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HomeMy WebLinkAboutContract 47068 0 MET CON TR AR Developer and Project Information Cover Sheet: Developer Company Name: Copper Creek Partners, LP Address, State,Zip Code: 5055 Keller Springs Rd. Suite 545 Phone: 214-914-9809 E-Mail: fspj87 @gmail.com Authorized Signatory/Title: Fred Phillips/Vice President Project Name and Brief Description: Cooper Creek Phase 1 Project Location: West of the FM 156 &Heritage Trace Parkway Intersection Plat Case No.: FP-15-010 Plat Name: Copper Creek Mapsco: Council District: 7 City Project No : 02572 CFA: 2015-053 DOE: 7452 To be complete y staff. Received by: 1 - ate: F,P rARY COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No. WHEREAS, the undersigned Developer ("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 1 ("Project") within the City 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 Improvements and 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 acknowledges `'i`ia' the"""".saii `E� ,i acceptance process requires the Developer's contractor(s) o su�mii an Cat" affidavit of bills paid signed by its contractor and consent of surety signed by its surety to ensure the contractor has paid any sub-contractors and suppliers in full. Additionally, the contractor must also provide in writing that the contractor has been paid in full by Developer for all the services provided under their 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 are made a part hereof: Water (A) X Sewer (A-1) X , Paving(B) X_', Storm Drain(B-1')X Street Lights & Signs (C) 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. 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 streets and/or to perform water/waste water 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 Improvements, and a maintenance bond in the name of the City for one hundred percent (100%) of the contract price of the Improvements valid 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 3 Chapter 2253, Texas Government Code. 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 at least 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 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, 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 contemplated herein. 1. City shall not be responsible for 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 4 community facilities to be installed hereunder. 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, his 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, his 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 negligence 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 negligence 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, 5 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. 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 6 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 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. (REMAINDER OF PAGE INTENTIONALLY LEFT BLANK) 7 Cost Summary Sheet Project Name: Copper Creek Phase 1 CFA No.: 2015-053 DOE No.: 7452 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 $1,114,253 2.Sewer Construction $763,622.30 Water and Sewer Construction Total $ 1,877,875.28 B. TPW Construction 1.Street $ 3,293,758.00'e 2.Storm Drain $ 1,912,225.00: 3.Street Lights Installed by Developer $ 350,297.50 TPW Construction Cost Total $ 5,556,280.50 Total Construction Cost(excluding the fees): $ 7,434,155.78 Construction Fees: C. Water/Sewer Inspection Fee(2%) $ 37,557.51 D. Water/Sewer Material Testing Fee(2%) $ 37,557.51 Sub-Total for Water Construction Fees $ 75,115.02 E. TPW Inspection Fee(4%) $ 208,239.32 F. TPW Material Testing(2%) $ 104,119.66 G. Street Light Inspsection Cost $ 14,011.90 H. Street Signs Installation Cost $ 6,125.00 Sub-Total for TPW Construction Fees $ 332,495.88 Total Construction Fees: $ 407,610.90 Financial Guarantee Options Choose one Amount Mark c ce Bond=100% $ 7,434,155.78 Completion Agreement=100%/Holds Plat $ 7,434,155.78 Cash Escrow Water/Sanitary Sewer-125% $ 2,347,344.10 Cash Escrow Paving/Storm Drain=125% $ 6,945,350.63 Letter of Credit=125%w/2 r expiration period $ 9,292,694.73 8 IN TESTIMONY WHEREOF,the City of Fort Worth has caused this instrument to be executed in quadruplicate in its name and on its behalf by its Assistant City Manager, attested by its City Secretary, with the corporate ea o the City affixed,and said Developer elo p er has executed t s�r instrument in quadruplicate, at Fort Worth Texas this da y t t of '" .,�„�m ----- ,20 CITY OF FORT WORTH m Recommended by: Water Department Tra sportation&Public Works Department �. Wendy Chi abulal, EMBA,P.E. Do s . Wiersig, P.E. Development Engineering Manager Dir Approved as to Form &Legality: Approved by City Manager's Office Douglas W. Black Jesus J. Chapa Assistant City Attorney Assistant City Manager M&C No. / Date: } ry V1 yy6pQ69�C/Y3 'e° ATTEST: " a J. s City Secft ATTEST: DEVELOPER: Copper Creek Partners,LP Signature Signature: (Print)Name: 1.. d ° 1 , Print Name: Fred P lips Title:Vice Preside t OFF('CIIAL fit( COR(,fit' Check items associated with the project being undertaken; checked items must be included as Attachments to this Agreement Included Attachment ® Location Map ® Exhibit A: Water Improvements ® Water Estimate ® Exhibit A-1: Sewer Improvements ® Sewer Estimate ® Exhibit B: Paving Improvements ® Paving Estimate ® Exhibit B-1: Storm Drain Improvements ® Storm Drain Estimate ® Exhibit C: Street Lights and Signs Improvements ® Street Lights and Signs Estimate (Remainder of Page Intentionally Left Blank) 10 BONDS RANCH ROAD z 0 cn I- n, III �0 1LRITAGE TRACE �((�� —MAY 3 5 W LO Lij I - (/> Q LL- -� 05 =- C� J z PH. 1 HARMON m BAILEY — BOSWELL VICIN11Y MAP (NOT TO SCALE) 0 N C 7 COPPER C PHASE H Y U1LOCA 1l D ll N C� OF FORT W®RTH9 TEXAS 0 U 0 n OWNED/DEVELOPED BY:. PRir.irtllRED BY: s m Copper Creek Partners, LP c a5055 KELLER SPRINGS ROAD, SUITE 545 CML ENGINEERS—PLANNERS—SURVEYORS ADDISON, TEXAS 75001 2405 Mustang DrNe,Grape44ne,Texas 76051 (214 ) 914-9809 Metro(e17)3294373 L0 L7 0 w U UNE9 2015 COPPER CREEK EEK PHASE H s �` WA�y�ir+.�n� GRAPHIC SCALE 1-300' 1C.Lil.1lltlll[Dll It t{a vY Cil 0 300 600 900 LEGEND � —w PROPOSED WATER LINE — — — — EXISTING WATER LINE 6 Q 7 PROPOSED FIRE HYDRANT ASSEMBLY � -6- EXISTING FlRE HYDRANT ASSEMBLY 9 PROPOSED GATE VALVE EXISTING GATE VALVE U 1X ® PROPOSED REDUCER VALVE AMENITY CENTER A� PRIVATE OPEN SPACE G� 'O BLOCK L 19 20 3 ?0 21 22 e QC ALL WATER LINES SHOWN 0 2 hr 23 25 26 UNLESS 24 F OTHERWISE INDICATED � 27 28 5 4 o p 29 , �Q3 2 Al 1 c F AgCF 4J 10 Ql 9 B 7 QCK 8 6 W 5 U 8 4 W BLOCK E 7 3 0 LOT 48X 6 2 PRIVATE OPEN SPACE 5 •y 1 FLOODPLAIN �4 p EASEMENT 3 SAX OPEN 2 SPACE WATER KEY MAP sx BLOCK RR OPEN SPACE PREPARIED BY: ® G'00DVnNl ' MrARLHALL CIVIL ENGINEERS-PLANNERS-SURVEYORS 2405 Mustang Drive,Grapevine,Texas 78051 ED Matra(817)329-4373 PAGE i OF 4 E:\10591 - Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 COPPER CREEK N W- E PHASE WATER S }��p'{v[v7�(7[A�7ll�7�+ GRAPHIC SCALE 1`=300' 1L'el]Lllllllmll ll "All/1 WATER KEYMAP L11 0 300 600 900 . ,_ILLL EE I I LEGEND -W PROPOSED WATER LINE - -l- - EXISTING WATER LINE - - PROPOSED FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT ASSEMBLY �� ►/ PROPOSED GATE VALVE 47 D4 EXISTING GATE VALVE '�!Y n 45 46 , PROPOSED REDUCER VALVE 8 44 90� 7 43 Oo 6 1 42 Fti NOTE Y Sp ALL WATER LINES SHOWN 2 41 q ARE 8' IN DIAMETER UNLESS 27 3 26 2 25 3 4 5 3938 40 �F 0.THERWISE INDICATED. 1 L��yy y' � 1 1 24 6 2 23 7 36 23 3 22 B 8 35� 4 22 21 5 O 21 �' 9 34� 20 6 20 �' 10 33� 19 B 7 19 11 32 1 8 18 12 31 17 ` 9 17 13 30 16 10 16 14 15 11 15 14 12 1 6 0 21 22 13 A(+�� 1 17 18 19 � �P PREPARED Ems: O � 15 16 l GOODWINI hd&RLE L L 9 �"- CIVIL ENGINEERS-PLANNERS-SURVEYORS N 2405 Mustang Drive,GrepwAne,Texas 76051 Metro(817)3294379 PAGE 2 OF 4 E 1\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 N COPPER CRE EK w E PHASE ff s RYA= llll "Alt GRAPHIC SCALE 1-300' 0 300 600 900 LEGEND W PROPOSED WATER LINE EXISTING WATER LINE 26 5 PROPOSED FIRE HYDRANT ASSEMBLY 24 EXISTING FIRE HYDRANT ASSEMBLY 23 O 20 2 'f- ►t PROPOSED GATE VALVE 19 2 1' 21 18 20 19 D4 EXISTING GATE VALVE 22 17 18 � PROPOSED REDUCER VALVE 23� � 24 16 15 17 [?` 12 25 14 16 11 26 13 15 N� NOTE 13 10 ALL WATER LINES SHOWN 9 28 12 14 ARE 8' IN DIAMETER UNLESS 1 4 11 O 13 c� OTHERWISE INDICATED. \�(F 15 8 7 29�10 2 12 Z 2 22 16 p 6 x,30 g 11 23 17 31 8 10 m CK LL 18 5 m 32 7 9 4 2 1 Z 19 3 34 6 8 5 7 20 2 35 4 1 1 6 36 3 2 19 N 37 2 5 4 3 16 1 'PFF 1 4 5 2 1 1 3 22 2 6 4 21 14 20 2 1 1 13 6 �' 19 7 18 3 1 1121 � 11 65 9 6 40 2 1 7 4 1 9 8 �6 5 12 7 10 WATER KEYMAP 11 8 9 10 11 -1 q=ri II PREPARED BY: ® (GOODWINI KARS H(AU a CML ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Drive,Grapevine,Taxes 78051 o � Metro(817)3294378 PAGE 3 OF 4 E:\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 COPPER CREEK " PHASE R WATER p s +/ �r AT GRAPHIC SCALE 1-300' SJ/ 1p\cylriniS[D 1IPft•ss/r si ���G 1L:A\1L1ullID1L 1t L7� 0 300 600 900 &'" ��C �8 /•• .c LEGEND PROPOSED WATER LINE F — — — — EXISTING WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY N' 1 ST�e d EXISTING FIRE HYDRANT ASSEMBLY �T F FQ�ccep�:, ' p�TS�•� PROPOSED GATE VALVE EXISTING GATE VALVE S / PROPOSED REDUCER VALVE �o T�6.wC••. NOTE, / 1Q• ALL WATER LINES SHOWN ARE 8' IN DIAMETER UNLESS C._ OTHERWISE INDICATED. c F� .o FS TS 0 WATER KEYMAP c�� �Y II ° If PREPARED BY: ® GOO Dom! MARSH s CML ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Wm,Grapevine,Texas 78051 e Q Metro(817)3294373 PAGE 4 OF 4 E:\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 COPPER CREEK ti PHASE f s Q 6 SEWER GRAPHIC SCALE 1'=300' Ur 7 C IPT"A-111 0 300 600 900 � 8 9 10 1X OOp�9/yF AMENITY CENTER PRIVATE OPEN SPACE 'O BLOCK L 19 20 e3 �0 21 22 2 28 W c �v p 24 F 25 26 27 5 4 A F A 28 29 HOC M 1 c F pgCF k 10 9 NOTE, B k ALL SANITARY SEWER LINES 7 O6� OT SHOWN ARE 8' IN DIAMETER 8 UNLESS OTHERWISE INDICATED. 5 8 4 Q 7 3 6 2 LEGEND 5 �, 1 �— PROPOSED SANITARY SEWER LINE �4 — — — EXISTING SANITARY SEWER LINE 3 2 50k OPEN PROPOSED SANITARY SEWER MANHOLE 1 SPACE QS EXISTING SANITARY SEWER MANHOLE 1jX Q LOT 74X PRIVATE SEWER KEYMAP OPEN SPACE FLOODPLAIN EASEMENT EX. s 21" S.S. •S n II �� PREPARED BY: GOOD! I HA a CIVIL ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Drive,Grapevine,Texas 78051 O Metro(817)329-4373 PAGE 1 OF 3 E;\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 COPPER CREEK N D W E PHASE f S SEWER t�,tU'i[�nt76�rc A m¶n GRAPHIC SCALE 1'=300' 1li,��AAUUfLllllllLlllIDID Lit Il 0 300 600 900 47 Y 46 \ 45 8 44 \9�+ 7 43 00 16 1 42 b� - 2 41 40 \9�F` �4 � 27 3 39 3 26 4 �, 38 \� — EX. 2 25 5 ` 37 21" S.S. NOTE 1 1 2 24 23 6 36 ALL SANITARY SEWER LINES 23 3 22 7 SHOWN ARE 8' IN DIAMETER 8 35 UNLESS OTHERWISE INDICATED. 22 9 34� 20 5 6 20 0 10 33� N 19 7 P 19 11 32 18 �' 8 18 12 31 LEGEND 17 y 9 17 4 30 S— PROPOSED SANITARY SEWER LINE 16 10 16 14 — — — EXISTING SANITARY SEWER LINE 15 q 11 15E PROPOSED SANITARY SEWER MANHOLE 14 12 QS EXISTING SANITARY SEWER MANHOLE 22 13 SEWER KEYMAP II II PREIPARED;ate: GOODW T$ M69LHA .1L CIVIL ENGINEERS—PLANNERS—SURVEYORS 2465 Mustang Drive,Grapevine,Texas 78051 ED Matm(817)329-4373 PAGE 2 OF 3 E:\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 N COPPER 3 C REEK W E PHASE H S SEWER lull "A— rr GRAPHIC SCALE 1'=300' 1 0 300 600 900 26 5 \ \ 24 23 O 20 2 EX. 19 2 r1 \21" S.S. 21 18 20 19 22 17 23 16 18 \ 24 15 17 12 25 14 16 11 26 15 N 10 27 13 2 1 14 13 0 9 14 28 11 p 13 m 15 87 29 X10 12 ZI NOTE 30 U' ALL SANITARY SEWER LINES 2 22 6 c- SHOWN 11 m' SHOWN ARE 8' IN DIAMETER CK LL 18 5 rr1 32 8 109 UNLESS OTHERWISE INDICATED. 2 1 4 33 6 Z 19 3 34 5 8 20 2 35 7 I 4 6 LEGEND 1 1 36 3 2 19 �7 2 4 5 �— PROPOSED SANITARY SEWER LINE 3 4 18 1 1 EXISTING SANITARY SEWER LINE 1 3 2 3 PROPOSED SANITARY SEWER MANHOLE 6 5 1 22 2 QS EXISTING SANITARY SEWER MANHOLE 7 Q in 5 6 4 20 1 1 1 �' 19 2 12 7 18 4 3 1 11 9 16 5 O 2 (a� 6 3 1 1 7 4 1 1 8 SEWER KEYMAP 12 10g 7 11 8 9 �) 10 11 �� u ii PREIP BY: G OODWIN& � M( HALL CIVIL ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Drive,Grapevine,Texas 78051 Metro(817)3294373 PAGE 3 OF 3 E t\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 COPPER CREEK PHASE H s � VS ll1Nn-.�-,lS GRAPHIC SCALE 1°=300' 7pt 0 300 600 900 6 15 7 O 16 17 L K v 0 8 19 20 2 m 9 4 10 IDEWALK 1X AMENITY CENTER PRIVATE OPEN SPACE BLOCK L ° 19 20 21 3 "yl�,p� 4' 22 6 pC SIDEWALK 23 24 E RO F� 25 ft 26 27 28 4' S 4 ° p 29 SIDEWALK 3 F N L0CI M 1 C pqC� 10 9 STREETS KEYMA.P i X. e 0 8 7 B 5 W 4 BLOCK E 7 °K LOT 48X C� 41, PRIVATE 6 2 OPEN SPACE FLOODPLAIN 4 p° EASEMENT � 3 ® 2 5pX OPEN 1 SPACE >Sk ° O BLOCK RR OPEN SPACE EX. LEGEND PAVEMENT 10' ° PROPOSED 29' B-B ROADWAY SIDEWALK w/ 50' R.O.W. 6' CONCRETE PAVING e � 0 0 0 0 0 0 0 0 0❑ PROPOSED 37' B-B ROADWAY j ❑000000000❑ w/ 60' R.O.W. 8' CONCRETE PAVING PREPARED BY- PROPOSED VARIABLE WIDTH l300DWW B—B ROADWAY w/ 130' R.0.W. j�� ]L a 10' CONCRETE PAVING CIVIL ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Drive,Grapevine,Texas 76051 4' SIDEWALK BY HOMEBUILDER Metro(817)329-4373 SIDEWALK PER THIS CONTRACT PAGE 1 OF 3 E:\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 'r PHASE COPPER CREEK N W E STIElETS rtTa,n GRAPHIC SCALE 1'=300' 1Oi 0 300 600 900 EX. STREETS KEYMAP PAVEMENT 10' EX. 4' SIDEWALK SIDEWALK cr > O b`= 46 45 - 8 44 7 43 6 1 42 10' O A SIDEWALK �q 27 2 3 4039 9�F 3 26 q 5 38 2 25 37 1 1 2 24 6 23 � 36 7 23 3 ✓ 22 B 8 35� 4 2� 21 5 O 21 c 9 34' p 20 6 20 10 33 19 B 7 19 11 32 17 S 9 17 13 30 N. n' 16 10 16 15 14 11 15� LEGEND 14 12 P V 13 PROPOSED 29' B–B ROADWAY 22 oo'.. w/ 50' R.O.W. 6' CONCRETE PAVING 0 0 0 0 0 0 0 0-0-0-70-1 PROPOSED 37' B–B ROADWAY ❑000000000❑ w/ 60' R.O.W. 8' CONCRETE PAVING PREPARED Ey; PROPOSED VARIABLE WIDTH (Ci00DW ! B–B ROADWAY w/ 130' R.0.W. HALj[, a 10' CONCRETE PAVING CML ENGINEERS—PLANNERS—SURVEYORS 4' SIDEWALK BY HOMEBUILDER 2405 Mustang Drive,Grapevine,rexea 7eost Metro(817)3294373 SIDEWALK PER THIS CONTRACT PAGE 2 OF 3 E 1\10591 – Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 N COPPER CREEK W E PHASvE H S 7p�tpBll� GRAPHIC SCALE 1-300' lC'eL111C7LILIDILIl PP7m fP lID 0 300 600 900 STREETS KEYAMP 4 SIDEWALK 26 5 24 i 3 O 20 2 F 1g 2 21 1817 20 19 II 5&4 22 16 3 18 II 2 24 15 17 ® 12 25 14 15 11 26 13 15 N 1 10 27 12 14 3 14 g o 28 11 Q 13 m 87 2g X10 2 12 2 22 16 0 6 30 c g 11 v 23 L 17 5 31 8 10 m 18 m32 7 g 4 4' 2 1 z 1g 3 33 6 e SIDEWALK 34 5 7 20 2 35 4 1 B/� 36 3 5 2 j/ 5 3 2 4 1 5 1 1 3 2 22 2F 2 3 8 7. 1415 5 20 13 6 19 7 18 3 1 12 8 1 4 Y IN, 11 g 16 5 O 2 Q 1 1 6 3 Y 1 7 4 12 g 6 10 7 r` 11 8 9 a,voe>e 10 !� LEGEND 11 PROPOSED 29' B—B ROADWAY w/ 50' R.O.W. 6' CONCRETE PAVING 0 0 0 0 0 0 E-070-07 PROPOSED 37' B—B ROADWAY 0000000000E w/ 60' R.O.W. 8' CONCRETE PAVING PREPARED BY: PROPOSED VARIABLE WIDTH GOODWWI B—B ROADWAY w/ 130' R.O.W. hLARS a 10' CONCRETE PAVING CML ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Drive,Grapevine,Texas 7851 4' SIDEWALK BY HOMEBUILDER Metro(e17)329-4973 SIDEWALK PER THIS CONTRACT PAGE 3 OF 3 E+\10591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 COPPER CREEK � ti PHASE N s STORM� 7j¶�[�7 D GRAPHIC SCALE 1'=300' 11iL1\1C1L111LD1111 YP1rye¶Pi l� lL 0 300 600 900 NOTE: 6 15 ALL STORM DRAIN LATERALS 7 16 17 L SHOWN ARE 21' IN DIAMETER 8 18 19 20 2 UNLESS OTHERWISE INDICATED. O 10 O 1X AMENITY CENTER Q PRIVATE OPEN SPACE lP p�BLOCK L .e�A 3 ?0 Tc 4 � 2 ��� A, HOC 2 1 0 10 9 R9 10' 7eOCk INLETS 8 6 O tU 15' INL T U INLET 5 2 BLOCK E 8 4 LOT 48X 7 3 PRIVATE 2 STORMI.DRAINKEYMAP 6 5 ti ETS �� OPEN EASEMENTN � �4 � 3 2 Kok INLETS 1 42'R P. SX INLET 10 u .A INLETS II BLOCK RR ® 160' SPAN OPEN BRIDGE �� 1 9 � LEGEND PREPARED BY- PROPOSED STORM DRAIN LINE GOODV NI �.�IIAA a CML ENGINEERS—PLANNERS S——S SURVEYORS PROPOSED STORM DRAIN INLET 2405 Mustang Drive,Grapevine,Texas 76051 Metro(617)3294379 �— PROPOSED STORM DRAIN HEADWALL PAGE 1 OF 3 E1\10591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 f COPPER CREEK , E N PHASE f w�S S T®RM IDIAIl\T` ev�e1�tv GRAPHIC SCALE i'=300' A 0 300 600 900 NOTE STO�Dn A 77YTKE�T ALL STORM DRAIN LATERALS l'Ci[1� SHOWN ARE 21' IN DIAMETER UNLESS OTHERWISE INDICATED. i I1 II 46 45 Y� 8 44 9�+ 43 A 42 F 1 2 41 40 So `Y 27 3 9 � 4 �( 26 2 38 'y 2 25 5 �c` 37 1 1 2 24 23 6 7 36 23 3 ✓ 22 � 8 35� 22 4 21 g 34 C�21 20 5 6 `0 20 G' 10 33' 10, 19 7 19 11 32 INLETS 18 8 18 12 31 24'P.C.P. X17 X g 17 1 30 10, 10 1 ETS INLETS 16 27'P.C.P. 15 1 ETS 165 14 30'lR.C.P. 4 E C o, 15' INLET 14 12 36 2� 2 10' 22 13 2� 2 INLETS o 2ti 2 e\/C�'vY ti �r Y LEGEND PREPARED BY. PROPOSED STORM DRAIN LINE C4OODVENI M(S-PLA NEM-S CIVIL ENGINEERS—PLANNERS—SURVEYORS PROPOSED STORM DRAIN INLET 2405 Mustang Drive,Grapevine,Texas 78051 Metro(817)329-4373 �— PROPOSED STORM DRAIN HEADWALL PAGE 2 OF 3 E,\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 L� N COPPER PER C�RR 1 K W E PHASE N S STORM DRAIN STOR�(.(�/1`D Y�`. T E A IT IoIB—A0 GRAPHIC SCALE 1-300' �/� 0 300 600 900 Q' NOTE- ALL STORM DRAIN LATERALS SHOWN ARE 21' IN DIAMETER • � UNLESS OTHERWISE INDICATED. �OV 2 10 II 2 2 tI V 2 O� ® �Q' 20 2� 5' 19 2 1T IN S 18 20 19 21 22 17 18 2 16 c� 24 15 17 o F-1 � 12 25 14 16 U 1110 26 5 7 13 1 N� 13 9 ,L 12 14 0 14 28 11 p 13 7 m L 15 8 29 0 10 2 12 Z � 2 22 16 0 6 30 `9 11 10 23 17 31 g 10 m INLETS m 32 LL 18 4 33 7 9 2 1 m 19 3 34 6 8 \\ 4S0/y �0 2 1 35 6 C�&Z G , 1 R1t� 36 3 EX. 36" 2O 1915, 37 2 5 � R.C.P. 4 3 181 1 1 4 ��' 7—BARBELL L 5 1 3 2 22 A 3 12 k10 R.C.B. 1 21 2 FUTURE 8 7 1415 6 5 19 0 2 '1 oA 10' INLETS 10' INLETS 13 3 FUTURE 24'R.C.P. 1 12 8 7 1 18 q 47 48'R.C.P. 24'R.C.P.0 g 16 5 0 3 2 INLETS 1 1 7 6 4 1 g 5 8 . 9 07 6 7 10' 10 8 F6 1 Y INLETS 1 9 o y 10 10 11 INLETS 3 PEA BY: LEGEND PROPOSED STORM DRAIN LINE GOODWWI h11�SNNERS IL, ; CIVIL ENGINEERS—PLANNERS—SURVEYORS PROPOSED STORM DRAIN INLET 2405 Mustang DNe,Grapevine,Texas 76051 Metro(617)5294M �— PROPOSED STORM DRAIN HEADWALL PAGE 3 OF 3 E!\10591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 COPPER CREEK 4- ti sH SEH c SllG LIGHTS �tt GRAPHIC SCALE 1'=300' 1L'.AUC1u11mll1t H�ry \4' 0 300 600 900 c 6 p 15 v� 7 15 17 18819 C K � 8 � 20 m9 Q- 10 1X � F AMENITY CENTER �� PRIVATE OPEN SPACE ,o BLOCK L e3 �O 5 4 �2 M 10 9 Bo � STREET LIGHTS KEYAI" 6 6K ° 5 W T 8 4 BLOCK E i 7 3 LOT 48X 6� 2 PRIVATE OPEN SPACE 1 �J FLOODPLAIN EASEMENT 3 SOX OPEN 2 1 SPACE SX I BLOCK RR o OPEN SPACE LEGEND PVC Conduit 7 Transformer on PAD ®—e- Pole Assembly 100w HPS PRBPARED BY. DuG1 Light Standard (CuOODWINI HA,LL 9 Hand Ho% CIVIL ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Drive,Grapevine,Texas 780.51 Metro(817)329-4373 CoFW Ground Box PAGE 1 OF 3 E:\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 COPPER CREEK N PD�LT� ,� W E al ASE .!�(� S STREET LIGHTS HITS F,=] O'C" GRAPHIC SCALE 1-300' 0 300 600 900 STREET LIGHTS KEYMAP II Ii rb ® 47 ° O 7 46 45 G 8 44 9 ,(` c 43 `y 1 42 O� 2 41 q0 So 27 3 399�F 3 25 4 8 37 36 2 25 5 1 1 24 6 2 23 7 23 3 22 � 8 35� 22�1 4 5 X021 G'g 34�� `0 6 20 10 33� X19 7 19 11 32 18 8 18 12 31 217 y 9 17 13 30 16 10 16 14 15 11 15� 14 12 22 13 00Gp 2 2�O 1 '� ti222� 2 pA,�J� LEGEND CI. � ti PVC Conduit Transformer on PAD —�- Pole Assembly /OOw HPS PREPARED BY. Dual Light Standard (GOOD INI MARSHALL Hand Hole CML ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang Drive,Grapevine,Texas 78051 Metro(817)32MS73 CoFW Ground Box PAGE 2 OF 3 E:\10591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 �G� N COPPER CREEK W E P ASE H S ,9 =LMHTS 1L:.11�1[Ili 11 eeC" 6flAPHIC SCALE 1'=300' �L.• 0 300 600 900 STREET LIGHTS KEYM" 26 5 i 24 3 O 20 19 2 21 11 21 17 18 20 1 u 22 23 16 1 1 24 15 ® 12 25 14 1 116 13 1 10 12 �1 13 14 9 28 ° 7 9 0 O 10 12 Z 2 22 1 0 WU c,9 11 q 23 1 7,6 31 8 10 K LL � 18 Z 4 m32 �'7 9 2 1 Z19 3 3 q 6 8 5 7 20 2 35 q 1 1 36 3 6 'W 2 1 C 37 2 3 gg 9 1 S q 1 1 3, 22 3 Q-6 15 q 21 1 2 v 7 14 5� 20 2 8 13 O 6 19 3 12 87� 18 1 5q g 16 6 Q 10 15 7 4 1 8 12 y 1 9 OC' 1 07 9 �✓ LEGEND PVC Conduit y aTransformer on PAD ®--�- Pole Assembly 100w HPS PREPARED Dual L ighl Standard G�D�'� L a Hand Hole CIVIL ENGINEERS—PLANNERS—SURVEYORS 2405 Mustang DrW,Grapevine,Tema 76051 Metro(817)3294379 CoFW Ground Box PAGB 3 OF 3 E;\10591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 COPPER CREEK Ey PHASE H s fi S°ll?,MT,91GN,' GRAPHIC SCALE A'=300' ILL?KIMrr'PC-It' 0 300 600 900 Q 6 Q 15 16 7 17 18 C 19 ' � B � � 20 2 m 9 ^_ 100 1X AMENITY CENTER PRIVATE OPEN SPACE BLOCK L e3 5 4 O F JAI roc M 1 c Q 10 9 B p � 8 7 6K 5 8 n 4 BLOCK E 7 3 LOT 48X 6 w PRIVATE 2 J OPEN SPACE � ti a 1 E N STR�:T SIGNS KEY AP 4 EASEMENT 3 2 5�X OPEN 1 SPACE USX i BLOCK RR OPEN u ' SPACE u ® 1+ PREPARED BY: GOODWI I LEGEND R/fl ARS]EI.1L CIVIL ENGINEERS—PLANNERS—SURVEYORS STREET NAME SIGN 2405 Mustang Ddve,Grapevine,Tomas 78051 Metro(817)3294379 PAGE 1 OF 3 E:\10591 — Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 COPPER CREEK PHASE w E P � S STREET SHGNS I vf�o�ii GRAPHIC SCALE 1'=300' �L 0 300 600 900 STREET SIGNS KEYl►MAP 1 47 ° 03 46 45 G 8 44 919 ,( 7 43 42 oo 6 5 2 41 4 `p 27 3 40 9�F 3 26 4 y�38 2 25 5 1 1 24 6 ,fO37 2 23 7 3 23 3 4 22 e 8 35 22 n21 5 021 9 34 20 6 20 G 10 33 19 7 19 11 32 18 8 18 12 31 .y�17 '/ 9 17 13 30 16 10 16 14 15 11 15� 14 12 22 X13 2� Q� P PRBPARIBD ESC: G00DV9N1 LEGEND h IARSHALL CML ENGINEERS—PLANNERS—SURVEYORS STREET NAME SIGN 2405 Mustang Drive,Grapevine,Texas 78051 Metro(817)3294M PAGE 2 OF 3 E 1\10591 - Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 N COPPER CREEK W E PHAb S STRM IC SIGN E���VIC— 11 GPAPHIC SCALE 1'=300' �t 0 300 600 900 STREET SIGNS KEYM" _ 26 5 2 23 p s 22 'F 20 19 21 ' gr 22' 21 1817 2019 I I nU 23 16 18 24 15 17 ® 12 25 14 16 11 X26 13 15 N� 13 10g X27 12 X14 0 �� 14 28 11 13 O 15 87 29 X10 �,12 2 22 16 0 6 —30 `g 11 23 17 31 8 10 c--1 K LL 018 �5 m32 7 9 4 2 1 m19 3 34 6 8 5 7 20 2 35 4 1 B/�� 36 3 6 37 19 2 5 3 p 18 1 4 -9 1 1 2 22 0 1 3 �\ 3 2 �)) 6� 21 15 � 4 1 7 20 1 f1, 8 � 1C� 6 5� 18 19 2 U 7 3 �yV 12 8 17 44 21 Y 16 5 3 10 15 14 7 13 8 5 12 10 9 76 8 11 9 101 PREPARED Big: GOODWHN1 LEGEND hd ARSH AL L a CIVIL ENGINEERS—PLANNERS—SURVEYORS STREET NAME SIGN Mustang DrIv%Grapevine,Texas 7605, Metro(817)329-9373 PAGE 3 OF 3 E:\10591 – Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 183.73928941 09/29/15 08:55 Pg 1 0 1 Mike S Paving G SERVING THE DFW METROPLEX "Seal Now or Pave Later!" Seal Coating Crack Filling Saw Cut Patching Pot Hole Repair Remove & Replace New Asphalt Overlays Striping BANKS -CHURCHES -ROAD WORK- SHOPPING MALLS TRAILER PARKS -PLAYGROUNDS -RESIDENTIAL DRIVEWAYS - SCHOOLS -APARTMENTS - HOTELS All Work Guaranteed — Fast Service — Free Estimates 8 -.a MM - 1j =v760=vj1'q' U" 70 ------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------ ACT NOW - SAVE BIG! BOOK ANY OF OUR SERVICES BY OCT 9TH FOR $500 DISCOUNT If you have received this in error, call 855-595-3761. Addendums 1-2&3 received RE: Copper Creek Phase 1 Item No. Quantity Unit Description Unit Price Extension Water Improvements 1 17,644 L.F. 8"Water Line $ 24.25 $ 427,867.00 2 1,689 L.F. 10"Water Line $ 31.70 $ 53,541.30 3 64 Ea. 8"Gate Valve&Valve Box $ 1,240.00 $ 79,360.00 4 3 Ea. 10"Gate Valve&Valve Box $ 1,850.00 $ 5,550.00 5 18 Ea.! Sid.Fire Hydrant Assembly w/6"Gate Valve& $ 3,635.00 $ 65,430.00 6 277 Ea. 1"Water Services $ 1,050.00 $ 290,850.00 7 4 Ea. 1''Y."Water Services $ 1,470.00 $ 5,880.00 8 55 L.F. 10"Water Line Bore $ 320.00 $ 17,600.00 9 55 L.F. 18"Steel Casing Pipe $ 78.00 $ 4,290.00 10 5 Ton C.I.R.T.Fittings $ 1,000.00 $ 5,400.00 11 1 Ea. Connect to Existing 8"W.L.Stub-Out $ 1,000.00 $ 1,000.00 12 1 Ea. 16"x10"Tapping Sleeve&Valve $ 8,000.00 $ 8,000.00 13 17,644 L.F. Trench Safety $ 0.10 $ 1,764.40 14 17,644 L.F. Water Test $ 0.50 $ 8,822.00 $ 975,354.70 Off Site Water Improvements 1 87 LF 8"Water Line $ 26.00 $ 2,262.00 2 1,574 LF I Meter Line $ 33.25 $ 52,335.50 3 5 EA 8"Gate Valve&Box $ 1,240.00 $ 6,200.00 4 251 LF 10"Water Line Bore $ 350.00 $ 87,850.00 5 251 LF 18"Steel Casing $ 80.00 $ 20,080.00 6 2 TN CIRT Fittings $ 1,000.00 $ 2,000.00 7 1 EA Connect to Ex.8"WL Stub,Out $ 1,000.00 $ 1,000.00 8 1,661 LF Trench Safety $ 0.10 $ 166.10 9 1,661 LF Water Test $ 0.50 �$— 830.50 is 172,724.10 Sanitary Sewer 1 13,844 L.F. 8"SDR-26 PVC $ 27.00 $ 373,788.00 2 149 L.F. Concrete Encasement $ 30.00 $ 4,470.00 3 2 Ea. Core Into Existing S.S.M.H.w/8"S.S. $ 1,500.00 $ 3,000.00 4 53 Ea. Std.4'Dia.S.S.M.H. $ 2,500.00 $ 132,500.00 5 1 Ea. Construct Std.4'Dia.S .S.M.H.on Ex.21"S.S. $ 4,500.00 $ 4,500.00 6 128 V.F. Extra Depth 4'Dia.S.S.M.H. $ 150.00 $ 19,200.00 7 560 L.F. Cement Stabilized Backfill $ 20.00 $ 11,200.00 8 309 Ea. SDR-26 Sewer Services $ 575.00 $ 177,675.00 9 13,844 L.F. Trench Safety < $ 010 $ 1,384.40 10 13,844 L.F. TV&Test Sanitary Sewer Lie $ 1.00 $ 13,844.00 $ 741,561.40 Storm Sewer 1 46 Ea. 10'Depressed Curb Inlet $ 3,000.00 $ 138,000.00 2 5 Ea. 15'Depressed Curb Inlet $ 3,400.00 $ 17,000.00 3 2 Ea. 20'Depressed Curb Inlet $ 4,100.00 $ 8,200.00 4 1 Ea. 24"Sloped End Headwall $ 1,500.00 $ 1,500.00 5 1 Ea. 27"Sloped End Headwall $ 1,900.00 $ 1,900.00 6 2 Ea. 36"Sloped End Headwall $ 3,400.00 $ 6,800.00 7 1 Ea. 42"Sloped End Headwall $ 4,625.00 $ 4,625.00 8 1 Ea. 48"Sloped End Headwall $ 5,150.00 $ 5,150.00 9 1 Ea. Double 30736"Sloped End Headwall $ 6,825.00 $ 6,825.00 10 1,467 L.F. 21"Class III R.C.P. $ 52.00 $ 76,284.00 11 1,580 L.F. 24"Class III R.C.P. $ 58.00 $ 91,640.00 12 1,062 L.F. 27"Class III R.C.P. $ 65.00 $ 69,030.00 13 1,550 L.F. 30"Class III R.C.P. $ 74.00 $ 114,700.00 14 884 L.F. 36"Class III R.C.P. $ 96.00 $ 84,864.00 15 118 L.F. 39"Class III R.C.P. $ 118.00 $ 13,924.00 16 286 L.F. 42"Class III R.C.P. $ 133.00 $ 38,038.00 17 328 L.F. 48"Class III R.C.P. $ 170.00 $ 55,760.00 18 1,318 S.Y. Flexamat $ 7.00 $ 9,226.00 19 1 Ea. End&Plug 24" $ 225.00 $ 225.00 20 1 Ea. Connect to Existing 36" $ 500.00 $ 500.00 21 1 Ea. Remove 36"Headwall $ 1,000.00 $ 1,000.00 22 34 L.F. Remove 36"R.C.P. $ 25.00 $ 850.00 23 1 L.S. Box Culvert WingWalls/Headwalls/Railing $ 500,000.00 $ 500,000.00 24 1 LS 4"Ledge on Box Culverts for future Fagade $ 7,500.00 $ 7,500.00 25 1 LS Stamp and Stain Box culvert $ 50,000.00 $ 50,000.00 26 104 L.F. 7 Barrel 12'x 10'and 1 Barrel 8'x8'Box $ 5,100.00 $ 530,400.00 27 9 Ea. 4'x 4'S.D.M.H. $ 3,665.00 $ 32,985.00 28 3 Ea. 5'x 5'S.D.M.H. $ 6,400.00 $ 19,200.00 29 2 Ea. 5 Sided S.D.M.H. $ 10,000.00 $ 20,000.00 $ 1,906,126.00 Paving Improvements 1 9,397 S.Y. 10"Concrete Pavement $ 43.00 $ 404,071.00 2 10,072 S.Y. 8"Lime Treated Subgrade(Heritage Trace $ 2.50 $ 25,180.00 3 181 Ton Lime at 36Ibs/S.Y.(Heritage Trace Parkway) $ 170.00 $ 30,821.00 4 16,350 S.Y. 8"Concrete Pavement $ 34.00 $ 555,900.00 5 17,320 S.Y. 8"Lime Treated Subgrade(Collector Road) $ 2.50 $ 43,300.00 6 312 Ton Lime at 36Ibs/S.Y.(Collector Road) $ 165.00 $ 51,447.00 7 37,810 S.Y. 6"Concrete Pavement $ 27.00 $ 1,020,870.00 8 40,115 S.Y. 6"Lime Treated Subgrade $ 2.00 $ 80,230.00 9 602 Ton Lime at 30lbs/S.Y.(Residential) $ 165.00 $ 99,280.50 10 112 L.F. Saw Cut Ex.Asphalt Pavement $ 6.00 $ 672.00 11 80 Ea. Barrier Free Ramps $ 1,100.00 $ 88,000.00 12 2,173 L.F. 4'Concrete Sidewalk $ 14.00 $ 30,422.00 13 3,430 L.F. 10'Concrete Sidewalk $ 3200 $ 109,760.00 14 54 L.F. Connect to Existing Concrete Header $ 16.00 $ 864.00 15 572 L.F. Concrete Header $ 10.00 $ 5,720.00 16 1 L.S. Pavement Marking $ - $ - 17 1 L.S. Traffic Control $ 5,500.00 $ 5,500.00 18 572 L.F. End of Road Barricades $ 71.00 $ 40,612.00 $ 2,592,649.50 Miscellaneous 1 1 LS Payment/Performance Bonds $ 85,800.00 $ 85,800.00 2 1 LF 2"Sch 40 Sleeves $ 15.00 $ 15.00 3 1 LF 4"Sch 40 Sleeves $ 20.00 $ 20.00 4 1 LF 6"Sch 40 Sleeves $ 25.00 $ 25.00 r$ 85,860.00 Street Lights 1 70 EA Single LED LTG Fixt-ATBO-30BLED-E70 $ 2,100.00 $ 147,000.00 2 7 EA Single LED LTG Fixt-ATB2-60BLED-E70 $ 3,050.00 $ 21,350.00 3 9,117 LF 2"Sch.40 pvc conduit(Trench) $ 5.95 $ 54,246.15 4 70 EA RDWY ILLUM Foundation-Type 1 $ 900.00 $ 63,000.00 5 7 EA RDWY ILLUM Foundation-Type 3 $ 1,050.00 $ 7,350.00 6 22,668 LF #6 XHHW Alum Electric Conductor $ 1.25 $ 28,335.00 7 1,562 LF #2/2/24 Quadplex Alum Elec Conductor $ 2.95 $ 4,607.90 8 1 EA Electric Service Pedestal-CoFW STD.(if $ 5,500.00 $ 5,500.00 9 1,560 LF 3"Sch.80 pvc conduit&pull box $ 9.95 $ 15,522.00 $ 346,911.05 Bridge Items 1 1 LS Bonds $ 8,860.00 $ 8,860.00 2 80 LF Drilled Shafts 24" $ 108.00 $ 8,640.00 3 280 LF Drilled Shafts 36" $ 210.00 $ 58,800.00 4 52 CY CL.C Cone.Abutment $ 955.00 $ 49,660.00 5 11 CY CL.C Cone Bent Columns(36") $ 955.00 $ 10,027.50 6 20 CY CL.C Cone Bents $ 955.00 $ 19,004.50 7 87 CY CL.S Cone Approach Slab $ 490.00 $ 42,385.00 8 7,360 SF Reinf Cone Slab $ 19.60 $ 144,256.00 9 954 LF Prestr Cone Graders TY TX34 $ 140.00 $ 133,560.00 10 2,222 SF CL.S Cone Sidewalk(Bridge&Appro slab) $ 9.30 $ 20,664.60 11 178 LF CL.S Cone Curb(Bridge&Appro slab) $ 25.75 $ 4,583.50 12 356 LF Rail TY T221 $ 185.00 $ 65,860.00 13 30 CY RipRap Concrete 5" $ 495.00 $ 14,850.00 14 84 LF Sealed Expansion Joint SEJ-A $ 88.00 $ 7,392.00 15 720 LF 3"pvc Conduits $ 12.50 $ 9,000.00 rT — 597,543.10 TOTAL QUOTE: $ 7,418,729.85