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Home My WebLink AboutContract 47068 (2)r'�}v�.t1 t_FT� D �� S&' R AAK:Y u coNip CT NO, 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: /%/ - i`QTJJ ate: OFFICIAL RECORD CITY SECRETARY Ft WORTh, TX • • COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § COUNTY OF TARRANT § City Secretary Contract No. CI ID"[,? 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 'that the said QFFICIAI,RECORD acceptance process requires the Developers contractor(s) o su mlan CITY SECRETARY 2 Ft WORTH, TX 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) XStreet Lights & Signs (C) X 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 perfouu 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 Depai lenient. 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. I. 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 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 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) Project Name: Copper Creek Phase 1 CFA No.: 2015-053 Cost Summary Sheet 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 A. Water and Sewer Construction 1. Water Construction 2. Sewer Construction Water and Sewer Construction Total B. TPW Construction 1. Street 2. Storm Drain 3. Street Lights Installed by Developer TPW Construction Cost Total Total Construction Cost (excluding the fees): Construction Fees: C. Water/Sewer Inspection Fee (2%) D. Water/Sewer Material Testing Fee (2%) Sub -Total for Water Construction Fees E TPW Inspection Fee (4%) F. TPW Material Testing (2%) G. Street Light Inspsection Cost H. Street Signs Installation Cost Sub -Total for TPW Construction Fees Total Construction Fees: Financial Guarantee Options (Choose one) Bond = 100% Completion Agreement = 100% / Holds Plat Cash Escrow Water/Sanitary Sewer 125% Cash Escrow Paving/Storm Drain = 125% Letter of Credit = 125% w/2yr expiration period Developer's Cost $ Amount $ $1,114,253 $763,622.30 1,877,875.28 3,293,758.00 1,912,225.00 350,297,50 5,556,280.50 7,434,155.78 37,557.51 37,557.51 75,115.02 208,239.32 104,119.66 14,011.90 6,125.00 332,495.88 407,610.90 7,434,155.78 7,434,155.78 2,347,344.10 6,945,350.63 9,292,694.73 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 seal of the City affixed, and said Developer has executed th's instrument in ua�iruplicate, at Fort Worth, Texas this �' day of )2-K ,20 S. CITY OF FORT WORTH - Recommended by: Water Department Ith-e‘ Wendy ChiBabulal, EMBA, P.E. Development Engineering Manager Approved as to Form & Legality: Douglas W. Black Assistant City Attorney M&C No. WA. Date: ATTEST: City Sec ATTEST: 1 Signature (Print) Name: '71 ; L bill 00-000 Ci900 v 0Qc000 CP Lir ref Cn ,fro I ' rr Tragsportation & Public Works Department Do Dir Wiersig, P.E. Approved by City Manager's Office Ciff Jesus J. Chapa Assistant City Manager DEVELOPER: Copper Creek Partners, LP Signature: Print Name: Fred P s lips Title: Vice Preside - t 9 OFFICIAL RECORD CITY SECRETARY IFT. WORTH, TX Check items associated with the project being undertaken; checked items must be included as Attachments to this Agreement 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 Included El Nir rs (Remainder of Page Intentionally Left Blank) 16 Jun 2015 Er \10591 — Copper Creek\Plans\Copper Creek Phase 1 30\ DS RA\CH .R03E_TSO\ • HERITAGE TRACE PARKWAY PH. 1 LC) BAILEY - BOSWELL HASVON VI INITY (\CT TC SCALE) CITY 0 ®WNED/DBV]ELOJPEID ISY: ?PER C PEASE LOCATED IT -40RR WORTH, ThXAS Copper Creek Partners, LP 5055 KELLER SPRINGS ROAD, SUITE 545 ADDISON, TEXAS 75001 (214 ) 914-9809 :UN:, N:, 2015 35W PREPARED IiY: GOODWN ARSHA LL s CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (617) 329-4373 Q 1X AMENITY CENTER PRIVATE OPEN SPACE 'O BLOCK L WA1BR KEY MAP 111111 1 1 111 )1/ /1J�I7I7I�I7I�I�I 111/1/11 I11 11 1111 11 1 mmi _n. .iMIS -=C HZ IIfli► �onnu 11 � (.SIM.IL_S t1W1ll71 mf iZen taws tig, u;nnu. AIU • EV1111111111 1111 1 I • • vs f • • so • • PP) ' • •11 11 11111 r.�t;i$w1111 I�s*.4 . iju' itir fai • .46 `♦�� • • .•"At es ,,r.>rt•"— �' :::'i%ice--=_g • • • • `p • • CREEK PHASE 1��sWATIRR I; id ziP _MOliv - 1 - w 041 I>< 44 GRAPHIC SCALE 0 LEGEND 300 600 1"=300' PROPOSED WATER LINE EXISTING WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT ASSEMBLY PROPOSED GATE VALVE EXISTING GATE VALVE PROPOSED REDUCER VALVE BLOCK E LOT 48X PRIVATE OPEN SPACE FLOODPLAIN EASEMENT OPEN SPACE PREPARED BY: 900 NOTE' ALL WATER LINES SHOWN ARE 8' IN DIAMETER UNLESS OTHERWISE INDICATED. BLOCK RR OPEN SPACE l..Y COW H U L ; CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine Texas 78051 Metro (817) 329-4373 PAGE 1 OF 4 E' \10591 — Copper Creek\Plons\Copper Creek Phase I.pro 10 Jun 2015 WAThR KEY MAP ■ 111 -- -- 11� IP 1 is.�� .alit► _I 1 II Ili COPPER CREEK PHASE IC ' nu mn 11unnunl • EXHIBIT WATER EX1RBEBIll "A" s 6PAPHIC SCALE 1'=300' 300 600 900 LEGEND PROPOSED WATER LINE EXISTING WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT ASSEMBLY PROPOSED GATE VALVE EXISTING GATE VALVE PROPOSED REDUCER VALVE NOTE ALL WATER LINES SHOWN ARE 8' IN DIAMETER UNLESS OTHERWISE INDICATED. PREPARED BY: oOODWIIN1 MAIIRSNL J . L CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Metro (817) 329-4373 PAGE2OF4 E+\I0591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 w D4 COPPER C; TEK PHASE 31 LEGEND PROPOSED WATER LINE EXISTING WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT ASSEMBLY PROPOSED GATE VALVE EXISTING GATE VALVE PROPOSED REDUCER VALVE NOTE: ALL WATER LINES SHOWN ARE 8' IN DIAMETER UNLESS OTHERWISE INDICATED. i ...">?))%cH117Trif vnnn {{iffil+ff� WA1BR KEY MAP Mill { lfl%' ,r, to as Stara giumanted ion i_ C► :I• -a.: =:out ..m�n�.9 it eri .� VII1 I• d h, •eon una ears WO"p .emn if it=+.:: ii.: /% ../ . . 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A I Inn COPPER CREEK PHASE IS Os • so • 9't ,t•3 is l tt ens eianw am tta • :%p• • �M::.i: -e_ =- NM r. .�24 Fr - MEMO III MI la • • • • Vie\ • • • At • Sot ga •4 • • • .iilritnxr niiirir1 WATER �7titlrfC IT "A" vo Q9s, F <esF w 0 s GRAPHIC SCALE 300 600 1"=300' LEGEND PROPOSED WATER LINE EXISTING WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT ASSEMBLY PROPOSED GATE VALVE EXISTING GATE VALVE PROPOSED REDUCER VALVE PREPARED BY: 900 NOTE' ALL WATER LINES SHOWN ARE 8' IN DIAMETER UNLESS OTHERWISE INDICATED. GOOD j\/tiA SHALL 8 CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Metro (817) 329-4373 PAGE 4 OF 4 E ; \ 10591 - Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 Q 0 NOTE: ALL SANITARY SEWER LINES SHOWN ARE 8' IN DIAMETER UNLESS OTHERWISE INDICATED. r, LEGEND COPPER C SSE 490 � D- 1X '�YF AMENITY CENTER PRIVATE OPEN SPACE BLOCK L "�1?Q '0 A PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE SEWER KEY MAP =• ea a e'=:u.,_ l� wp'I 1 till irrl .-- 1 II.. i % f�� ib • 11/ at `,.- at -:. A i \O�i l i tt ♦ ♦ • • �inuuumu niu .`•- • yInni • =, •• ♦♦♦ ♦♦♦• • • on p N. . II • • • to • •.,• ♦o♦�y��p ::4r�% ;• ;aim n in mawam Flu I I...i Miiiiiiiii,iieii on � 01T7i i IT1) ri 1 ntiTii ■r SEWER 1G/il1C7UUCull ll r p my " EK s cc` GRAPHIC SCALE OPEN SPACE LOT 74X PRIVATE OPEN SPACE FLOOOPLAIN EASEMENT EX 21' S.S. PREPARED BY: o OODV fl q AIRS ltA LIL = CML ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine Texas 78051 Metro (817) 329-4373 1'=300' PAGE 1 OF 3 E:\10591— Copper Creek\Plans\Copper Creek Phase I . pro 10 Jun 2015 COPPER C PHASE NOTE ALL SANITARY SEWER LINES SHOWN ARE 8IN DIAMETER UNLESS OTHERWISE INDICATED. r • LEGEND PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE SEWER KEY MAP m► a mom Qtq AO Maim WWII a £IIOItnp1 O 11 .- THnit 11111 Hill ♦jam\Inlilllil► I�'�� `I0P I ♦ 01 • sor•\ t' i% i4i` �t • I • • nn Tee 11 Oc.imc _:' i1 _ "am' e 1 11r�4♦� ,,gyp ♦t t,J:;•4j �t kb -= s 116.111IS, „1, -- • • p• •• • - 4 • • ?•£ �►lotr�. • • • • 41 :0 .:; _w _ 11 lltit nn lr rnrl l I �T SEWN R EK \VG 0:1) s GRAPHIC SCALE s,13 F \r— EX 21' S.S. PREPARED BY: G OODW1t MM SH,L a CIVIL ENGINEERS - PLANNERS - SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 1'=300' PAGE 2 OF 3 E:\10591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 NOTE ALL SANITARY SEWER LINES SHOWN ARE 8' IN DIAMETER UNLESS OTHERWISE INDICATED. r♦ LEGEND PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE SEWER KEY MAP E x- air► all • _ it it iill ii lop ..kiS i _i�Uu11 11111 11111 1„.zikib., alumnus pl► O4 4gn 1 1/ 1►•�♦,'. • % ... 41 it ttttt ,♦�J':O." • lok • • I arms % ,`i Ai O�+ #' •• ♦J♦O♦4 S. ♦SS • \♦ • dre I 1• Itaat eta, e ti {.,�. ►• Iftttttt tate 1i 01 • ES • cools it Iinnllnnnul 441 • • • • COPPER C PHASE SEWER lllllf]7ll 11 v A:111 1 EC GRAPHIC SCALE PREPARED BY: GvL/ODWII i MARSHAL L, CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang DrWe, Grapevine, Texas 78051 Metro (317j 329-0373 I•=300' PAGE 3 OF 3 E 1 \10591 - Copper Creek\Plons\Copper Creek Phase I.pro 10 Jun 2015 u Q 0 4' w IDEWALK 1X "WE AMENITY AMENITY CENTER PRIVATE OPEN SPACE CO BLOCK L '►��0.�. 4 STREETS KEY MAP 1111 11111 I ire' IIHI(Ill ,1„1 1 11111 .,III., =.11111111111 TOW • .;• 111u, ///i • ••.% ,vim P .me I Ie L0 0 0 0 E 0 0 O 0 0 ❑000CI000000 LEGEND PROPOSED 29 ' B-B ROADWAY w/ 50' R.O.W. 6CONCRETE PAVING PROPOSED 37 ' B-B ROADWAY w/ 60' R O.W. 8' CONCRETE PAVING D PROPOSED VARIABLE WIDTH B-B ROADWAY w/ 130' R.O.W. 10' CONCRETE PAVING 1 1 1 1 1 1 1 1 11 III 4' SIDEWALK BY HOMEBUILDER F SIDEWALK PER THIS CONTRACT PER C PHASE it STREETS 1KX I I11 I ET n 11 4' SIDEWALK GRAPHIC SCALE 300 BLOCK E LOT 48X PRIVATE OPEN SPACE FLOODPLAIN EASEMENT OPEN SPACE 10 SIDEWALK PREPARED BY: 600 BLOCK RR OPEN SPACE GOODWI` I Mi ARSHA L g CIVIL ENGINEERS — PLANNERS — SURVEYORS 2406 Mustang Drive, Grapevine, Texas 78051 Metro (817) 325-4373 i"=300' 900 EX PAVEMENT PAGE 1 OF 3 E: \ 10591 — Copper Creek\Pions\Copper Creek Phase I .pro 10 Jun 2015 COP DER C PHASE STREETS KEY MAP ort o� illpllpl ❑1111111(LIiIUTIIII ❑ 0 0 0 0 0 0 0 0 00 00000000000 10' SIDEWALK POO 000 COD bon 0000 0000000 000000 000000 00000 000000 0000000 0000 000 v000 000 o CO ODD DOD 000 D o 000 ODD 000 000 000 0000 00000 001.000 000 000 00 CO 000 LEGEND PROPOSED 29'B-B ROADWAY w/ 50' R O.W. 6CONCRETE PAVING PROPOSED 37' B-B ROADWAY w/60'R O.W. 8' CONCRETE PAVING PROPOSED VARIABLE WIDTH B-B ROADWAY w/ 130' R .O . W 10' CONCRETE PAVING I I I I I I I I I I I I I 4' SIDEWALK BY HOMEBUILDER SIDEWALK PER THIS CONTRACT `'41 I1I11*) TS rr 0 COO CO 000 000 OOP 000 130 1100 00 OOP 00 COO 00 000 DO oat no ono non 000 000 IRK 10' SIDEWALK ett s GRAPHIC SCALE /EX PAVEMENT EX 4' SIDEWALK 01-1 PREPARED BY: GOODWIN MARSHA L CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Metro (817) 329-4373 1'=300' PAGE2OF3 E : \ I0591 — Copper Creek\Plans\Copper Creek Phase I .pro 10 Jun 2015 COPPER CREEK PHASE STREETS KEY MAP Ill 111111 WOO der :5� .i.: e .. ��aaft Carr VI111111uui111 11i r Ill iti 111 rliiifffi fi, 00000000000 ❑ 0 0 0 0 0 0 0 0 0❑ I I 1 I I 1 I I 1 I 0000 0000 0000 0000 000 0000000 000000 DOOD 00000 000000 00000000 00 0000 noon OD 00 0000 000 0000 01700 DODD 000 DODD ODE! 000 00000 °s 0 r° 0000 0000 000 0000 0000 0000 000 o`D0000000 LEGEND PROPOSED 29 ' B-B ROADWAY w/ 50' R.O.W. 6CONCRETE PAVING PROPOSED 37'B-B ROADWAY w/ 60' R O . W 8' CONCRETE PAVING PROPOSED VARIABLE WIDTH B-B ROADWAY w/ 130' R .0 . W 10' CONCRETE PAVING I 11 4 ' SIDEWALK BY HOMEBUILDER SIDEWALK PER THIS CONTRACT STREETS l XTHI rhmm n 11 GRAPHIC SCALE 0 4' SIDEWALK PREPARED BY: 300 n m 600 4' SIDEWALK GOODWIN! MA SHALL CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Metro (817) 329-4373 i'=300' 900 PAGE 3OF3 E + \ 10591 — Copper Creek\Plans\Copper Creek Phase I .pro 10 Jun 2015 Q COFFER CREEK 000 1X AMENITY CENTER / ,Q PRIVATE OPEN SPACE Y A BLOCK L O q ziks 10' INLETS 15' INLET STORM DRAIN KEYMAP CAW %mat " I11_p111hp I ,:::e�� 1 �„�,'�'i�.umn �I .; 4 1111 Otis •y trod, nnnp� 1 .III' i_ i .• tttttt (=K • 3. • .d • • • • • get 411 • • • • • Alani tttttt i .O •�! s so psi,.f. • gee=_ --111 --J--. 1 la1-intil [Tali [1lnnun[1 LEGEND PROPOSED STORM DRAIN LINE PROPOSED STORM DRAIN INLET ) f PROPOSED STORM DRAIN HEADWALL PHASE STORM DRAIN Dainrr 10 INLET 0 GRAPHIC SCALE 300 600 i' =300' NOTE: ALL STORM DRAIN LATERALS SHOWN ARE 21' IN DIAMETER UNLESS OTHERWISE INDICATED. BLOCK E LOT 48X PRIVATE OPEN SPACE FLOODPLAIN EASEMENT 10' INLETS 42 R P 11 160 ' SPAN BRIDGE PREPARED BY: 10' INLETS BLOCK RR OPEN SPACE clo Nye' (C OOIDWIN2 MARSHALL CIVIL ENGINEERS - PLANNERS - SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Metro (817) 3294373 900 PAGE 1 OF 3 E:\10591- Copper Creek\Plans\Copper Creek Phase 1.pro 10 Jun 2015 STORM DRAIN KEY MAP It BE an .Iin• C11U p %II/IIOII►1 i • 1 /n/11bii /i ow. 111III N ben itt ttttN4 itttl‘t 1 1 1111►/111I► se C Ii Nt I ,nI • ♦� 111„o per ♦•i i 4 r• /al -_ _..— -- I —• li • • rTnnT11ntin nnfiu(' LEGEND PROPOSED STORM PROPOSED STORM PROPOSED STORM ` ;;1 n i COP 10' INLETS 24 R.C.P. 10' INLETS 27 R.C.P. DRAIN LINE DRAIN INLET s DERC I PHASE It � STORM DRAIN EXIRUDBIll 1 i ®1" DRAIN HEADWALL EEC 3 GRAPHIC SCALE 300 600 NOTE' ALL STORM DRAIN LATERALS SHOWN ARE 21' IN DIAMETER UNLESS OTHERWISE INDICATED. PREPARED BY: o GODWIN MARSHALIL s CML ENGINEERS — PLANNERS — SUIVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 30 R.C.P. 15' INLET E PAGE 2 OF 3 \ 10591 — Copper Creek\Plans\Copper Creek Phose I .pro 10 Jun 2015 COPPER C PHASE STORM DRAIN KEY MAP I I I I FUTURE 10' INLETS FUTURE 24'R.C.P: 24 R.C.P. 10 INLETS LEGEND PROPOSED STORM PROPOSED STORM PROPOSED STORM 10 INLETS 10 INLETS DRAIN LINE DRAIN INLET DRAIN HEADWALL 1S��7� �Tf�1RM DRAN Etillllt 3 ° } 1"i= 10' TS 0 GRAPHIC SCALE 300 1'=300' 600 NOTEi ALL STORM DRAIN LATERALS SHOWN ARE 21' IN DIAMETER UNLESS OTHERWISE INDICATED. 10' INLETS 900 EX 36" R.C.P. 7-BARRELL 12 k10 R.C.B. 8 k8 R.C.B. 10 ' INLETS 48 R.C.P. PREPARED BY: G OODWIN! �BS�1HIA1[.L CML ENGINEERS - PLANNERS - SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 3294373 E PAGE 3 OF 3 \10591 — Copper Creek\Plans\Copper Creek Phase I.pro 10 Jun 2015 Q CD 1X `v'F AMENITY CENTER PRIVATE OPEN SPACE ,o BLOCK L STREET LIGHTS KEY MAP CUUB :.munlu 11111 O- ..t►a= i • 1 i ut t1►' oat, , 1111/,ie11 4.1 • 011, lass xn•-• -- ---MR moo 1 Itt N. PA IIIIITit it t It 111111111/ •�No: SLI•. • • • 1. . .J .:.t.e. • .• • • 0 ",am ;;j• :i. LEGEND PVC Conduit Transformer on PAD Pole Assembly IOOw HPS Dual Light Standard Hand Hole CoFW Ground Box P?ER C .PHASE STREET LIGHTS EX!HI I ll "C" d; IK BLOCK E LOT 48X PRIVATE OPEN SPACE FLOODPLAIN EASEMENT OPEN SPACE i PREPARED BY: GRAPHIC SCALE � 300 1'=300' 600 900 BLOCK RR OPEN SPACE \ARRSHALI[. g CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Mehra (817) 329-4373 PAGE 1 OF 3 E: \ I0591 - Copper Creek\Plons\Copper Creek Phase I .pro 10 Jun 2015 STREET LIGHTS KEY MAP COPPER CREEK PHASE 1 =1 lifnilrniiiinnnnnir Win 1 LEGEND PVC Conduit Transformer on PAD Pole Assembly /OOw HPS Dual Light Standard Hand Hole CoFW Ground Box S TREET�jLIGHTS trb Not s GRAPHIC SCALE 300 PREPARED BY: (C OODWIN= MARSHALL OWL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 75051 Metro (817) 329-4373 600 1'=300' 900 PAGE 2 OF 3 E : \ 10591 - Copper Creek\Plans\Copper Creek Phase I . pro 10 Jun 2015 STREET LIGHTS KEY MAP - et. 4110l _ %1C C11gC 111111llll •, / Ills jj1 it p WO • • • i I IIflt Illll lilt 4 lIC 0010, al:1ea oil , ►1laaaunnl 0'O 0 m 1 �`♦• • . to 't I • • • • '4 1 11mrl mn CO LEGEND PVC Conduit Transformer on PAD Pole Assembly I00w HPS Dual Light Standard Hand Hole CoFW Ground Box FPEN c PHASE STREET LIGHTS EXHIBIT r Iron GRAPHIC SCALE PREPARED BY: GOODWINT$ CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Metro (817) 329"4373 1"=300' PAGE 3 OF 3 E: \ 10591 — Copper Creek\Plans\Copper Creek Phase I .pro 10 Jun 2015 c PHASE STREET LIGHTS EXHIBIT r Iron GRAPHIC SCALE PREPARED BY: GOODWINT$ CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 78051 Metro (817) 329"4373 1"=300' PAGE 3 OF 3 E: \ 10591 — Copper Creek\Plans\Copper Creek Phase I .pro 10 Jun 2015 CO Q 1X * AMENITY CENTER PRIVATE OPEN SPACE AI BLOCK L yr kA k STREET SIGNS KEYMAP 11 11 LEGEND STREET NAME SIGN PPER C PHASE D J STREET SIGNS EXHIBIT "C 1" EK BLOCK E LOT 48X PRIVATE OPEN SPACE FLOODPLAIN EASEMENT OPEN SPACE PREPARED BY: GRAPHIC SCALE 300 600 BLOCK RR OPEN SPACE GMani t CML ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (617) 329-4373 1'=300' 900 PAGE 1 OF 3 E ; \ 10591 — Copper Creek\Plons\Copper Creek Phase I .pro 10 Jun 2015 CO STREET SIGNS KEY MAP 11111 11111111 111111 11111 41Pn11e11R► 4. E Et trill �t111111 r11ii, , IFrIIR11Ti 11111111 i m r, LEGEND STREET NAME SIGN D Pia C K PHASE JI SST EET�SIGNS EXHlm 11+v �yI(111 trb Nat s GRAPHIC SCALE 1'=300' 0 300 600 900 1 PREPARED BY: GOODWI N ARSNLMJL CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Ddve, Grapevine, Terns 78051 Metro (817) 329-4373 PAGE2OF3 Et \ 10591 — Copper Creek\Plans\Copper Creek Phase I .pro 10 Jun 2015 STREET SIGNS KEY MAP U uuul lilil IU -111111 111111 goitimuns • • n nT�ii 1f fnnunnfd LEGEND STREET NAME SIGN COFFER C PHASE STREET SIGNS IEXEMEI1LT ' C==1" EK GRAPHIC SCALE 300 PREPARED BY: GOOIDWIN4 MARSHAL L a CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine Teas 76051 Metro (817) 329 4373 600 1"=300• 900 PAGE 3 OF 3 E 1 \ 10591 — Copper Creek\Plans\Copper Creek Phase I . pro 10 Jun 2015 181739288941 09/29/15 08:55 Pg 1 of 1 Pi EA SERVING THE DFW METROPLEX " eal ow or 'ave ater!" eal Coating rack Filling aw Cut Patching Pot Hole Repair Remove & Replace New Asphalt verlays triping BANKS - CHURCHES - ROAD WORK - SHOPPING MALLS TRAILER PARKS - PLAYGROUNDS - RESIDENTIAL DRIVEWAYS - SCHOOLS - APARTMENTS - HOTELS All Work Guaranteed — Fast Service — Free Estimates ACT NOW - SAVE BIG! BOOK • OF SERVICES BY OCT 9TH FOR $500 DISCOUNT If you have received this in error, call 855-595.3761. RE: Item No. Copper Creek Phase 1 Quantity Unit 1 17,644 L.F. 2 1,689 L.F. 3 64 Ea. 4 3 Ea. 5 18 Ea. u 6 277 Ea. ✓ 7 4 Ea. 8 55 L.F. 9 55 L.F. 10 5 Ton 11 1 Ea. 12 1 Ea. 13 17,644 L.F. 14 17,644 L.F. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 Addendums 1-2 & 3 received Description Water Improvements 8" Water Line 10" Water Line 8" Gate Valve & Vaive Box 10" Gate Valve & Valve Box Unit Price 1 $ 24.25 $ $ 31.70 $ $ 1,240.00 $ $ 1,850.00 $ Std. Fire Hydrant Assembly w/6" Gate VaNe & $ 3,635.00 $ 1" Water Services $ 1,050.00 $ 1 '%" Water Services $ 1,470.00 $ 10" Water Line Bore $ 320.00 $ 18" Steel Casing Pipe $ 78.00 $ C.I.R.T. Fittings $ 1,000.00 $ Connect to Existing 8" W.L. Stub -Out $ 1,000.00 $ 16"x10" Tapping Sleeve & Valve $ 8,000.00 $ Trench Safety $ 0.10 $ Water Test $ 0.50 $ Off Site Water Improvements I 87 LF 8" Water Line $ 26.00 $ 1,574 LF 10"Water Line $ 33.25 $ 5 EA 8"Gate Valve & Box $ 1,240.00 $ 251 LF 10"Water Line Bore $ 350.00 $ 251 LF 18"Steel Casing $ 80.00 $ 2 TN CIRT Fittings $ 1,000.00 $ 1 EA Connect to Ex.8"WL Stub, Out $ 1,000.00 $ 1,661 LF Trench Safety $ 0.10 $ 1,661 LF Water Test $ 0.50 $ I$ 13,844 L.F. 149 L.F. 2 Ea. 53 Ea. 1 Ea. 128 V.F. 560 L.F. 309 Ea. 13,844 L.F. 13,844 L.F. 1 8" SDR-26 PVC $ Concrete Encasement $ Core Into Existing S.S.M.H. w/ 8" S.S. $ Std. 4' Dia. S.S.M.H. $ Construct Std. 4' Dia. S.S.M.H. on Ex. 21" S.S. $ Extra Depth 4' Dia. S.S.M.H. $ Cement Stabilized Backfill $ SDR-26 Sewer Services $ Trench Safety re)$ TV & Test Sanitary Sewer Line 2MMtV 1 $ Sanitary Sewer I$ 27.00 $ 30.00 $ 1,500.00 $ 2,500.00 $ 4,500.00 $ 150.00 $ 20.00 $ 575.00 $ 0.10 $ 1.00 $ $ Extension 427,867.00 53,541.30 79,360.00 5,550.00 65,430.00 290,850.00 5,880.00 17,600.00 4,290.00 5,400.00 1,000.00 8,000.00 1,764.40 8,822.00 975,354.70' 2,262.00 52,335.50 6,200.00 87,850.00 20,080.00 2,000.00 1,000.00 166.10 830.50 172,724.10 I 373,788.00 4,470.00 3,000.00 132,500.00 4,500.00 19,200.00 11,200.00 177,675.00 1,384.40 13,844.00 741,561.40 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 46 Ea. 5 Ea. 2 Ea. 1 Ea. 1 Ea. 2 Ea. 1 Ea. 1 Ea. 1 Ea. 1,467 L.F. 1,580 L.F. 1,062 L.F. 1,550 L.F. 884 L.F. 118 L.F. 286 L.F. 328 L.F. 1,318 S.Y. 1 Ea. 1 Ea. 1 Ea. 34 L.F. 1 L.S. 1 LS 1 LS 104 L.F. 9 Ea. 3 Ea. 2 Ea. 9,397 S.Y. 10,072 S.Y. 181 Ton 16,350 S.Y. 17,320 S.Y. 312 Ton 37,810 S.Y. 40,115 S.Y. 602 Ton 112 LF 80 Ea. 2,173 L.F. 3,430 L.F. 54 L.F. 572 L.F. 1 L.S. 1 L.S. 572 L.F. 1 1 Storm Sewer 10' Depressed Curb Inlet 15' Depressed Curb Inlet 20' Depressed Curb Inlet 24" Sloped End Headwall 27" Sloped End Headwall 36" Sloped End Headwall 42" Sloped End Headwall 48" Sloped End Headwall Double 30"/36" Sloped End Headwall 21" Class III R.C.P. 24" Class III R.C.P. 27" Class III R.C.P. 30" Class III R.C.P. 36" Class 111 R.C.P. 39" Class III R.C.P. 42" Class III R.C.P. 48" Class III R.C.P. Flexamat End & Plug 24" Connect to Existing 36" Remove 36" Headwall Remove 36" R.C.P. Box Culvert WingWalls/Headwalls/Railing 4"Ledge on Box Culverts for future Facade Stamp and Stain Box culvert 7 Barrel 12' x 10' and 1 Barrel 8'x8' Box 4' x 4' S.D.M.H. 5' x 5' S.D.M.H. 5 Sided S.D.M.H. Paving Improvements 10" Concrete Pavement 8" Lime Treated Subgrade (Heritage Trace Lime at 361bs/S.Y. (Heritage Trace Parkway) 8" Concrete Pavement 8" Lime Treated Subgrade (Collector Road) Lime at 361bs/S.Y. (Collector Road) 6" Concrete Pavement 6" Lime Treated Subgrade Lime at 301bs/S.Y. (Residential) Saw Cut Ex. Asphalt Pavement Barrier Free Ramps 4' Concrete Sidewalk 10' Concrete Sidewalk Connect to Existing Concrete Header Concrete Header Pavement Marking Traffic Control End of Road Barricades 3,000.00 $ 3,400.00 $ 4,100.00 $ 1,500.00 $ 1,900.00 $ 3,400.00 $ 4,625.00 $ 5,150.00 $ 6,825.00 $ 52.00 $ 58.00 $ 65.00 $ 74.00 $ 96.00 $ 118.00 $ 133.00 $ 170.00 $ 7.00 $ 225.00 $ 500.00 $ 1,000.00 $ 25.00 $ 500,000.00 $ 7,500.00 $ 50,000.00 $ 5,100.00 $ 3,665.00 $ 6,400.00 $ 10,000.00 $ '$ 43.00 $ 2.50 $ 170.00 $ 34.00 $ 2.50 $ 165.00 $ 27.00 $ 2.00 $ 165.00 $ 6.00 $ 1,100.00 $ 14.00 $ 32.00 $ 16.00 $ 10.00 $ 5,500.00 $ 71.00 $ i$ 138, 000.00 17,000.00 8,200.00 1,500.00 1,900.00 6,800,00 4,625.00 5,150.00 6,825.00 76,284.00 91,640.00 69,030.00 114,700.00 84,864.00 13,924.00 38,038.00 55,760.00 9,226.00 225.00 500.00 1,000.00 850.00 500,000.00 7,500.00 50,000.00 530,400.00 32,985.00 19,200.00 20,000.00 1,906,126.00 I 404,071.00 25,180.00 30,821.00 555,900.00 43,300.00 51,447.00 1,020,870.00 80,230.00 99,280.50 672.00 88,000.00 30,422.00 109,760.00 864.00 5,720.00 5,500.00 40,612.00 2,592,649.50 1 2 3 4 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 LS 1 LF 1 LF 1 LF 70 EA 7EA 9,117 LF 70 EA 7EA 22,668 LF 1,562 LF 1EA 1,560 LF 1 LS 80 LF 280 LF 52 CY 11 CY 20 CY 87CY 7,360 SF 954 LF 2,222 SF 178 LF 356 LF 30 CY 84 LF 720 LF TOTAL QUOTE: Miscellaneous Payment/Performance Bonds 2" Sch 40 Sleeves 4" Sch 40 Sleeves 6" Sch 40 Sleeves Street Lights Single LED LTG Fixt-ATBO-30BLED-E70 Single LED LTG Fixt - ATB2-60BLED-E70 2" Sch. 40 pvc conduit ( Trench ) RDWY ILLUM Foundation - Type 1 RDWY ILLUM Foundation - Type 3 #6 XHHW Alum Electric Conductor #2/2124 Quadplex Alum Elec Conductor Electric Service Pedestal - CoFW STD. ( if 3" Sch. 80 pvc conduit & pull box 1 Bonds Drilled Shafts 24" Drilled Shafts 36" CL. C Conc. Abutment CL. C Conc Bent Columns (36" ) CL. C Conc Bents CL. S Conc Approach Slab Reinf Conc Slab Prestr Conc Graders TY TX34 CL. S Conc Sidewalk ( Bridge & Appro slab ) CL. S Conc Curb ( Bridge & Appro slab ) Rail TY T221 RipRap Concrete 5" Sealed Expansion Joint SEJ-A 3" pvc Conduits Bridge Items 85,800.00 15.00 20.00 25.00 2,100.00 3,050.00 5.95 900.00 1,050.00 1.25 2.95 5,500.00 9.95 8,860.00 108.00 210.00 955.00 955.00 955.00 490.00 19.60 140.00 9.30 25.75 185.00 495.00 88.00 12.50 85,800.00 15.00 20.00 25.00 85,860.00 1 147,000.00 21,350.00 54,246.15 63,000.00 7,350.00 28,335.00 4,607.90 5,500.00 15,522.00 346,911.05 1 8,860.00 8,640.00 58,800.00 49,660.00 10,027.50 19,004.50 42,385.00 144,256.00 133, 560.00 20,664.60 4,583.50 65,860.00 14,850.00 7,392.00 9,000.00 597,543.10 1 7,418,729.85 I