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HomeMy WebLinkAboutContract 46876 Developer and Project Information Cover Sheet: Developer Company Name: Forestar(USA)Real Estate Group, Inc. Address, State, Zip Code: 14755 Preston Rd Suite 710 Dallas TX 75254 Phone: 972-341-2924 E-Mail: DarrelAmen@forestargroup.com Authorized Signatory/Title : Tom Burleson/Executive Vice President Project Name and Brief Description: Bar C Ranch Ph 4B Project Location: Northeast of Intersection of Wagley Robertson and East Bailey Boswell Rd. Plat Case No.: FP-14-049 Plat Name: Bar C Ranch Mapsco: 34-E Council District: 7 City Project No: 02408 CFA: 2015-046 DOE: 7360 To be complete staff.• Received by: A4_�IfflDate: OFFICIAL(RECORD CITY SECRETARY i FT.WORTH,TX } 101, cv COMMUNITY FACILITIES AGREEMENT X21 05 a", � gfATE OF TiXAS § City Secretary BOUNTY OF TARRANT § Contract No. 4Vaq 6 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 Bar C Ranch Ph. 4 ("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 acceptance process requires the Developer's contractor(s) to s 10#1=L RECORD 2 CITY SECRETARY 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) X_, Street Lights & Signs (C) X E. The Developer shall award all contracts for the construction of the Improvements in accordance with Section 11, 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. 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 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: Bar C Ranch Ph. 4 CFA No.:2015-046 DOE No.:7360 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 $286,569 2.Sewer Construction $201,809.60 Water and Sewer Construction Total $ 488,378.60 B. TPW Construction 1.Street $ 603,299.50 2.Storm Drain $ 316,557.00 3.Street Lights Installed by Developer $ 100,447.00 TPW Construction Cost Total $ 1,020,303.50 Total Construction Cost(excluding the fees): $ 1,508,682.10 Construction Fees: C. Water/Sewer Inspection Fee(2%) $ 9,767.57 D. Water/Sewer Material Testing Fee(2%) $ 9,767.57 Sub-Total for Water Construction Fees $ 19,535.14 E. TPW Inspection Fee(4%) $ 36,794.26 F. TPW Material Testing(2%) $ 18,397.13 G. Street Light Inspsection Cost $ 4,017.88 H. Street Signs Installation Cost $ 1,470.00 Sub-Total for TPW Construction Fees $ 60,679.27 Total Construction Fees: $ 80,214.41 Financial Guarantee Options Choose one Amount Mark ch ice Bond=100% $ 1,508,682.10 $ Completion Agreement=100%/Holds Plat $ 1,508,682.10 Cash Escrow Water/Sanitary Sewer=125% $ 610,473.25 Cash Escrow Paving/Storm Drain=125% $ 1,275,379.38 Letter of Credit=125%w/2yr expiration period $ 1,885,852.63 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 seal of the City affixed, and saApav oper has exec e t s instrument in qu uplicate, at Fort Worth, Texas this day of 1201 CITY OF FORT WORTH-Recommended by: Water Department Transportation& Public Works Department Wendy Chi- abulal, EMBA, P.E. Douglas . Wiersig, P.E. Development Engineering Manager Director Approved as to Form &Legality: Approved by City Manager's Office Q-64#t - 7/i�"- r&4 Douglas W. Black Fernando Costa Assistant City Attorney Assistant City Manager M&C No.-)(/A Date: ATTEST: jar"y —g o-4 S�$ o City SeJ. re $ Off* ATTEST: DEVELOPER: Forestar(USA) Real Estate Group Inc. Signature Signature: (Print)Name: Print Name:Tom Burleson Title:Executive Vice President OFFICIAL RECORD CITY SECRETARY 9 FT.WORTH,TX 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 PLANS FOR THE CONSTRUCTION OF WATER, SEWER, PAVING, STREET LIGHTING, & DRAINAGE IMPROVEMENTS TO SERVE BAR C RANCH, PHASE 4B S WAGLEY ROBERTSON ROAD F SITE LOCATION J (n J Ir O M a M ?IO p,0 a w VICINITY MAP NOT TO SCALE D.O.E. No. 7360 City Project No. 02408 JBI Partners, Inc. 16301 Quorum Drive,Suite 2008 Addison,Texas 75001 Tel:972-248-7676 Fax:972-248-1414 May 13, 2015 - SHEET 1 Case No. FP-014-049 Final Plat THE BAR C RANCH BLOCK 9, LOTS 18-29 AND PRIVATE OPEN SPACE LOT 38X, BLOCK 10, LOTS 6-20, BLOCK 11 , LOTS 8-29 AND PRIVATE OPEN SPACE LOT 37X BLOCK 14, LOTS 19-21 AND 38-40, BLOCK 15, LOTS 1-16, BLOCK 18, LOTS 19-35, AND BLOCK 19, LOTS 12-24, BEING 21.553 ACRES OUT OF THE JOHN WAGLEY SURVEY, ABSTRACT NO. 1597, JAMES P. ALFORD SURVEY, ABSTRACT NO. 53, HENRY ROBERTSON SURVEY, ABSTRACT NO. 1798 AND THE ERASMUS H. ELKINS SURVEY, ABSTRACT NO. 487 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS FORESTAR (USA) REAL ESTATE GROUP INC. OWNER / DEVELOPER 14755 Preston Road, Suite 710 (972)702-8699 Dallas, TX 75254 JBI PARTNERS, INC. SURVEYOR/ENGINEER 16301 Quorum Drive, Suite 200 B (972)248-7676 Addison, Texas 75001 JBI Partners, Inc. 16301 Quorum Drive,Suite 200B Addison,Texas 75001 Tel:972-248-7676 Fax:972-248-1414 May 13, 2015 — SHEET 2 FORESTAR (USA) REAL ¢0 ESTATE GROUP. INC. 10 0~ CONNECT 70 EXISTING DOC. N0. D212079897 20 Z 12'WATER LINE JOE ONNECT TO EXIMO X LtWA7ER 5{ END 3 PLUG "WATER UNE W m 16 END PLUG PROD/ 8'WATER UNE 8"WATER UNE as 5367 11 15 60164015178 15'X10' WATER EASEMENT 19 WATER$ 164-06018 p 5543 a PROP. e" WATER EX. RI N TRAIL II RUNNING WATER TRUL -T-T 20 9 10 11 12 13 14 15 16 ,1.1 38 39 401 41 42 43 44 19 ® CONNECT TO EXI $ 7 3 2 1 I STM II 18 WATER UNE 6 5 4 OE IY 21 20 19 AATEMOJ 0 6 15 17 P164-080164015178 �7PROP. 8"WATER ESA EW L EXIST. 8• WATER 16 EX. MESA VIEW TRAIL I I 15 0 14 G m 19 20 21 2 2 23 24 25 26 29 27 28 30 31 132 133 g3 I 131 � a CONNECT To MSF—lpt 8"WATER UNE 12 18 17 16 15 14 13 12 11 10 9 8 WATER PPRRW 0 5 4 P164-060164015178 I 11 PROP.8•WATER MOUNTAIN AVL EXIST. 8"WATER EX. COLD MOUNTAIN TRAIL II 10 9 19 20 21 ®22 23 2 27 O 28 29 30 I 31 32 133 g 8 24 25 l 7 Or WATER UNE ES7INC O 7 I I 5 I 4 DOE 5 1 13 111 1 8 6 II 6 P265-6071502130&7 E . HIGH �ESAERDRIVE EXIST. 8'WATER STT 8'WATER— �— "� Ir ' EX. HIGH DESERT DRIVE g 11 jII1 IYTI I�� 4 rl IF F@ I -1 -1 �l I T ,—� 20 21 22 23 24 25 26 IIL( I L J 2 X 3 0 _ I 10 11 12 13 14 15 16 17 1a I Q7 � 180 II X 8 7 6 5 4 3 2 1 b 19 17 16 15 14 13 12 11 LEGEND — — — — EX. WATERLINE — —►�— — EX. VALVE _ EX. FIRE HYDRANT SCALE: 1"=150' PROP. WATERLINE WATER —►�— PROP. VALVE EXHIBIT A-1 PROP. FIREPLANS FOR THE CONSTRUCTION OF WATER, JBI Partners, Inc. HYDRANT SEWER, VESTREET NENTS HTING, 16301 Quorum Drive,Suite 2008 TO SERVE Addison,Texas 75001 PROPOSED WATER BAR C RANCH, PHASE 4B Tel:972-248-7676 LINES ARE 8" UNLESS (o•O.E Na 7380) Fax:972-248-1414 OTHERWISE INDICATED. May 13, 2015 — SHEET 3 35 \\ \ \\ 34 33 E E aw w \ o�''caa 32 2 AU 3 \ °o- 31 6�G+ P. /\ a a c 24 30 a v2 CONNECT TO E7aSTING o a r WATER LINE OT c T o DOE 5387 r o 29 WATER PRO o Z / 22 P164-080184015543 $zoo: r coo 6 ga'N<' 28 21 2 27 20 26 ma 19 ' S 9 \ / 25 1Fog 10 / 6 / -\ 24 17 a11 20 / 7 y \ 23 16 I 19 12 22 15 8 I 18 13 21 14 9 ; z< 14 17 /e FORESTAR (USA) REAL ESTATE GROUP, INC. 10 z DOC. NO. D212079897 20 U CONNECT TO EXISTING / END'k PLUG ENO h PLUG 8-WATER LINE w m 16 8"WATER LINE B-WATER UNE DOE 53!87 11 1S 19 WATER PRO/ 15'X10' WATER EASEMENT $ P164-060184015543 PROP. 6- wATER a EX'R INTMR RAIL RUN ING W L 10 11 ^12 13717 15 16 b 38 39 401 41 I 42 143 144 D] LEGEND EX. WATERLINE EX. VALVE _ EX. FIRE HYDRANT SCALE: 1"=150' PROP. WATERLINE WATER ---+� PROP. VALVE EXHIBIT A-2 PLANS FOR THE CONSTRUCTION OF WATER, PROP. FIRE JBI Partners, Inc. �� HYDRANT SEWER. PAVING. STREET dC 16301 Quorum Drive,Suite 2008 TO SERVE Addison,Texas 75001 PROPOSED WATER BAR C RANCH, PHASE 4B Tel:972-248-7676 LINES ARE 8" UNLESS (o-O.E NO. Tom) Fax:972-248-1414 OTHERWISE INDICATED. May 13, 2015 — SHEET 4 I OE 67 SS N0. P174- 174013534 ' 22 15 8 13 14 9 21 8" SSWR 14 FORESTAR (USA) REAL DOE 7076 021301 ESTATE GROUP, INC. DOC. N0. D212079897 20 13 �- w CONNECT TO E)aST. 6"SS I CONNECT TO E70ST.6"SS �m 15 16 DOE 7076 DOE 7076 SSWR PROJ/ SSWR PROJ/ — P275-707130213063 I P275-707130213065 EX. RUNNING WATER TRAIL RUNNING WATER TRAJIL I 8" SSWF OE 5367 SS N 20P1 4-070174-01353A 9 10 11 12 13 14 15 16 I 38 39 401 41 42 43 44 m 8" SSWR 19 ® DOE 7076 S NO. 18 8 7 6 5 4 3 2 1 1 15 21 20 19 18 1 17 1 16 15 17 ESA 4EW TR L 16 EX. MESA VIEW TRAIL CONNECT TO EXIST. 8"55 I CONNECT TO E105T.8"SS 15 DOE 7076 DOE 7075 P275-70713M3053 SSWR 7P275-70713=30533=3053 30 31 32 33 ® 14 c 19 20 21 22 23 24 25 26 ® I 27 ©28 13{ DOE 7076 SS NO. P27!-70713 13083 I 18 17 16 15 14 13 12 11 10 9 8 12 7 6 5 4 � 11 COLD M NTAIN L SEX. COLD MOUNTAIN TRAI 10 CONNECT TO DOST. 6"55 S WR DOE 7076 I CONNECT TO EAST.6'SS DO 4554 S NO. 9 P�PROJ oe3 I �PPRROJ/ P17 7017401 177 19 20 21 O 22 23 2 I IP275-707130213M 30 I 31 132 133 8 24 25SWR - O D 7076 S NO. 7 P275 707130 13083 18 17 16 15 14 13 12 11 1 10 9 8 7 6 5 I 4 6 L JEHIGH �ESERADRIVE _I 'I _j j _ 5 _-- ----`--- T - -- EX. HIGH DESERT DRIVE —— D0— SSWR� ————— — — — —— 8" SSWR 4 I I P275=70713213083 I T D 4554 S N0. C] P1 7 07017 3177 20 21 22 23 24 2526 O 3 41, 10 11 12 13 14 15 16 17 2I I _ O LEGEND PROP. S.S. LINE SCALE: 1"=150' 0 PROP. S.S. MH — t — EXIST. S.S. MH SANITARY SEWER — —— — EXIST. S.S. LINE EXHIBIT B-1 PLANS FOR THE CONSTRUCTION OF WATER, JBI Partners, Inc. SEWER, PAVING, STREET LIGHTING, a� 16301 Quorum Drive,Suite 2008 PROPOSED SANITARY DRAINAGE IMPROVEMENTS Addison,Texas 75001 SEWER LINES ARE 8" In SERVE SDR-26 UNLESS BAR C RANCH, PHASE 4B Tel:972-248-7676 OTHERWISE INDICATED. (D'�NO. 7360) Fax:972-248-1414 May 13, 2015 — SHEET 5 — �/ \ 8' SSWR/ 35 — — — — DOE 5367 SSN / P174-070174013 4 34 P 33 1 CI E- E 'Ef } E o m2 o�a 32 r 3 p / 31 ov wq / u o c 24 �nwv 0 0 w 30 T�9\ti am-5 23 i`o olr v 29 / SS 1 cd z 260E 53 SS N0. =o i, / / 174-07 74013534 p am 0 �aNa 28 / 21 2 �v B 2U+ X07 27 / 275- 130 3083 O 4 26 0� 19 // \ % rQ 5 9 25 1839 10 1- 6 \ 24 17 11 L 7 23 16 S / 12 19 I OE 67 SS NO. P174- 174013534 I 22 15 8 I 13 18 14 9 21 8' SSWR _j 14 17 DOE S Q FORESTAR (USA) REAL -/0 0213130�� � ESTATE GROUP, INC. z�~ DOC. N0. .212079897 20 13 LLL L J CONNECT TO EXIST. B'A CONNECT TO EXIST. 8'SS �m 15 16 DOE 7076 DOE 7076 SSWR PRO, SSWR PROD P275-707130213D83 I P275-7.7130213083 EX. RUNNING WATER TRAIL — /— RUNNING WA TER TR L I s' ss OE 536 SS N 20 I G P1 4-0701 401353 9 10 11 12 13 14 15 16 W 38 39 40I 41 42 43 44 M 8' SSWR 9 ® DOE 7076 S3 NO. v 18 8 76 5 4 3 2 1 I 21 20 19I 18 i 17 I 16 I 15 I LEGEND PROP. S.S. LINE SCALE: 1"=150' —9 PROP. S.S. MH --�- - EXIST. S.S. MH SANITARY SEWER — — — — EXIST. S.S. LINE EXHIBIT B-2 PLANS FOR THE CONSTRUCTION OF WATER, JBI Partners, Inc. SEWER, PAVING, STREET LIGHTING, do 16301 Quorum Drive,Suite 200B PROPOSED SANITARY DRAINAGE IMPROVEMENTS TO SERVE Addison,Texas 75001 SEWER LINES ARE 8" BAR C RANCH, PHASE Q Tel:972-248-7676 SDR-26 UNLESS (D.O.E NO. 7360) Fax:972-248-1414 OTHERWISE INDICATED. May 13, 2015 - SHEET 6 EX. RUNNING WATER RUNNING WATER TRAJIL 20 � 9 10 11 12 13 14 15 16 m 38 39 401 41 42 43 19 18 3 2 1 6 0 8 7 6 5 4 21 20 19 18 17 16 ~ 17 AVEMENJ TO BE �EMOVED m ESA 14EW TR L 0 16 EX. MESA VIEW T r w J 3 15 'CONSTF UCT APF ROX 18 SY 4' x19 20 21 22 23 24 25 26 CONCR TE SID ALK 9 30 31 132 w ® 14w o ® 27 28 13{M 18 SY S 3 CONCR SID ALK 12 t tr 18 17 16 15 14 13 12 11 8 7 6 5 AVEMEN TO BE EMOVED 11 MOUNTAIN AIL EX. COLD MOUNTAI 10 CONSTR JCT APP WX 18 SY F V eev 9 22 CONCRE rE SIDEIALK 30 19 20 21 31 32 O 23 2 27 O 28 29 8 O 24 25 - 7 18 1716 15 14 13 12 11 10 9 B 7 6 I 5 6 LHIGH ESER DRIVE _I EX. HIGH DESERT "..i � ictsat�a aYatty �n �p m�myllp tl'v aN�[w K ppm L�fadd CONCRETE STREET SECTION 321212-06W •� ••� r aLYa9i aOYaai �wfLL R � RESIDENTIAL CONCRETE STREET SECTION(L) .upn_La L'�i 2213 i3-DW2 .�. A=tea LEGEND �..L SIDEWALK TO BE CONSTRUCTED SCALE: 1'=150' BY DEVELOPER ® PROP. 60' ROW PAVING PAVEMENT SECTION EXHIBIT C-1 PROP. 50' ROW PLANS FOR TSL CONSTRUCTION OF WATER, JBI Partners, Inc. PAVEMENT SECTION SEWER, PAVING, STREET LIGHTING, do 16301 Quorum Drive,Suite 200B PROP. TYPE R-1 RESIDENTIAL DRAINAGE WROVS30NT3 TO SER Addison,Texas 75001 BARRIER FREE RAMP TO BES Tel:972-248-7676 CONSTRUCTED BY DEVELOPER BAR C RANCH, PHASE 4B (D.O.E NO. 7360) Fax:972-248-1414 ® PAVEMENT TO BE REMOVED May 13, 2015 — SHEET 7 Ear } ° 32 In / Z616.a 0 31 Ff ,ae i W 24 �O oDD 0 oc2 30 aav c 23 0 O LLaL o 29 1 6 Z / 22 mZ O A T 60IC gaNC. Q 28 21 2 3 27 20 0 a 4 26 0 19 / 5 25 C`3 1109 6 24 17 11 7 � 23 16 12 22 15 8 13 14 9 21 J 14 FORESTAR (USA) REAL ESTATE GROUP, INC. 10 DOC. N0. D212079897 20 13 � LJ J 11 15 19 50'RO 10.5'PARI(1YAY 29'P'ADWAY 10.5'PAENWAY 9.3' TAMPED TOPSOIL PER B'REINF'OR ) TAMPED TOPSOIL PFR SECDON 32 91 1H1 CONCRETE SECTION 32 91 19 _ STANDARD CURB V EHT P i PER 32 13 1}-0525 PA JP PER FT.X) gCOOH 3z 13 13 41 117(RAIL) (a.Ia Mg TW. SIAr• OAA ( W WN) STANDAR) SIDEWALK PEA SECTION»13 m LdFOfNDMA., �A i7 ER COIPACTED CONSIRUCAMI JOINT ACCEPTABLEO tY P�32 13 13-D511 PROPOSED 6'UM E STARUZED COIPACTED NATIVE BACKFILL µBARS O.C9.W. SUBMADE W JD LAS/SY PER CE ACPTABLE PER SECTION SECTMI 32 11 2B NATIVE BACKFILL 31 24 DO PER SECTION T 21 DO LIQ RESIDENTIAL CONCRETE 1. 6mEWwE RAPE WALL BE W PER STREET SECTION(L) mFOHERWSEBY 7W� mL. EHr+°� SOL S= 32 13 13-DS02 a �t a SOO.NO RRRBATE LWW.ROR VEQTArw 001ER O ATTAED.PER LEIDAN AID Pwwy"M OUR AL MOLES (SEE DEER NA L 2AB) LEGEND SIDEWALK TO BE CONSTRUCTED SCALE: 1"=150' BY DEVELOPER PROP. 60' ROW PAVING PAVEMENT SECTION EXHIBIT C-2 PROP. 50' ROW PLANS FOR THE CONSTRUCTION OF WATER, JBI Partners, Inc. PAVEMENT SECTION SEVER, PAVING, STREET LIGHTING, & 16301 Quorum Drive,Suite 200B PROP. TYPE R-1 RESIDENTIAL DRAINAGE WROVEI[ENTS Addison,Texas 75001 BARRIER FREE RAMP TO BE TO SERVE BAR C RANCH, PHASE 4B Tel:972-248-7676 CONSTRUCTED BY DEVELOPER (D.O.E NO. 7360) Fax:972-248-1414 ® PAVEMENT TO BE REMOVED May 13, 2015 — SHEET 8 27 20 }. e O 4 26 19 5 25 1�39 6 24 17 11 7 23 16 12 22 15 8 13 60' WIDTH DRAINAGE EASEMENT 14 9 21 J z Q 14 FORESTAR (USA) EAL o ESTATE GROUP, NC. 7�1 10 z DOC. N0. D212079897 60' WE DRAIIPfCGE 24"RCP 13 — �/ / EASEM LX / 21"RCP 11 m15 —` 6'x4' RCB 115 S OF ROCKS 12 RIPRA j� 15'CURB INLET 21.RCP 21" RCP TEX. RUNNING WATER 5 x4 RCB z1' RCP RUN ITRUL 1s CP CURB IN 8'x4' 21" 21' 24"RCP 1 RCP 1" RCP 20' RB IN 20 9 20'CUR IN 10 11 12 �ATER 14 15 16 W 38 39 40 I 41 42 43 20'CU B INLET ® 1 CURB 1 20' RB INLET m 19 U_ 18 3 2 1 z0 8 7 g 5 4 21 20 19 18 17 16 co ~ 17 Lm m ESA EW TR L 0 r 16 EX. MESA VIEW w 0 (� Q 15 24"RCP w ® 14 0 19 20 21 �22 23 24 25 26 U 29 30 31 32 27 ©28 ` 13 x 1 � 12 18 17 16 15 14 13 12, X11 10 9 8 7 6 5 5'CURB I LET 4111*11 MOUNTAIN IL 21• RCP---o EX. COLD MOUNTA 10 1W CURB I LET ICONNECT TO 9 19 20 21 O22 23E�T4N5G3 0 - RCP 2 I 27 O 28 29 30 31 32 8 24 25 O 42"RCP � I I LEGEND SCALE: 1"=150' 10' CURB INLET STORM DRAIN (UNLESS OTHERWISE INDICATED) EXHIBIT D STORM SEWER MANHOLE PLANS FOR THE CONSMUCTION OF WRIER, JBI Partners, Inc. SEWER, PAVING, STREET LIGHTING, & 16301 Quorum Drive,Suite 200B PROP. STORM SEWER & INLET DRAINAGE IMPROVEMENTS TO SERVE Addison,Texas 75001 BAR C RANCH, PHASE 4B Tel:972-248-7676 — EX. STORM SEWER & INLET (D.O.E NO. 7360) Fax:972-248-1414 May 13, 2015 — SHEET 9 24 17 11 7 � 23 16 12 11 22 15 8 13 14 9 21 z a 14 FORESTAR (USA) REAL a ESTATE GROUP, INC. 10 DOC. NO. D212079897 20 13 — 11 w m 15 16 1 12 RUNNING WATER TRAIL RUNNING WATER TRAJL ZZ 20 in 9 10 11 12 13 14 15 16 W 38 39 401 41 42 43 44 m 19 18 8 7 6 5 4 3 2 1 21 20 19 18 17 16 15 17 ESA EW TR L 16 x EX. MESvIEW 15 TRAIL i bbbb ® 14 19 20 21 22 23 24 25 26 29 30 I 31 132 33 p ® 27 o28 - ` 13 1 12 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 � 11COILD MOONTAIN tRAjL EX. COLD MOUNTTR 10 b 9 ♦ 19 20 21 O 22 23 2 27 O 28 29 30 31 132 133 8. O 24 25 i 7 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 6 - L _L JEHIG�ESERADRIVJE _I 1 _j _I 5 EX. HIGH SERT DRIV 4 z Fnlj E 10 111 I 12 I 13 I 14 I 15 I 16 I 17 11 I 20�I 21 I 22 23 I 24 I 25 I 2 LEGEND PRO-.PDW 57MMT LIGHT STREET LJGHTING & STREET SIGNS SCALE: 1"=150' -100 WATT WS COMA wTN TYPE 3��DRQ EXHIBIT E-1 GLASS-25 LIGHT STANDARD PLANS FOR THE CONSTRUCTION OF WATER, SERER, PAVING, STREET LIGHTING, do A Partners, Inc. DaSTING STREET LIGHT DRAINAGEIPREOVE11DOM 16301 Quorum Drive,Suite 2008 BAR C RANCH, PHASE 4B Addison,Texas 75001 (D•O.E Na 7360) Tel:972-248-7676 PROPOSED SIGNBLADE Fax:972-248-1414 May 13, 2015 — SHEET 10 J \ 35 34 �P c c 33 E.-oEE 000 2 U ao 2 _ 32 0'�uc 31 o�me ti o c 24 T �j oow o 1�9ti Sw000 30 0 rn v°0 23 �e4 c M-c o 29 6 Z / 22 pZ O T p 00 P aNa 28 21 233 27 20 0 O 4 26 �� 19 r 5 \ 25 1�39 10 6 \ 24 17 11 7 � 23 16 12 22 15 8 13 14 9 21 Z a 14 FORESTAR (USA) REAL o F ESTATE GROUP, INC. 13 10 z DOC. NO. D212079897 20 11 w m 15 16 1 12 o-� EX. RUNNING WATER TRAIL RUNNING W TR L 20 137 F9 10 11 12 13 14 15 16 W 38 39 40 I 41 42 43 44 m 19 LEGEND PROPOSED STREET LIGHT STREET LIGHTING & STREET SIGNS SCALE: 1"=150' -100 WATT HPS CDBRA VATH GTYPE 3 LASS W IUNAIRE DROP EXHIBIT E-2 -25'LIGHT STANDARD PLANS FOR THE CONSTRUCTION OF HATER, SITZR, PAVING, STREET LIGHTING, do JBI Partners, Inc. EXISTING STREET LIGHT DRAINAGEoIMPROVEJEENTS SERVE 16301 Quorum Drive,Suite 2008 BAR C RANCH, PHASE 4B Addison,Texas 75001 (D.01 NO. 7M) Tel:972-248-7676 PROPOSED SIGNSLADE Fax:972-248-1414 May 13, 2015 — SHEET 11 00 42 43-Utilities BID PROPOSAL Page 1 of 6 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal BidlistItem Specification Unit of No. Description Section No. Measure Bid Quantity Unit Price Bid Value •i.i,.,4zi �' .�...�. .L1'l:L'il l-&. �''i: .?3s. `'r" .�o �,.•.:�.�.?,E'�,����`S� �[-t'i�°af: f ,r'�'��rY '. � '"� 3311.0261 8"PVC Water Pipe Y 33 11 12 LF 4,324 $32.00 $138,368.00~ 3312.3003 8"Gate Valve 33 1220 EA 15 $1,200.00 $18,000.00 9999.0001 8"Gate Valve by Live Tap 33 1220 EA 1 $4,000.00 $4,000.00 3312.3002 6"Gate Valve 33 1220 EA 4 $950.00 $3,800.00 3312.0103 Connection to Existing 8"Water Main 33 12 25 EA 5 $300.00 $1,500.00 3312.0001 Fire Hydrant 33 1240 EA 4 $2,850.00 $11,400.00 3311.0001 Ductile Iron Water Fittings 33 11 11 TON 2.69 $3,000.00 $8,070.00 3312.2003 1"Water Service 33 12 10 EA 100 $950.00 $95,000.00 3305.0005 12"Water Line Lowering 33 05 12 LF 107 1 $50.00 $5,350.00 3305.0109 Trench Safety 33 05 10 LF 4,324 $0.25 $1,081.00 UNIT 1: WATER 1WROVEMENTS BID SUMMARY $286,569.00 CITY OF FORT WORTH THE BAR C RANCH,PHASE 4B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02408 Form Revised 20120120 H:\Projects\LIC006G2\Excel\Conhacts\00 42 43-.Bid Proposal Workbook.xism 00 42 43-Utilities BID PROPOSAL Page 2 of 6 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure k, 3305.1002 16"Casing By Open Cut 33 05 22 LF 20 $55.00 $1,100.00 3331.4115 8"Sewer Pipe 33 11 10 IF 2,651 $40.00 $106,040.00 3331 12 3331 20 3331.4116 18"Sewer Pipe,CSS Backfill 33 11 10 LF 60 $50.00 $3,000.00 3331 12 3131 20 3339.1001 4'Manhole 33 39 10 EA 10 $3,250.00 $32,500.00 33 39 20 3339.1003 4'Extra Depth Manhole 33 39 10 VF 37.2 $175.00 $6,510.00 33 39 20 3331.3101 4"Sewer Service(SDR-26) 33 31 50 EA 22 $600.00 $13,200.00 3331.3101 4"Sewer Service(SDR-35}— 33 31 50 EA 48 $550.00 $26,400.00 9999.0002 Extend Existing 4"Sewer Services 33 31 50 EA 1 $500.00 $500.00 3301.0001 Pre-CCTV Inspection 33 01 31 IF 2,711 $0.10 $271.10 3301.0002 Post-CCTV Inspection 33 01 31 IF 2711 $2.50 $6,777.50 3301.0101 Manhole Vacuum Testing 330130 EA 10 $100.00 $1,000.00 9999.0003 Connect to existing sanitary sewer EA 6 $300.00 $1,800.00 1 3305.0109 ITrench Safety 33 05 10 LF 2,711 $2,711.00 1 UNIT 2: SANITARY SEWER IMPROVEMENTS BIDSUMMARY H-OO $201,809.60 &V1 SitqL 5))9- )-(- f0o X0&3T 04m�4 00 bks 00�'-A CITY OF FORT WORTH THE BAR C RANCH,PHASE 4B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02408 Form Revised 20120120 H:\ProjectsUC006G2\Exccl\Contmts\00 42 43_Bid Proposal Workbook.xlsm 00 42 43-Utilities BID PROPOSAL Page 3 of 6 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure 3349.5003 20'Curb Inlet 33 49 20 EA 4 $4,200.00 $16,800.00 3349.5002 15'Curb Inlet 33 49 20 EA 5 $3,500.00 $17,500.00 3349.5001 10'Curb Inlet 33 49 20 EA 3 $2,200.00 $6,600.00 3137.0102 12"Thick RipRap 31 37 00 SY 427 $50.00 $21,350.00 3349.1000 Type CH-SW-0 Headwall 6'X4'RCB 33 49 40 EA 1 $6,000.00 $6,000.00 3349.1000 Type CH-SW-0 Headwall 8'X4'RCB 33 49 40 EA 2 $6,500.00 $13,000.00 3339.1201 6'x6'Storm Manhole 33 39 10 EA 2 $8,500.00 $17,000.00 33 39 20 3339.1101 5'x5'Storm Manhole 3339 10 EA 1 $7,500.00 $7,500.00 33 39 20 3349.0104 4'x4'Stacked Manhole 33 49 10 EA 1 $5,000.00 $5,000.00 3341.1501 8'x4'RCB 3341 10 LF 46 $305.00 $14,030.00 3341.1303 6'x4'RCB 3341 10 LF 18 $240.00 $4,320.00 3341.1202 5'x4'RCB 3341 10 LF 794 $185.00 $146,890.00 3341.0409 48"RCP,Class 111 3341 10 LF 78 $115.00 $8,970.00 3341.0208 27"RCP,Class 111 3341 10 LF 54 $65.00 $3,510.00 3341.0205 24"RCP,Class 111 3341 10 LF 333 $50.00 $16,650.00 3341.0201 21"RCP,Class 111 3341 10 LF 186 $48.00 $8,928.00 9999.0004 Connect to existing storm drain EA 1 $1,000.00 $1,000.00 1 3305.0109 ITrench Safety 3305 10 LF 1,509 $1.00 $1,509.00 JUNIT 3: STORM DRAIN IMPROVEMENTS BED SUMMARY $316,557.00 V CITY OF FORT WORTH THE BAR C RANCH,PHASE 4B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02408 Form Revised 20120120 H:\ProjectsUC006G2\Excel\Contmcts\00 42 43—Bid Proposal Workbook.xism 00 42 43-Paving BID PROPOSAL Page 4 of 6 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value LTWI a (� Section No. Measure A. AW 4000 3213.0101 6"Conc Pvmt e 32 13 13 SY 14,275 $33.50 $478,212.50 3211.0501 6"Lime Treatment 32 11 29 SY 15,259 $3.00 $45,777.00 3211.0400 Lime 321129 TN 229 $180.00 $41,220.00 3213.0508 4'Barrier Free Ramp,Type R-1 32 13 20 EA 16 $1,000.00 $16,000.00 9999.0005 Street barricade LF 58 $40.00 $2,320.00 9999.0006 Connect to existing concrete street LF 222 $35.00 $7,770.00 pavement 3125.0101 SWPPP>_ 1 acre 31 25 00 IS 1 $10,000.00 $10,000.00 3471.0001 Traffic Control 3471 13 IS 1 $2,000.00 $2,000.00 UNIT 4: PAVING IMPROVEMENTS BID SUMMARY $603,299.50 C]TY OF FORT WORTH THE BAR C RANCH,PHASE 4B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02408 Form Revised 20120120 H:\ProjectsU.IC006G2\ExceI\Contracts\00 42 43_Bid Proposal Workbook.xlsm 00 42 43-Street Lighting BID PROPOSAL Page 5 of 6 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of ��Noo..+�7 @�7- T,(D`1e'js�crip�t�i�o/n'} 'j7��� /�(�S,eec(tio17n NNo..� Measure Bid Quantity Unit Price Bid Value V1113 is17J: ET 11711� 4, �17.1A1'1C',fR#.J!�'.G1X1Ll"'7`l i7,a°' ' 3441.3201 LED Lighting Fixture 33 41 20 EA 23 $600.00 $13,800.00 3441.3301 Rdwy Mum Foundation 34 41 20 EA 19 $1,000.00 $19,000.00 TY 1 2 &4 3441.3002 Rdwy Ilium Assmbly TY 8,11,13- 34 41 20 EA 19 $3,000.00 $57,000.00 25 and D-30 2605.3015 2"CONDT PVC SCH 80 T) 26 05 33 LF 507 $12.00 $6,084.00 3441.1408 INO 6 Insulated Elec Condr 34 41 10 LF 1 1521 1 $3.00 $4,563.00 UNIT 5: STREET LIGHTING IMPROVEMENTS BID SUMMARY $100,447.00 BASE BID UNIT 1:WATER IMPROVEMENTS BID SUMMARY $286,569.00 UNIT 2:SANITARY SEWER IMPROVEMENTS BID SUMMARY $201,809.60 UNIT 3: STORM DRAIN IMPROVEMENTS BID SUMMARY $316,557.00 UNIT 4:PAVING IMPROVEMENTS BID SUMMARY $603,299.50 UNIT 5:STREET LIGHTING IMPROVEMENTS BID SUMMARY $100,447.00 TOTAL BASE BID $1,508,682.10 TOTAL BID $1,508,682.10 1 CITY OF FORT WORTH THE BAR C RANCH,PHASE 4B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02408 Form Revised 20120120 H:\Pmjects\LIC006G2\Ezcel\Contracts\00 42 43—Bid Proposal Workbook.zlsm m ae v � o o w 0 a1 [-y 0 0 0 0 0 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0'o p 9 i ct 0 0 0 0 0 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 -G = o0 0 0 0 6 6 0 6 0 -- 0 0 0 0 0 0 0 0 ^ r o o .� IL tit O O W vt V O O tit O110 ^ O O v1 Vt N V N r O W r p m ¢ V w a v ni .• oo vi vi to 69 e ^ N DD = u E" Q' sv sv zv c9 00 s4 zs zs C 0 u Z ~ a p46 � F u O O O O O O O O O Vt O O O0 O O O O O O O O O O 0 0 0 O O O O O N O O O O O O O O V1 O O O 0 O O O O O O Vt O O O Vt O O O O N O O ^ co h O h O vl Vi V't Vi Vi r O �n O 69 (A O_ O fA [F�y 6.9 N O 00 O 69 69 69 69 N 69 10 1 69 fA 69 W N a vl a r OID O N O O O N N W ^ ^ O 1 ^ � �O -+ r N a '-' r r r v v v v cn v N O cn cn cN�l H W �W W (� O C�1 N 10 10 N N N t+'1 10 10 m 10 b b b b b O O N b rt 10 m O1 O1 tit N O1 r r10 OO N N �vj b 10 N N b O O 0 Ln N IC W LL 0 r4 OZ opo Z -" w w w w w 0 w a Z ern - a Z O O H 00 LL ❑ Co c O z _ N 3 � Q Q o . 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