18 May 2018 �° jj�� N COPPER CREEK W E PHASIC M 8 wTRM JISGRAPHIC SCALE V-200' T pie" \ a 200 400 Sao 62 61 65 64 63 60 67 66 59 70, 72 71 i `' p0 17 57 � 66. �p\ / � rs 14 15 rs c .\ ✓. r2 13 S9 a5 i� !1. 6 D 2b 549 � f 9 7 p 72 22 a a 5r LJGFITKUYMAP SEEPAGE 2 N 40 a 39 38 37 `i 7 36 U 8 ORE T ❑ IVE 77 78 79 80 81 LEGEND PVC Conduit A Transformer on PAD �--e- Pole Assembly IOOw HPS PREPARED BY: Duo l Light Standard GOODWIN9 RVffARSH[E�L]L +� Hand Hole, cmLENGINEERS-PLNNMS-SURVEYORS 2405 MM"OrM,GNPrAr^TMU 7=1 Ilebo(017)928-4379. CoFW Ground Box PAGE 1 QF 4 E10591 - Copper Creek\Plans\Copper Creek Phase 3-CFA'RAR'.pro 18 May 2018 1 ,t f COPPER C EEIEKi WE ( PHASE HE S LIGHTXEym" STRMTlLI[G TTS B 1i7L1JmTT n^p 6PAPHIC SCALE 1'-200' I ✓ �.� (� 0 200 400 600 !! - -` LEGEND i PVC Conduit i ETransformer on PAD ! Pole Assembly 100w NPS --, i Dual Light Standard j ® Hand Hole ' j — CoFW Ground Box 0�2 I MATCM"E SEEPAGE 1 26 -- lI PALM' DAO 5 4 3 25 RANCN�Q 9 � � 1 3 2 6 23 24 / 10 B 7. f XVF .4 r 18 l 22 ` 7 li ' 6 i 5 4 3 2 f 1 ' ! 7 12 5 17 1 8 21 13 OCK C 6 16 z� 23 24 26 27 28 '29 9 � 7 151 z' 20 ~ —! fw 14 _ rte 14 LI 10 �a 15 22 ___ -- 31 II 16# 8 13 01 11. 19 H 16 21 ` • 32 ASSIQNFQWER pRIVq f i 9 It 112 13 14 15 i6 17 V I BLOCK B 33 �d E f 10 BLN _1` I BL M _i9_�. i _ { 34 — — - — — — — — COPPER CREEK PHASE M1 WE �7�nS S S T LIG0..MGRAPHIC SCALE 1'-ZOU' ! aA i 0 200 400 600 i LEGEND c PVC Conduit ' Transformer on PAD Pole Assembly 100w HPS I Dual Light Standard � Hand Hole i / CoFW Ground Box Ej 1 41, Ix ° CO \ A 6 . i 2 1 7. % p PREPARED BY. GOODWIlN! hJARgam!g MAL MATCMVVE SEEPAGE 4 2405h°'" R "P`"""E6-Tg=70MI 208 MkntNq D�Fro,DupWvYremOa 7e061 Mika(81�92&4S1S PAGE 3 OF 4 Ei.\;0591- Copper Creek\Plans\Copper Creek.Phase 3-CFA RAR.pro 18 May 2019 F i LIWJWYMAP COPPER CREEK ]PHASIC HUw S E j STREET LIGHTS GRAPHIC SCALE 1'200` ® 'I 7L7QJT(](47b1f�i7�.f1C" I 1{.aLS11I1111[9Il 1L `l. 0 200 400 600 ! MAM&EVE SEE PAGE 3 ! I 12 b,' tP 14 .._.. ....•`• SAS ` � 1\ �` �,� 1 Q3 6 4 i `/ \35 7 6 5 34 21 2 3 A ` 1 33 \ S 20 3 ti 17 32 r ` i 4 4 2 19 } 31 16 5 \ 3 18 5 I 30 6 \ 15 4 ` 17 6 ¢I ! 29 f H ` 14 7 5 16 7 °� 28 } 8 { ! I 13 ED f 6 ( 15 8 U,IF i 27 12 7 ! � 14 9 ! 1 9 m L1 26 i 10� 11 g 13 10 I 25 12 11 - J 24 r 12 'P UME i fH —f1R t�E — 23 f 13 i4151 j 16 17 18 19 20 21 22BLOCK ` BLOCK i LEGEND PVC Conduit Transformer on PAD �44 ��- Pole Assembly IOOw WS PREPAREDsY: s Dual L ighl Standard �S MARSHAL 9 .CML ENGINEERS—PLMNERS—SURVEYORS Hand Hole 2405 Mus"Mfw.Ompev4w,Tazaf 7906' Metro(917)3294M j CoFW Ground Box PAGE 4OF.4 Ei\50591 — Copper Creek\Plans\Copper Creek Phase 3—CFA RAR.pro 18 Mciy 2018 {r 1 f N COPPER CREEK w E PHASIC M S ST=SIGNS ]EXiEII IT"(c GflAPNIC SCALE 1'^200' —fl" 0 200 400 600 62 Q 65 64 63 60 67 66 �\ 59r1a 7p 69 � F 72 7356 P 'MZ5 P$ / ` 55 �2 13 19 19 y !1 6 p 20 y� 54 \ 10 / 6�R Pf SE.�( 21 O G ` 53 z 9 7 Orr At a / 2a 4 \ MATCMINE \c\Nc SEE PAGE 2 1 40 ` ti 4 SIGNS � 39 5 y i 38 v 6 b ; y A I 37 1 K 7 8 1 I 368L A { f 35 BROZE ORE T0IE 77 78 79 80 81 O i PREPARM BY: (GOOD WI LEGEND MAMg AU, Y CML ENGNEEFIS-PLANNERS-SURVEYORS STREET NAME SIGN �""""angDrtm,Ofeprme,--1 ' Metro(817)929-373 r PAGB 1.OF 4 E:\10591 —Copper Creek\Plans\Copper Creek Phase 3--CFA RAR.pro 16 May 2018 j i s 1 N COPPER CREEK EIEK 111 E ]PHASE IH s SIC3RL�1KBYM,9P STREET SIGNS 6RAPHSC SCALE V-200,' DMI "C-1 n 0 200 400 606 IN 1 C� J i V� / \ MATU MINE SEEPAGE 1 0 26 4 3 --- 5 25 �\ . PALMFt RANGRi4A0 9 C ` ~ i 3 2 , r 6 23 24 / // i0 8 7 "7 yyE ` 4 18 22 ` ii ( 6 5 ++( 4 3 2 { ' 7 12 I 5 17 21 B Ogt C 13 B� 16 m( z4 25 26 27 28 29 30 i 6 _j 9 , r 14 23 7 15 1— 20 --' kkjw 14 10 ( I i5 22 .8 a, 1i A r 13 a i irte, 16 21 PASSIONFLOWER DRINK 32 9 12 a .12 13 14 15 16 17 I i I a 17 20 I BLUR 8 ! 33 i 1 ; 10 BL M _ �' 18 19 ALII _ _ j 34 — ! '7 _ ! 49 50 51 52�53 54 55 56 57 58 � 59 F6O61 i i—. � ' — � —T7576 62 63 64. 65 66 67 68 69 7071 72 73 74 1 PRHPARED BY: -GOODWINI LEGEND _ MARSHALL I STREET NAME SIGN 240P MUSMV Dave,a"P@M%rasa 7.8Wl Metro(817)329-4379 PAGE 2 OF 4 E,\10591 - Copper Creek\Plans\Copper Creek Phase 3-CFA RAR.pro 16 May 2018 COPPER CREEK " PHASE WE �Tp + 7� �T� S S�11��GJL SIGNS GRAPHIC SCALE 3^=200' - 0 :200 400 600 � f 1 C00 xx 05 / \\� 2 IPJ r SCO ei p5E 1 a25�2 / a2 QPQ�EC MATCHLINE SEE PAGE 4 P§tEPAREO BY: G OODVEN1 LEGEND MARSHALL i CML ENGINEERS PLANNERS—SLRYEYORS STREET NAME SIGN 2405 MU5%WDOW.G.p.hw,rW 78MI Metro(817)3244373 PAGE30F4 E \10591 — Copper Creek\plans\Copper Creek Phase 3—CFA RAR.pro 18 May 2018 COPPER CREEK N PHASE JM wES STRMT UGNS GNPHIC SCALE 1'=200' 0 200 400 600 i i Z 110 t� / ti AZ / 12 / p4 © 13 PSA 14 � 15 ' 4 3 j ! 6 g� 35 6 34 2 ',r 21 2 \ \ 3 �zt�E� \ 33 1 i \ 203 .� 4 X17 2 \ ` 19 4 32 \ , 5 31\ 16 3 18 5 30 6 \ , 1 15 4 17 6 Fq cc 29 14 jcc i 7 m 7 a 1 ` 5 16 26 uj 1 8 UIQ 13 6 j 15 8 27 9t.4 12 7 L 14 9 26 i lOc� Y' ! 11 8 f � � 13 10 1 25 i J y l 10 9 1 � 12 11 j 1 24 12 —_I UM E -THi 8Tt -DR IVE7 — — 23 13 14 15 i 16 17 18 19 20 21 22 BLOCK BLOCK PREPARED BY' (G 00DVnN1 LEGEND _�,�[ HAIL i CML FNONEEAS—PLANNERS—SURVEYORS STREET NAME SIGN 2405 Mustang O",Grepw1m.Tis 7W51 M&O(aM 32&4373 PAGE 4 OF 4 E+\(0591 — Copper Creek\Plans\Copper Creek Phase 3—CFA RAR.pro 16 May 2018 3 - a e E 3 M g s e 13 - A a 1-my 1 vpc;a 11 ' 8 8 8 888888 8 P PER A FE :,33�:333` �333w"�33-` X33 R RRR A .�-8 AAAA''. _ Y 8 - � �SPAAAo it U G b a al_ YLL'- L Cgs 1 � S 5 a = _ r- = 9€ ---___ ___ �fi PFRRARRR:..^,RaRA.AA4::Y: YY:YYRr..S d2od88628PiC