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HomeMy WebLinkAboutContract 53497 Received Date: Feb 7,2020 Received Time: 8:09 AM Developer and Project Information Cover Sheet: Developer Company Name: Quail Valley Devco Il,LLC Address, State,Zip Code: 8401 N. Central Expressway Suite 350,Dallas,TX 75225 Phone&Email: 214-292-3427,truggeriSalLVublicproperlygroup.com Authorized Signatory,Title: Tony Ruggeri,CO-CEO Project Name: Walsh Ranch Quail Valley Planning Area 2 Section C Brief Description: Water, Sewer,Paving, Storm Drain, Street Lights Project Location: 13897 Walsh Ave Plat Case Number: FP-19-079 Plat Name: Walsh Ranch Quail Valley Mapsco: Council District: 3 CFA Number: CFA19-0071 City Project Number: 102221 City of Fort Worth,Texas k ^ Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C OFFICIAL RECORD CFA Official Release Date:02.20.2017 CITY SECRETARY Page 1 of 11 FT WORTH,7 STANDARD COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No. 53497 WHEREAS,Quail Valley Devco II, LLC, ("Developer"), desires to make certain specific improvements as described below and on the exhibits attached hereto("Improvements")related to a project generally described as Walsh Ranch Quail Valley Planning Area 2 Section C ("Project") within the City or the extraterritorial jurisdiction of Fort Worth, Texas ("City"); and WHEREAS, the City has no obligation to participate in the cost of the Improvements or Project; and WHEREAS,any future City participation in this CFA is subject to the availability of City funds and approval by the Fort Worth City Council and shall be memorialized as an amendment to this Agreement; and WHEREAS, the Developer and the City desire to enter into this Community Facilities Agreement ("CFA" or "Agreement") in connection with the collective Improvements for the Project. NOW,THEREFORE,for and in consideration of the covenants and conditions contained herein, the City and the Developer do hereby agree as follows: General Requirements A. The Policy for the Installation of Community Facilities ("Policy") dated March 2001, approved by the City Council of the City of Fort Worth, as amended, is hereby incorporated into this Agreement as if copied herein verbatim. Developer agrees to comply with all provisions of said Policy in the performance of its duties and obligations hereunder and to cause all contractors hired by Developer to comply with the Policy in connection with the work performed by said contractors. In accordance with section 9-311 of the CFA Ordinance (Ordinance No. 23656-05-2019), Developer may request a reduction in the financial guarantee for streetlights. B. Developer shall provide financial security in conformance with paragraph 6, Section 11, of the Policy and recognizes that there shall be no reduction in the collateral until the Project City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C OFFICIAL RECORD CFA Official Release Date:02.20.2017 CITY SECRETARY Page 2 of 11 FT. WORTH,TX 3 has been completed and the City has officially accepted the Improvements. Developer further acknowledges that said acceptance process requires the Developer's contractor(s) to submit a signed affidavit of bills paid and consent of Surety signed by its surety to ensure the contractor has paid any sub-contractor(s) and suppliers in full. Additionally, the contractor will provide in writing that the contractor has been paid in full by Developer for all the services provided under this contract. C. Developer agrees to cause the construction of the Improvements contemplated by this Agreement and that said construction shall be completed in a good and workmanlike manner and in accordance with all City standards and the City-approved construction plans, specifications and cost estimates provided for the Project and the exhibits attached hereto. D. The following checked exhibits describe the Improvements and are incorporated herein: Water (A) ®, Sewer(A-1) ®, Paving (B) ®, Storm Drain(B-1) ®, 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. Developer shall ensure its contractor(s)pays the then-current City-established wage rates. F. For all Improvements included in this Agreement for which the Developer awards construction contract(s), Developer agrees to the following: i. To employ a construction contractor who is approved by the director of the department having jurisdiction over the infrastructure to be constructed, said contractor to meet City's requirements for being prequalified, insured, licensed and bonded to do work in public ways and/or prequalified to perform water/wastewater construction as the case may be. ii. To require its contractor to furnish to the City a payment and performance bond in the names of the City and the Developer for one hundred percent (100%) of the contract price of the infrastructure, and a maintenance bond in the name of the City for one hundred percent (100%) of the contract price of the infrastructure for a period of two (2) years from the date of final acceptance insuring the maintenance and repair of the constructed infrastructure during the term of the maintenance City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 3 of 11 bond. All bonds to be furnished before work is commenced and to meet the requirements of 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 48 hours advance notice of intent to commence construction to the City's Construction Services Division so that City inspection personnel will be available;to require the contractor to allow the construction to be subject to inspection at any and all times by City inspection forces,to not install or relocate any sanitary sewer, storm drain, or water pipe unless a responsible City inspector is present and gives his consent to proceed, and to make such laboratory tests of materials being used as may be required by the City. V. To require its contractor to have fully executed contract documents submitted to the City in order to schedule a Pre-Construction Meeting. The submittal should occur no less than 10 working days prior to the desired date of the meeting. No construction will commence without a City-issued Notice to Proceed to the Developer's contractor. vi. To delay connections of buildings to service lines of sewer and water mains constructed under this Agreement, if any, until said sewer and water mains and service lines have been completed to the satisfaction of the Water Department. G. Developer shall provide at its expense, unless otherwise agreed to by City, all engineering drawings and documents necessary to construct the improvements under this Agreement. H. Developer shall cause the installation or adjustment of the required utilities to serve the development or to construct the Improvements required herein. L City shall not be responsible for payment of any costs that may be incurred by Developer in the relocation of any utilities that are or may be in conflict with any of the community facilities to be installed hereunder. City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 4 of 11 J. Developer hereby releases and agrees to indemnify, defend and hold the City harmless for any inadequacies in the preliminary plans,specifications and cost estimates supplied by the Developer for this Agreement. K. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer and required for the construction of the current and future improvements provided for by this Agreement. L. The Developer further covenants and agrees to, and by these presents does hereby, fully indemnify, hold harmless and defend the City, its officers, agents and employees from all suits, actions or claims of any character,whether real or asserted,brought for or on account of any injuries or damages sustained by any persons (including death) or to any property, resulting from or in connection with the construction, design, performance or completion of any work to be performed by said Developer, its contractors, subcontractors, officers, agents or employees, or in consequence of any failure to properly safeguard the work, or on account of any act, intentional or otherwise, neglect or misconduct of said Developer, its contractors, sub-contractors, officers, agents or employees, whether or not such injuries, death or damages are caused, in whole or in part, by the alleged 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, damages, costs or expenses suffered by the City or caused as a result of said contractor's failure to complete the work and construct the improvements in a good and workmanlike manner, free from defects, in conformance with the Policy, and in accordance with all plans and specifications. City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 5 of 11 N. Upon completion of all work associated with the construction of the Improvements, Developer will assign to the City a non-exclusive right to enforce the contracts entered into by the Developer with its contractor along with an assignment of all warranties given by the contractor, whether express or implied. Further, Developer agrees that all contracts with any contractor shall include provisions granting to the City the right to enforce such contracts as an express intended third party beneficiary of such contracts. O. Inspection and material testing fees are required as follows: i. Developer shall pay in cash water and wastewater inspection fees and material testing fees equal to two percent (2%) for a total of 4% of the developer's share of the total construction cost as stated in the construction contract. ii. Developer shall pay in cash paving and storm drain inspection fees equal to four percent (4%) and material testing fees equal to two percent (2%) for a total of 6% of the developer's share of the total construction cost as stated in the construction contract. iii. Developer shall pay in cash the total cost of streetlights or if the city is not installing the streetlights, inspection fees equal to four percent (4%) of the developer's share of the streetlight construction cost as stated in the construction contract. iv. Developer shall pay in cash the total cost of street signs. P. COMPLETION WITHIN 2 YEARS i. Developer shall complete the Improvements within two (2) years, provided, however, if construction of the Improvements has started within the two year period,the developer may request that the CFA be extended for one additional year. ii. Nothing contained herein is intended to limit the Developer's obligations under the Policy, this Agreement, its financial guarantee, its agreement with its contractor or other related agreements. iii. The City may utilize the Developer's financial guarantee submitted for this Agreement to cause the completion of the construction of the Improvements if at the end of two (2)years from the date of this Agreement(and any extension period) the Improvements have not been completed and accepted. iv. The City may utilize the Developer's financial guarantee to cause the completion of the construction of the Improvements or to cause the payment of costs for City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 6 of 11 construction of same before the expiration of two (2) years if the Developer breaches this Agreement, becomes insolvent or fails to pay costs of construction and the financial guarantee is not a Completion Agreement. If the financial guarantee is a Completion Agreement and the Developer's contractors and/or suppliers are not paid for the costs of supplies and/or construction, the contractors and/or suppliers may put a lien upon the property which is the subject of the Completion Agreement. Q. Developer acknowledges that in accordance with Chapter 2270 of the Texas Government Code,the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Developer certifies that Developer's signature provides written verification to the City that Developer: (1) does not boycott Israel; and(2)will not boycott Israel during the term of the contract. IMMIGRATION AND NATIONALITY ACT R. Developer shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Developer shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Developer shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Developer employee who is not legally eligible to perform such services. DEVELOPER SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY DEVELOPER, DEVELOPER'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Developer, shall have the right to immediately terminate this Agreement for violations of this provision by Developer. City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 7 of 11 Cost Summary Sheet Project Name: Walsh Ranch Quail Valley Planning Area 2 Section C CFA No.: CFA19-0079 City Project No.: 102221 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 $ 825,319.50 2.Sewer Construction $ 668,744.50 Water and Sewer Construction Total $ 1,494,064.00 B. TPW Construction 1.Street $ 1,612,358.00 2.Storm Drain $ 866,358.00 3.Street Lights Installed by Developer $ 547,766.00 4. Signals $ - TPW Construction Cost Total $ 3,026,482.00 Total Construction Cost(excluding the fees): $ 4,520,546.00 Construction Fees: C. Water/Sewer Inspection Fee(2%) $ 29,881.28 D. Water/Sewer Material Testing Fee(2%) $ 29,881.28 Sub-Total for Water Construction Fees $ 59,762.56 E. TPW Inspection Fee(4%) $ 99,148.64 F. TPW Material Testing(2%) $ 49,574.32 G. Street Light Inspsection Cost $ 21,910.64 H. Signals Inspection Cost $ - H. Street Signs Installation Cost $ - Sub-Total for TPW Construction Fees $ 170,633.60 Total Construction Fees: $ 230,396.16 Choice Financial Guarantee Options,choose one Amount Mark one Bond= 100% Completion Agreement=100%/Holds Plat $ 4,520,546.00 x Cash Escrow Water/Sanitary Sewer-125% $ - Escrow Pledge Street Lights Only =125% $ - Letter of Credit=125%w/2 r expiration period $ - City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 8 of 11 ACCORDINGLY,the City of Fort Worth and Developer have each caused this instrument to be executed in quadruplicate in each entity's respective name by its duly authorized signatories effective as of the date executed by the City's City Manager or his/her designee. CITY OF FORT WORTH DEVELOPER Quail Valley Devco II,LLC Dana ELr-q—hdo-fif Dana Burghdoff(reb 6,2020) Dana Burgdoff Interim Assistant City Manager Tony R rr Date: Feb 6,2020 Tony Ruggeri Tl`e6 5,2020) Name: Tony Ruggeri Recommended by: Title: CO-CEO Date: Feb 5,2020 lifer L.Eze&k(Feb 5,2020) Evelyn Roberts/Jennifer Ezernack Project Assistant Planning and Development Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and Approved as to Form &Legality: administration of this contract, including ensuring all performance and reporting Mces� requirements. Richard A.McCracken(Feb 5,2020) Richard A. McCracken Q%�11/�v"b2ft v"rl bel r.ZOr� Evelyn R erts on behalf of(Feb 5,2020) Assistant City Attorney M&C No. Name: Janie Morales Date: Feb 5,2020 VORT Title: Development Manager Form 1295: ATTEST: -✓ t ........... /a a Mary J.kayser(Feb 6,2 0) •/� Mary J. Kayser/Ronald Gonzales City Secretary/Assistant City Secretary City of Fort Worth,Texas _ Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C � CFA Official Release Date: 02.20.2017 OFRUA Page 9 of 11 CITY SEcm-mmv FT WORTH,, 7 I Check items associated with the project being undertaken; checked items must be included as Attachments to this Agreement Included Attachment ® Attachment 1 - Changes to Standard Community Facilities Agreement ® Location Map ® Exhibit A: Water Improvements ® Exhibit A-1: Sewer Improvements ® Water and Sewer Cost Estimates ® Exhibit B: Paving Improvements ® Paving Cost Estimate ® Exhibit B-1: Storm Drain Improvements ® Storm Drain Cost Estimate ® Exhibit C: Street Lights and Signs Improvements ® Street Lights and Signs Cost Estimate (Remainder of Page Intentionally Left Blank) City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 10 of 11 ATTACIEMENT"1" Changes to Standard Agreement Community Facilities Agreement City Project No. 102221 None. City of Fort Worth,Texas Standard Community Facilities Agreement-Walsh Ranch Quail Valley Planning Area 2 Section C CFA Official Release Date: 02.20.2017 Page 11 of 11 6n0/2019 W4243 OAP.HID PROPOSAL Page 1 of 5 SECTION 100 42 43 Developer Awarded Projects-PROPOSAL FORM Walsh Ranch-Quail Valley: Planning Area 2C CPN: 1 UNIT PRICE BID Bidder's Application ! Project Item Ialo niation Biddees Proposal Bidlist Item Unit of Specification Bid No Description Measure Section No. Quantity Unit Price Bid Value UNIT I:WATER IMPROVEMENTS 1-1 0241.1118 4"42"Pressure Plug EA 0241 14 5 $850.00 S4,2%00 1-2 3_311A00I ❑uclile Iran Water Fittings w/Restraint TON 33 11 11 10.6 $4,000.00 $42,400.00 1-3 3311.0261 8"PVC Water Pipe LF 33 11 12 6,856 $34.00 $233,104.00 1-4 3311.0264 8"PVC Water Pipe,CLSM Backfill LF 3311 12 302 $44.00 $13,288.00 1-5 9999.0601 8"Fusible PVC Water Pipe LF 00 00 00 1,726 $50.00 $86,300.00 1-6 9999.0002 8"Fusible PVC Water Pipe CLSM Backfill LF 00 00 00 26 $60,00 $1.560.00 1-7 3311.0461 12"PVC Water Pipe LF 3311 12 2,300 $46.00 $105,800.00 1-8 33i i.0467 12"PVC Water Pipe,CLSM Bac_kfill LF 33 11 12 104 $56.00 $5,824.00 1-9 3305.2004 12"Water Carrier Pipe LF 33 05 24 100 $96.00 $9,600.00 1-10 3305.1104 24"Casing By Other Than Open Cut LF 33 05 22 100 $370.00 $37.000.00 i-11 3305.0116 Concrete Encasement for Utility Pipes CY 33 05 10 7.6 $150.00 $1,140.00 1-12 3312,0001 Fire Hydrant EA 33 12 40 14 $4o200.00 _ _ $58,800.00 1-13 3312.2003 1"Water Service EA 33 12 10 151 $950.00 $143.450.00 1 14 3312.3003 8"Gate Valve EA 33 12 20 35 $1,1%00 $40,250.00 1-15 3312.3005 12"Gate Valve EA 33 12 20 16 $2,200.00 $35,200.01) 1 -16 3305.0109 Trench Safety LF 33 05 10 11,414 $0.25 $2,853.50 1-17 3312.4.114 16"x12"Tapping Sleeve EA 33 12 25 1 $4.500.00 $4,540.00 1-18 1-19 1-20 1-21 - 1 -22 1-23 1-24 1-25 1-26 - - 1-27 - -- 1-28- - 1-29 1-30 1-31 1 -32 1 -33 1 -34 - 1-35 1-37� — 1-38 _ -- 1-39 1_40 - '1-41 - - -- 1-42 - - - 1-43 1-44 - - 1-45 TOTAL UNIT 1:WATER IMPROVEMENT $825,319.50 CITY OF FORT WORTH STANDARD CONSTRUCTION S PECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS W AISH RANCH-QUAIL.VALLEY-PA2C Form Version SePlembu I,20I5 HZ PROJECT R303061.26 6/10/2019 004243 DAP-BID PROPOSAL Page 2 or SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM Walsh Ranch-Quail Valley: Planning Area 2C CPN: UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Description Unit of Specification Bid Unit Price Bid Value No. Measure I Section No- Quantity UNIT II:SANITARY SEWER IMPROVEMENTS 2-1 3331.4115 8"Sewer Pipe LF 33.31 20 8,063 $36.00 $306T394.00 2-2 3331.4116 8"Sewer Pipe,CSS Sackfill LF 333120 560 $48.00 $26,880.00 2-3 3339.1001 4'Manhole EA 33 39 10,33 3920 43 $3.600,00 $1.54.800,00 2-4 3339.1002 4'Drop Manhole EA 33 39 10,33 3920 3 $5,200.00 $15,600.00 2-5 3339.1003 4'Extra Deplh Manhole VF 33 39 10,33 3920 125.7 $175.00 $21,997.50 2-6 3339.1004 4'Shallow MH EA 33 3910.33 3920 1 $3,200.00 $3,200.00 2-7 3339.0001 Epoxy Manhole Liner VF 33 39 60 99 S205.00 $20,254.00 2-8 3331.3101 4"Sewer Service EA 3331 50 137 $650.00 $89,0%00 2-9 3305.0109 Trench Safety LF 33 05 10 8,623 $1.00 $8,623.00 2-10 3301.0002 Past-CCTV Inspection LF 3301 31 8,623 $2.00 $17,246.00 2-11 3301.0101 Manhole Vacuum Testing EA 3301 30 47 $100.00 $4,700.00 2-12 2-13 2-14 - _2 95 ---- 2-16 - 2-17 2-18 2-19 - 2-21 2-22 2-23 _W 2-24 2-25 2-26 2-27 2-28 2-29 2-30 2-31 — - 2-32 2-33 2_34 . --- _2-35 2_36 2-37 2-38 2-39 2-40 2-41 -._ 2-42 —2-43 TOTAL UNIT II:SANITARY SEWER IMPROVEMENT_J $668,744.50 Crib OF FORT WOR:III STANDARD CONSTRUCTION 5PECI FICATION DOCUM ENTS-DEV ELOPER AWARDED PROI ECTS WA UR RANCH-Q V AEL VAI.I.FV-PAX Fmin Version Seph—ib r 1,2015 t-t],PRO)F,CT"OW]26 6i10r20P) 004243 DAP-BID PROFQSAL Prte 3 of 5 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM Walsh Ranch-Quail Valley: Planning Area 2C CPR, UNIT PRICE BID Bidder's Application Project Item Infomiation Biddees Proposal Bidlist Item Description Unit of Specification Aid Unit Price Bid Value No- I I Measure I Section No, Quantity UNIT ITT:DRAINAGE IMPROVEMENTS 3-1 9999.0038 15"RCP,Class IV LF 3341 10 100 $45.00 $4,500.00 3--2 3341.0201 21"RCP,Class III LF 3341 10 11059 $50.00 $52,950.00 3-3 3341.0205 24"RCP,Class III LF 3341 10 3,636 $55.00 $199.980.00 3-4 3341.0208 27"RCP,Class III LF 3341 10 584 $60.00 $35,040.00 3-5 3341 a 30"RCP,Class Ill LF 33 41 10 85i $70.00 $59.570.00 3-6 3341.0304 3fi"RCP,Class I11 I, 33 41µ10 294 $95.a0 $27,930.00. 3-7 3341.0409 48"RCP,Class 111 E F 33 b1 t0 4fi9 $145.00 $68,005.00 3-8 3341.0410 48"RCP,Class 1V LF 3441 10 198 $215.00 $42,570.00 3-9 3341.1102 4Z Box C_uluert LF 3341 1_0 197 $175.00 T$34,475.00 3-10 3349.0001 4'Stortn_Junctio_n Box EA 33 49 t0 1Q $5,50t]00 $55,000.00 3-11 3349.00_02 5'Storm Junction Box EA 334910 4 _$6,500.00 $26,000.00 3-12� 999 9.00 17 6'Storm Junction Box w/Div_ersion Plate EA 00 00 DO 1 $8,000.0u $8.000.00 3-13 3349.4102 15"SET, 1 pipe EA .334940 2 $2,000.00 $4,000.00 3-14 3349.3063 24"Straight Headwall,1 pipe EA 33 49 40 1 $21506.00 $2,500.00 3-15 3349.30_07 36"Straight Headwall,1 pipe EA 33 49 40 2 $4,000.00 $8,000.00 3-16 9999.0018 4JC3 Straight Headwall,1 Box EA 00 00 bl] 1 $6,500.00 $6.500.00 -3-17 3346.500-1 10'Curb Inlet EA 3349 20 43 $3,000.00 $129.000.00 37 18 3t37.0104 Medium Stone Riprap,dry _Sy 31 37 00 354 $75.00 $26,550.00 3-19 3305.0109 Trench Safety LF 330510 10 7,388 $1.00 $7.388.00 3-20 9999.0005 Factory Storm Wye Connection EA 00 00DO 38 $300.00 $11,400.00 3-21 9999.0024 Modification to Existing Detention Structure LS 00 00 00 1 $40,000.00 $40,000.00 3-22 3349.3005 30"Straight Headw_al,1 pipe EA 33 49 40 1 $3,500.00 $3,500.tHT 3-23 9999.0039 Concrete Channel SI= 00 00 00 75.0 $10.00 $7,500.00 3-24 9999.0D40 Sidewalk Drain&Catch Basin EA 0006,00 2 $3,0woo $S,000.00 3-25 3-26 3-27 3-28 3-29 3-32 3-33 _- 3-34 3-35 3-36 3-37 3-38 3-40 3-41 _3-42 3-43 _3-43 TOTAL UNIT III:DRAINAGE iMPRQVEMENT $866,358.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEV ELOPER AWARDED PROJECTS WALS1 t RANCH-QUAIL VALLEY-PA2C Form Version ScPICMt c t.2015 1 IZ PROJECT R303061.26 6/1 012 0 1 9 OD 42 43 DAP-BIDPROPOSAL Page 4 of 5 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM Walsh Ranch-Quail Valley: Planning Area 2C CPN: UNIT PRICE BID Bidder's Application Project Item Intionnation Bidders Proposal Bidlist Item Unit of Specification Bid tru DescriptionMeasurc Section No- Quantity Unit Price Bid Value UNIT IV:PAVING IMPROVEMENTS 4-1 3213,0101 6"Conc Pvmt SY 32 13 13 35,463 $34.50 $1,223,473.50 4-2 3211.0501 6"Lime Treatment SY 32 1129 37,946 $3.00 $113,838.00 4-3 3211.0400 Hydrated Lime(6"Pave 32 Ibslsy) TN 32 11 29 607.1 $175.00 _$106,242.50 4-4 3213.0302 5"Conc Sidewalk SF 32 1320 6,437 $4.00 $25,748.00 4-5 9999.0008 Type'A'Barrier Free Ramp EA 00 00 00 33 $1,400.00 T 546,200.00 4-6 32i 3.Q504 Barrier Free Ramp,Type M_2 EA 32 13 20 6 $1,200.00 $7.200.00 4-7 3213.0506 Barrier Free Ramp,Type P71 EA 32 13 20 18 $1.200.00' $21,600.00 4-8 9999.0009 Type III Barricade Removal EA 00 00 00 3 $200.00 $600.00 4-9 9999.0010 Type III Barricade EA 00 00 00 4 $800.00 $3,200.00 4-10 9999.0011 Street Header LF 00 00 00 _ 112 $20.00 $2,240.00 9999.0012 Furnish/Install Walsh Ranch Style Sign Post 4 11 &Foundation wlRegulatory Sign. EA 000000 4 $1,000.00 .$4,000.00 4-12 9999.0013 Fumishllnstall Walsh Ranch Style Sign Post EA 00 00 00 &Foundation wlRegulatory Sign&Name Blades _. 19 $1,500.00 $28,500.00 4-13 9999.0014 Furnishllnstall Walsh Ranch Style Light EA 00 00 00 Pale Mount for Regulatory Sign 9 $1,500.00 $13,500.00 4-14 9999.0015 Furnish/Install Walsh Ranch Style Light FA 00 00 00 Pole Mount for Name Blades 9 .$1,200.00 $10,800.00 4 15 9999.0016 Curb Painted Red with 4"While Letters"NO LF 00 00 00 Parking" 1,304 $4.00 $5,216.00 4-16 4-17 4-18 4-19 4-20 4-21 4-22 4-23 4-24-- 4 _.. -25 4-26 4-27 - 4-28 4-29 — 4-30 4-31 4-32 4-33 -- - -4-3-4 -- - 4-35 4-3fi 4-37 - -- TOTAL UNIT Ill:PAVING IMPROVEMENT $1,612,358.00 CrIY OF FORT WORTH STANDARD CONSTRUCitON SPECI FICAMN DOCUMF FS-DEV ELOPER AWARDED PROJECTS WALSH RANCH-QUAIL VALLEY.PA2C Faun Version September i.2015 HL PROJECT R3006 t.26 6110120 19 00 4Z 43 AAP.DID PROPOSAL Page 5 or 5 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM Walsh Ranch-Quail Valley: Planning Area 2C CPN: UNIT PRICE BED Bidder's Application Project Item Information Siddee'S Proposal Sidlist Item Unit of Specification Sid Deuripti0n Unit Price Bid Value Na. Measure I Section No. Quantity Bid Summary UNIT I:WATER IMPROVEMENTS _$825,319.50 UNIT II:SANITARY SEWER IMPROVEMENTS _ _$668,74_4.50 UNIT III:DRAINAGE IMPROVEMENTS $866,358.00 UNIT IV:PAVING IMPROVEMENTS $1.612,358.00 Bid TotaLil $3,972,780.00 Contractor agrees to complete WORK for F1NAI. calendar days after the date when the CONTRACT commences to run as provided in the General Conditions. Title: Brock Hudggins-President Company: Conatser Construction TX,L.P. Address: 5327 Wichita St,Fort Worth,TX 76119 Signature: CM OF FORT WORTH STANDARD CONSTMUCTION 5 PECITICAT1ON DOCUMENTS-DEVELOPER AWARDED PROJECTS W ALSH RANCH-QUAIL V ALLEY-PAIC Funa Version Sep .bw 1,2015 HZ PROJECT R30M61.26 6/10/2019 IX192 43 DAP-BID PROPOSAL Page 2 of 3 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM Walsh Ranch-quail Valley: PA2C-Street Lighting_ CPN: UNIT PRICE BID Bidder's Application Prajcctltcm Information Bidders Proposal Bidlist I'wm Description Unit of Specification Sid Unit Pri:7 Sid Value No- L I Measure I Section No. Quantity UNIT V.STREET LIGHTING IMPROVEMENTS 5-1 9999.0021 FurnisWinstall Walsh Ranch 14ft Street EA 00 00 00 Light Pole&LED Fixture 76 $4,000.00 $304,000.00 5-2 3441.1733 Rdwy Ilium Foundation TY 11 EA 34 41 20 76 $1.000.00 $76,000.00 5-3 3441.3404.2-2-2-4 Quadplex Alum_ Elee Conductor LF 34 41 20 10,816 $3.50 $.37,856.00 5-4 2605.3015 2"CONDT PVC SCH 80(T) LF 26 05 33 10,816 $10.00 $108,160.00 5-5 3441.1501 Ground Box Type B EA 3441 10 9 $760.00 $6,750.00 5-6 3441,1771 Fumishllnstall 120-240 Volt Single Phase EA 3441 20 Metered Pedestal 2 $7,500.00 $15,000.00 5-7 5 ,8 - 5-9 5-10 - 5-11 5-12 5-13 _5-14 -- 5-15 5-16 5-17 5-18 -- 5-20 5 21 -. 5-22 5-23 5-24 5.25. - - 5-26 5-27 5-28 5-29 5 30.. _.-. 5-31 -- 5-32 5-33 5-34 5-35 5-36 5-37 5-38 5-39 ---- 5-40 5-41 5-42 - 5-43 5-44 TOTAL UNIT V.STREET LIGHTING IMPROVEMENT $547.766.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEV FLOPF.R AWARDED PROJECTS WALSII RANCII-QUAIL VALLEY-PA2C Form VMkM SOPIMIJU 1,10 15 112 PROJECT R303061.26 6/10/2019 rb 420 DAP-BID PROPOSAL Page 3 of 3 SECTION 00 42 43 l]eveloper Awarded Projects-PROPOSAL FORM Walsh Ranch-quail Valley: PA2C-Street Lighting CPN: UNIT PRICE BID Bidder's Application Project Item Information Biddees Proposal Bidlisl Item Description Unit of Specification Bid Unit Price Bid Value No, Measure I Section No. Quantity Bid Summary UNIT V:STREET LIGHTING IMPROVEMENTS $547,766.00 Sid Total $: 47 766.00 Contractor agrees to complete WORK For FINAL calendar days after the date when the CONTRACT commences to run as provided in the General Conditions. Tltie: Brock Hudggins•President Company: Conatser Construction TX,L.P. Address: 6327 Wichita St.,Fort Worth,TX 76119 Signature: ge CITY OF FORT WORT" STANDARD CONSTRUCTION SPECIFICATION DOM MENTS-DEVELOPER AWARDED PROJECTS W ALSH RANCH-QUAIL VALLEY-PA2,C Fwm Vemign September I,2015 RZ PROJECT M30G 1,26 I \ � OLD WEATHERfORO ROAD I I PROJECT LOCATION w I N A 111 y I 4 - - U 9 � 7'C Of 9� w O U � I U N d w U N Q 30 U \ 1/ \ \ z \ �-- — INTERSTATE HIGHWAY 20 CD cn w \ o \ CD z I Of cn d U J CPN: 10221 NORTH 3r MAPSCO NO: 761G N O M 0 1000 2000 4000 of 0 of SCALE: 1 " = 2000' DEVELOPER: COVER SHEET QUAIL VALLEY DEVCO II, LLC 8401 NORTH CENTRAL EXPRESSWAY, SUITE 350 WALSH RANCH - QUAIL VALLEY CN DALLAS,TX 75225 PA2 -SECTION C ENGINEER: HU HUITT-ZOLLARS, INC. Huittt-Zokm,he. Fort Worth af 500 W. 7TH STREET, SUITE 300 Soo Went 7th sheet, suite 300 FORT WORTH TX 76102 Fort Worth,Texas 76 02-4726 , July 24,2019 Phone M M-3000 Fax(SM 335-1025 CONNECTION EX. 16" OLD WEATHERFORD ROAD TO EX. 16" 3-POS' 39 POS' WS4 WL X-23177 (iD 30 27 2 1 38 37 36 35 34 33 32 31 26 28 WINDING WIND ROAD 6,61 Q At 5 6 5 13 12 1-POS' 24 25 C 4 4 Q 7 W 14 11 Q 3 8 [� 3 "1 9 7 23 �QrQ'j E„ 15 8 9 2 9 2 `q 22 `z 1 70 1 16 6 G 5 RO A 21 1 3 4 K CED�I 14 2 39-POS' AB�ND zo NAR1T 7 6 15 14 1 P 8 19 9 18 7i 76 13 13 12 11 10 O 6 t, 17 17 12 8 6 ©5 78 9 q 5 1 3 U 4 x 79 0 1 2 16 a, 21-PO DR- o 7 ` GREENSIDE y .�,R 6 a v 15 I s z UI 20 1 3 4 c 11 10 g 8 7 14 co N 2 G e d 8 c c 13 / 1 g b o � a 70 3 4 5 U / 71 a 2 12 U 12 1 I PASCO L 14 13 7 � 6 U I 4 5 s 39-PO$' 2 O ro 9 8 7 6 5 I 11 nI ��/� / a 1-POS' y 2 3 ` e— WESTSIDE IV 10 v q e� 1 gK DR 21 1 1+OOK pp 19 20 O WEST SIDE V 9 j c OVE 18 ,�O�O 2 3 4 U y 17 SSG p,22 1 I / 1 F ?PZ- 5��\O� 8 N10 11 12 14 15 ' 23 S T It E E T 25 24 �I n 4+ 15 76 17 �/ 7 I WALSH !� j26 0 74 13 I 6 RANCH U w 6 31 POS' i 27 WALSH RANCH 3-P_ QUAIL VALLEY IV w b O 11 QUAIL VALLEY-PA2 SECTION A - PA1 PHASE 1 (BY SEPARATE CFA) 18 5Of m O 30� 10 20 -ia Q 6 5 � g O 21 4 22 yyY yA ` 1 > 3 2 C YF,1�O 15 2 U 8 23 14 © P4 = lY In s D < 17 78 19 20 21 22 23 x ag2�C�ONA9 41,e 7 554 3 17 BUNAR 15 16 v5 28 29'30/ //33 35 2 BO/ ,o P 7 8 g 12 11 10 e N o LEGEND CITY PROJECT NO. 10221 c) PRESSURE PLANE/SERVICE BOUNDARY of / W PROPOSED WATER LINES NOTE — —W— - EXISTING WATER LINES ALL PROPOSED WATER LINES ARE 8" W PA2 SECTION A WATER LINES UNLESS OTHERWISE NOTED. M /\ EXHIBIT A -WATER NORTH/ WALSH RANCH - QUAIL VALLEY PA2 -SECTION C HU a SCALE: 1" = 300' Hukt-Zokm,Inc. Fort Worth of m 0 150 300 600 FFoortWWorth,Texas 7M�4726 July 24,2019 Phone M 35-3000 Fax(SM 335-1025 y OLD WEATHERFORD ROAD -12 / 3 POS CONNECTION TO 9 27 r PA2-SECTION A 1-P o CONNECTION TO 2 37 26 35 �+ 33 STUB-OUT EX. 12" SS NX 3z 31 e .. CPN: 100454 WINDING D ROAD I� 5 6 5 13 12 1-POS• 24 25 CHAb E IN 7 4 4 CT. Z +4 11 ©3 8 ® 3 7 23 15 9 8 2 9 2 C 22 z 1 10 1 16 4 6 0 5 21 1 ROCK CEDAR LANE 2 3 -POS• 20 ND C 15 14 pR1T 7 8 a 1-PF N s 6 is 7 16 13 12 ++ 70 18 $ 13 (2) 5 17 \ 17 ©5 18 72 9 6 5 6 Y CONNECTION TO 10 3 4 _ PA2-SECTION A CD 4 4 19 21-POS• + 2 0 o N 16 (CPN:101547) 7 \ GREENs1DE R' STUB-OUT J /Of 1R� 9 6 y 15 cf) y U) 3 20 5 8 7 4 10 s o I 14 I % U 1 3 0 ++ n N 2 y 9 I t U 10 6 11 � 2 3 4 ' / 12 1/ U 14 13 7 \ � PASCO PL. 6 /) U _ N 2 Q aX 6 F41t�4 11 Br^�' a 1-POS• 2 3 4 ONERL00�4 8 7 6 5 I 10 I yyI U q 1 21 N U 1 a 19 20 O 0 9 > c 18 .r0� 2 3 4 { Z .a 15 16 77 ?�•5 0 C, w 70 11 12 14 F Q�52q 23 STREET / 7 N I ' �B6 15 16 17 I WALSH % 26 P 12 73 6 RANCH z 8 31-POS 27 WALSH RANCH 3.P QUAIL VALLEY H PA1 PHASE 1 QUAIL VALLEY-PA2 SECTION A 5 Q 29 (BY SEPARATE CFA) 30 10 20 19 18 & Q 6 9 © 27 4 O 0- 5 4 22 AY > 3 U 2 C 23 15 = p_ W9 tg 8 7 14 0 S� cn < 18 19 29 21 22 23 �pA2,�" ONA x pe 5 5 q 3 17 16 17 Y 28 29 ONB 2 V , 7 6 s �/31/_ 33 t �\ �12 11 10 a .o O 35 o CITY PROJECT NO. 10221 o LEGEND M i PROPOSED SEWER LINES NOTE - EXISTING SEWER LINES ALL PROPOSED SANITARY SEWER LINES SS PA2 SECTION A SEWER LINES ARE 8" UNLESS OTHERWISE NOTED. M /\ EXHIBIT Al -WASTEWATER NORTH/ WALSH RANCH - QUAIL VALLEY PA2 -SECTION C HU a SCALE: 1" = 300' Hukt-Zokm,Inc. Fort Worth of m 0 150 300 600 FFoortWWorth,Texas 7M�4726 July 24,2019 Phone M 35-3000 Fax(SM 335-1025 3-POS' J32 � "-----ROAD30 2927 38 37 36 3326 ------------- NINDING WIND ' ___--___ 5 6 5 13 12 1-POS' 25 24 4 4 7 I W'I� 14 O3 8 Q 3 'cq, 7 \ 23 F' 15 9 6 2 9 2 22 z 10 1 16 1 5 21 /\ ROCK CEDAR LANE 1 2 3 4 �,8EN9 20 39-POS' 15 14 81-TF19 18 7 ; 16 13 13 12 CD 11 6 8 \` 72 g 5 6 V 4 1a' 19 10 1 2 3 7 GREENSIDE _ _ 3 4 10 9 8 ',2, 14 I w 2 x. / Q 8 `c�� 13 UI 10 9 19x` 3 4 5 / d / 12 11 `" 1 2 12 r 14 73 O 7 `,m` < 6 W " U 2 O 5 ® 4 8 7 6 5 n 1-POS' 3 �- a to a 1 RLD0. 19 20 OE 9 2 3 4 17 j 14 15 i6O QPy-55��\�P 22 U 10 11 12 23?� 24 ETTR STREET 25 0PR$ t5 16 1� 7 I ALSH U �'v', 26 12 73 RANCH 31-POS' 27 / ALS NCH 6 3-p QUAIL VALLEY QUAIL VALLEY-PA2 SECTION A PA1 PHASE 1 o 29 (BY SEPARATE CFA) 5 CD 30 10 71 20 19 18 z F 21 w 6 5 9 © AY LANE 4 of LL d 4 3 2 C 22 �0 Y 15 2 1 d P 2. FC70 Zf 7 23 4 / SX UMARD Q > 20 21 22 23 �PA2-�i .a I' 6 5 17 17 NA U 18 19 J SEC770 - A• 4 3 2 Q is 16 �ALL'Y F J �I 31/�S 10 12 11 g0 ,0 7 8 9 ' a CITY PROJECT NO. 10221 NORTH of O /O M o LEGEND SCALE: 1" = 300' of 6" REINFORCED CONCRETE 0 150 300 600 8" REINFORCED CONCRETE SIDEWALK BY DEVELOPER EXHIBIT B - PAVING SIDEWALK BY HOMEBUILDER WALSH RANCH - QUAIL VALLEY PA2 -SECTION C N O H.C. RAMPS BY DEVELOPER o ` of Huitt-Zokm,Inc. Fort Worth a 500 West 7th Street, Suite 300 m Fort Worth,Texas 7M2-4728 July 24,2019 Phone(am 335-3000 Fax(Sm 335-1025 OLD WEATHERFORD ROAD 3-POS' 39- S' O 30 29 Q 27 I 2 iO 138 37 36 35 28 Z6 39 33 32 31 OO 5 6 5 13 12 1-POS• '24 25 1 4 7 4 \ 14 11 ©3 6 ® 3 G BP 7 23 15 9 y � 9 2 22 1 10 1 16 6 0 5 21 ROCK CEDAR LANE 2 3 4 zo O 6 15 14 7 i.p0�• 1 6 \ 19 T 10 9 18 7 16 13 13 12 11 O 5 17 \ \ 17 12 6� v \ 11 ©5 18 10 9 3 q 6 0 4 19 21-POS' 1 2 16 f Rom, O 7� D DR z 15 s l o 20 �� G 6 r� U) 3 q 5 77 9 6 7 '2, 14 O° I UI 1 3 a 11 10 G1 N 2 x G / QI 6 C 13 1 9 I(/ 10 % 2 3 4 5 12 U 1 U / 11 a / 12 U / Y o 4 t3 PASCO PL r( O 5 7\ Z 2 O .�+ 4 6 7 6 5 I 17 e O U A C� 1 R�0 21 10 1 A 19 20 G 0 9 U J y Ovr''g'1' 18 S�G'�\O��P 1 2 3 4 77 22 6 / 1 CD 72 14 15 1 6O Q�. SSG 23 cn w 70 11 1? 24 � I 26 25 15 16 17 7 WALSH RANCH 0 27 tick 1z 13 O QUAIL VALLEY CD 6 O� WAL H RA CH 6 3.4. PA1 PHASE 1 31-POS• 11 QUAIL VALLEY-PA2 SECTION A 29 / (BY SEPARATE CFA) _ 5Of A9 30 10 20 la 7 A Q 6 O 9 © 27 py 4 0- 6 4 3 22 Oy�y LN \ 2 1 A e 2 C `� 15 PA2-SECTION �_ e P = 7 23 4 14O S D � 1 n to y cn PA2-SECTION 13 �Lsy AOE 6 5 4 3 4 C m �U HUM AR 28 \. 2 s .a0 O 6 9 31 33 t �12 11 10 a N .o o LEGEND CITY PROJECT NO. 10221 c1 Of sod PROPOSED STORM DRAIN INLET —SID PROPOSED STORM DRAIN HEADWALL Of - EXISTING STORM LINES so PA2 SECTION A STORM LINES M /\ EXHIBIT B1 - DRAINAGE NORTH/ WALSH RANCH - QUAIL VALLEY ' , PA2 -SECTION C HU a SCALE: 1" = 300' Hukt-Zokm,Inc. Fort Worth of m 0 150 300 600 FFoortWed Woorthh,,Texas 7M�4726 July 24,2019 Phone(gm 35-3000 Fax(SM 335-1025 OLD WEATHERFORD ROAD 3-POS' O 30 29 Q 27 2 O 138 37 36 35 39 Z6 33 32 31 28 WINDING W N AD — Q T• 5 6 5 13 12 +-POS' S 25 C 24 4 ,ff 7 4 � 14 ++ Cf` ©3 8 3 Q 7 23 \ 15 9 8 ✓� 2 9 2 C © d✓ 22 10 1 � 16 6 C, G + 6 � 21 OCK CEDAR LA E 1 2 3 4 5 ND 2d 20 39-Pos• �o O 8 1514 1-POS' NA 8 7 9 19 T 9 18 7 tr� 16 13 O 13 12 1+ 10 d 8 © +2 5 18 9 4 5 6 c 10 3 w \ 0 4 19 i6 21-POS' 1 2 v 7 \ lZ 20 / ��ROS 6 )� 6 15 3 q 5 / 7 14 11 10 9 8 I U 1 3 N 2 G d 8 +3 / QI + 9 U 10 U / 1+ 2 3 4 5 +2 / / 1 3: PASCO PL. 14 13 12 OR 7 / 6 2 9 4 5 0- +-POS' n 3 9 8 7 6 5 / R 2 U 1 21 10 + A DR. 19 20 G 9 > oog +8 .�\� 2 3 4 N 70 ++ 12 14 15 e .5�4 23 STREET �I I 25 �� 15 +6 +� 7 I WALSH RANCH o zfi Q 12 73 QUAIL VALLEY CD j WAL H RA CH 6 3.4. PA1 PHASE 1 z 8 31-POS 27 11 QUAIL VALLEY-PA2 SECTION A OF 29 (BY SEPARATE CFA) 5 G 30 10 20 79 18 q 6 9 O 21 5 nr L A E > q N 4 � 3 71yyY \ 2 1 7 i U PA2-SEC N A 2 c 23 1n )F9LS$ 8 7 6 4' ( SHUMARD < PA2-SECTION B X `9v� 5 4 3 4 77 16 17 +8 19 20 21 22 O23 28 29 30 \ 2 -eo 7 8 g 37 32 33 12 11 '10 a 18 o CITY PROJECT NO. 10221 o LEGEND M 0_ PROPOSED STREET NAME SIGNS 0 PROPOSED STREET LIGHTS EXHIBIT Cl-STREET NAME SIGNS M NORTH &STREET LIGHTS WALSH RANCH - QUAIL VALLEY ' , PA2 -SECTION C HU a SCALE: 1" = 300' Hukt-Zokm,Inc. Fort Worth of m 0 e 300 150 300 600 FFoortWWorth,Texas 7M�4726 July 24,2019 Phone M W5-3000 Fax(SM 335-1025 NA COMPLETION AGREEMENT— SELF FUNDED This Completion Agreement ("Agreement"), is made and entered into by and between the City of Fort Worth, ("City") and Quail Valley Devco II, LLC, a Texas Limited Liability Corporation, authorized to do business in Texas, ("Developer"), effective as of the last date executed by a Party hereto. The City and the Developer may collectively be called the "Parties". WITNESSETH: WHEREAS, the Developer owns that certain tract of real property that contains approximately 55.07 acres of land located in the City, the legal description of which tract of real property is marked Exhibit "A"—Legal Description, attached hereto and incorporated herein for all purposes, ("Property"); and WHEREAS, the Developer intends to develop the Property as an addition to the City through plat FP -19-079 or FS<Number>; and WHEREAS, the Developer and the City have entered into a Community Facilities Agreement relating to the development, Walsh Ranch Quail Valley Planning Area 2 Section C for Water, Sewer, Paving, Storm Drain and Street Lights ("Improvements"); and WHEREAS, the City has required certain assurances that the Developer will cause to be constructed to City standards the Improvements pursuant to the Community Facilities Agreement; and WHEREAS, the Parties desire to set forth the terms and conditions of such accommodations as are described above. NOW, THEREFORE, for and in consideration of the mutual covenants and agreements hereinafter set forth, it is hereby agreed by and between City and Developer as follows: 1. Recitals. The foregoing recitals are true, correct and complete and constitute the basis for this Agreement and they are incorporated into this Agreement for all purposes. 2. The Completion Amount. The City and the Developer agree that the Hard Costs(as shown on Exhibit`B")required to complete the Community Facilities in the aggregate should not exceed the sum of Four Million Five Hundred Twenty Thousand Five Hundred Forty Six Dollars(4,520,546.00),hereinafter called the"Completion Amount". Notwithstanding the foregoing, it is acknowledged that the actual costs of completion of the Community City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 JLE CFA Official Release Date: 07.01.2015 Page 1 of 17 Facilities may vary as a result of change orders agreed to by the Parties,but such variances for the purposes of this Agreement shall not affect the Completion Amount as used herein. City hereby waives the requirement for developer to deposit a financial guarantee of 100% of the Hard Costs under the CFA Policy. 3. Completion by the Developer. The Developer agrees to complete the Community Facilities and pay all Hard Costs in accordance with City standards,the CFA, the Plat, and the Plans as approved by the City. For the purposes of this Agreement, the development of the Property shall be deemed complete upon acceptance by the City of the Community Facilities pursuant to Section 6, hereof. 4. Satisfaction of the City Requirements. The City agrees that the assurances and covenants contained in this Agreement satisfy all requirements of the City with respect to Developer's Financial Guarantee, as described in the CFA Policy, or other requirements for security in connection with the development of the Property and the completion of the Community Facilities that are contained in the CFA or in any other agreement relating thereto, and the City hereby accepts the assurances and covenants contained herein in lieu thereof. To the extent the CFA irreconcilably conflicts with this Agreement, the provisions of this Agreement shall control. 5. Termination. This Agreement shall terminate upon the earlier to occur of the following: (a) acceptance by the City of the Community Facilities; or(b)mutual written agreement of the Parties. 6. Final Plat. The Parties acknowledge and agree that the City shall hold the final plat of the Property until the Community Facilities are completed and accepted by the City and all Hard Costs contractors have been paid, less retainage. Upon acceptance by the City and receipt of evidence from the Developer showing that all Hard Costs contractors have been paid, including but not necessarily limited to lien waivers and bills paid affidavits,the City shall within a reasonable time file the final plat for the Property in the Plat Records of the county where the Property is located. The purpose of the City retaining the final plat of the Property as provided herein is to guarantee the Developer's obligations under the CFA are completed. City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 2 of 17 7. Construction Contracts. Developer agrees to include in each Construction contract that it enters into for the completion of the Community Facilities the following: A. A statement that the City is not holding any security to guarantee any payment for work performed on the Community Facilities; B. A statement that the Property is private property and that same may be subject to mechanic's and materialman's liens; C. A requirement that each contractor contracting with the Developer release the City from any claim that is related to the Property; and D. A requirement that each contractor contracting with the Developer include in each subcontract the statements contained in (a), (b) and(c) above. 8. Miscellaneous. A. Non-Assignment of Agreement. This Agreement may not be assigned by any of the Parties without the prior written consent of all the other Parties. B. Notice. Any notice required or permitted to be delivered under this Agreement shall be deemed received on actual receipt by the appropriate party at the following addresses: (i) Notice to the City shall be addressed and delivered as follows: City of Fort Worth Planning&Development Department 200 Texas Street Fort Worth, Texas 76102 Attention: CFA Division Janie Morales, Development Manager Email: Janie.Morales@fortworthtexas.gov Confirmation Number: 817-392-7810 and/or CFA Division Email: CFA(ibfortworthtexas.gov Confirmation Number: 817-392-2025 With a copy thereof addressed and delivered as follows: City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 JLE CFA Official Release Date: 07.01.2015 Page 3 of 17 City of Fort Worth 200 Texas Street Fort Worth, Texas 76102 Attention: Richard A. McCracken Assistant City Attorney Confirmation Number: 817-392-7611 (ii) Notice to the Developer shall be addressed and delivered as follows: Quail Valley Devco II, LLC 8401 N. Central Expressway Suite 350 Dallas, Texas 75225 A party may change its address for notice upon prior written notice to the other parties pursuant to the terms hereof. C. Texas Law to Apply. This Agreement shall be construed under and in accordance with the laws of the State of Texas. D. Parties Bound. This Agreement shall be binding upon and inure to the benefit of the Parties and their respective legal representatives, successors and assigns. E. Legal Construction. In case any one or more of the provisions contained in this Agreement shall for any reason is held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision of this Agreement, and this Agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in this Agreement. F. Prior Agreements Superseded. This Agreement constitutes the sole and only agreement of the Parties with respect to the subject matter hereof and supersedes any prior understandings or written or oral agreements among the Parties concerning the subject matter hereof. G. Amendment. This Agreement may only be amended by a written instrument executed by all of the Parties to this Agreement. City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 JLE CFA Official Release Date: 07.01.2015 Page 4 of 17 H. Headings. The headings that are used in this Agreement are used for reference and convenience purposes only and do not constitute substantive matters to be considered in construing the terms and provisions of this Agreement. (REMAINDER OF PAGE INTENTIONALLY LEFT BLANK) City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 5 of 17 Executed in quadruplicate in each entity's respective name by its duly authorized signatories effective as of the date executed by the City's City Manager or his/her designee. CITY OF FORT WORTH: DEVELOPER: Quail Valley Devco II, LLC Oana r o rr Dana Rurghdoff(reb 6,2020) /On Dana Burghdoff Tony Ruggeri tM 5,2020) Interim Assistant City Manager Name: Tony Ruggeri Title: Co-CEO Date: Feb 6,2020 Date: Feb 5,2020 Approved as to Form &Legality: RzMl d A. Ac4atzs , Richard A.McCracken(Feb 5,2020) Richard A. McCracken Assistant City Attorney QRT,(� •y ATTEST: �:�� '• i " Contract Compliance Manager By signing I acknowledge that I am the f person responsible 1.4 Mary J.Kyser(Feb 6,1 0) ���� T'•'•'•'�., ,.•'••' GJ for the monitoring and administration of this Mary J. Kayser contract, including City Secretary ensuring all performance and report M&C: requirements. Ly2G k VmEk,�f 0`I&AWO Date: Feb 6,2020 Evelyn Orbertson behalf of(Feb 5,2020) Janie S.Morales Development Manager City of Fort Worth, Texas Standard Completion Agreement—Self-Funded Revised 09.07.2017 JLE CFA Official Release Date: 07.01.2015 Page 6 of 17 OFFICIAL RECUR CITE'SECRETARY p LIST OF EXHIBITS ATTACHMENT "I"-CHANGES TO STANDARD AGREEMENT EXHIBIT A - LEGAL DESCRIPTION EXHIBIT B - APPROVED BUDGET City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 JLE CFA Official Release Date: 07.01.2015 Page 7 of 17 ATTACHMENT "1" Changes to Standard Agreement Self-Funded Completion Agreement None. City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 JLE CFA Official Release Date: 07.01.2015 Page 8 of 17 EXHIBIT A LEGAL DESCRIPTION OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF PARKER TRACT 1: WHEREAS, Walsh Ranches Limited Partnership is the owner of a tract of land situated in the International &Great Northern R.R. Co. Survey, Abstract No. 1996, Parker County, Texas, and being a portion of a tract of land as described in deed to Walsh Ranches Limited Partnership, a Texas Limited Partnership having a General Partner named Walsh North Star Company, a Texas corporation as recorded in Volume 1699, Page 1765 of the Deed Records of Parker County, Texas (D.R.P.C.T.), and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found with cap stamped"DUNAWAY ASSOC. LP" at the west most northwest corner of Lot 8 POS*, Block AJ, as shown on the final plat of WALSH RANCH, QUAIL VALLEY, Lots 1 thru 18, Lots 20 thru 33, Lot 19 POS*, Block A, Lots 1 thru 16, Block B, Lots 1 thru 16, Block C, Lots 1 thru 10, Block D, Lots 1 thru 7, Lot 8 POS*, Block E, Lots 5 thru 14, Block F, Lots 2 thru 14, Lots 16 thru 20, Lot 15 POS*, Block G, Lots 1 thru 4, Lots 6 thru 40, Lot 5 POS*, Block H, Lots 1 thru 6, Lots 8 thru 13, Lots 15 thru 23, Lot 7 POS*, Lot 14 POS*, Block J, Lots 1 thru 4, Lots 6 thru 14, Lot 5 POS*, Block K, Lots 1 thru 14, Lots 16 thru 21, Lots 23 thru 34, Lot 15 POS*, Lot 22 POS*, Block L, Lots 8 thru 10, Block M, Lots 4 thru 7, Lots 9 thru 27, Lot 8 POS*, Block R, Lots 2 thru 25, Lot 1 POS*, Block S, Lot 1 POS*, Block T, Lots 1 thru 3, Lots 5 thru 20, Lot 4 POS*, Block U, Lots 1 thru 6, Lots 8 thru 22, Lot 7 POS* Block V, Lots 1 thru 8, Block W, Lots 1 thru 13, Block X, Lots 1 thru 7, Lots 9 thru 23, Lot 8 POS*, Block Y, Lots 1 thru 18, Block Z, Lots 1 thru 8, Block AA, Lots 7 thru 16, Block AB, Lots 1 thru 13, Block AC, Lots 1 thru 8, Block AD, Lot 1 POS*, Block AE, Lots 1 thru 8, Block AF, Lots 1 thru 3, Lots 5 thru 12, Lot 4 POS*, Block AG, Lots 1 thru 15, Lots 17 thru 33, Lot 16 POS*, Block AH, Lots 1 thru 7, Lots 9 thru 28, Lot 8 POS*, Block AJ, Lot 1 POS*, Block AL, Lot 1 POS*, Block AM, Lot 1 POS*, Block AN, Lot 1 POS*, Block AP, Lot 1 POS*, Block AQ, Lot 1 POS*, Block AR, an addition to the City of Fort Worth, Parker County, Texas, as recorded in Cabinet D, Slide 774 of the Plat Records of Parker County, Texas (P.R.P.C.T.) THENCE, along the westerly lines of Lot 8 POS*, Block AJ of aforesaid pl at the following courses: South 00 degrees 22 minutes 50 seconds East, a distance of 153.57 feet to a 5/8 inch iron rod found with plastic cap stamped"Huitt-Zollars", and being the beginning of a curve to the right having a central angle of 18 degrees 53 minutes 19 seconds, a radius of 100.00 feet, subtended by a 32.82 foot chord which bears South 09 degrees 03 minutes 49 seconds West; City of Fort Worth, Texas Standard Completion Agreement- Self-Funded Revised 09.07.2017 JLE CFA Official Release Date: 07.01.2015 Page 9 of 17 Along said curve to the right an arc distance of 32.97 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars", and being the beginning of a reverse curve to the left having a central angle of 32 degrees 55 minutes 14 seconds, a radius of 100.00 feet, subtended by a 56.67 foot chord which bears South 02 degrees 02 minutes 52 seconds West; Along said curve to the left an arc distance of 57.46 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 14 degrees 24 minutes 45 seconds East, a distance of 29.16 feet to a 5/8 inch iron rod found with plastic cap stamped"Huitt-Zollars", and being the beginning of a curve to the right having a central angle of 46 degrees 54 minutes 26 seconds, a radius of 100.00 feet, subtended by a 79.60 foot chord which bears South 09 degrees 02 minutes 28 seconds West; Along said curve to the right an arc distance of 81.87 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 32 degrees 29 minutes 42 seconds West, a distance of 36.65 feet to a 5/8 inch iron rod found with plastic cap stamped"Huitt-Zollars", and being the beginning of a curve to the left having a central angle of 54 degrees 59 minutes 15 seconds, a radius of 100.00 feet, subtended by a 92.33 foot chord which bears South 05 degrees 00 minutes 04 seconds West; Along said curve to the left an arc distance of 95.97 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars", and being the beginning of a reverse curve to the right having a central angle of 50 degrees 57 minutes 11 seconds, a radius of 250.00 feet, subtended by a 215.07 foot chord which bears South 02 degrees 59 minutes 02 seconds West; Along said curve to the right an arc distance of 222.33 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars", and being the beginning of a reverse curve to the left having a central angle of 08 degrees 22 minutes 10 seconds, a radius of 200.00 feet, subtended by a 29.19 foot chord which bears South 24 degrees 16 minutes 33 seconds West; Along said curve to the left an arc distance of 29.22 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 20 degrees 05 minutes 28 seconds West, a distance of 70.49 feet to a 5/8 inch iron rod found with plastic cap stamped"Huitt-Zollars", and being the beginning of a curve to the left having a central angle of 39 degrees 02 minutes 19 seconds, a radius of 100.00 feet, subtended by a 66.82 foot chord which bears South 00 degrees 34 minutes 18 seconds West; Along said curve to the left an arc distance of 68.14 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 18 degrees 56 minutes 51 seconds East, a distance of 11.89 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a curve to the right having a City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 10 of 17 central angle of 36 degrees 11 minutes 43 seconds, a radius of 100.00 feet, subtended by a 62.13 foot chord which bears South 00 degrees 51 minutes 00 seconds East; Along said curve to the right an arc distance of 63.17 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars"; South 17 degrees 14 minutes 52 seconds West, a distance of 132.30 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, departing the westerly line of Lot 8 POS*, Block AJ, over and across a portion of land described to Walsh Ranches Limited Partnership the following courses: North 72 degrees 45 minutes 08 seconds West, a distance of 101.67 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 84 degrees 33 minutes 38 seconds West, a distance of 125.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 00 degrees 06 minutes 34 seconds, a radius of 1526.00 feet, subtended by a 2.91 foot chord which bears North 05 degrees 23 minutes 05 seconds East; Along said curve to the left an arc distance of 2.91 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 84 degrees 40 minutes 12 seconds West, a distance of 52.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 87 degrees 18 minutes 40 seconds West, a distance of 73.84 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 89 degrees 12 minutes 24 seconds West, a distance of 59.55 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 86 degrees 20 minutes 42 seconds West, a distance of 58.25 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 81 degrees 35 minutes 47 seconds West, a distance of 58.25 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 75 degrees 00 minutes 00 seconds West, a distance of 126.43 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 15 degrees 00 minutes 00 seconds East, a distance of 12.42 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 11 of 17 South 75 degrees 00 minutes 00 seconds West, a distance of 71.42 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 60 degrees 04 minutes 37 seconds West, a distance of 148.62 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 54 degrees 04 minutes 57 seconds West, a distance of 183.23 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 70 degrees 57 minutes 06 seconds, a radius of 68.00 feet, subtended by a 78.93 foot chord which bears North 70 degrees 59 minutes 55 seconds West; Along said curve to the left an arc distance of 84.21 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a reverse curve to the right having a central angle of 04 degrees 03 minutes 23 seconds, a radius of 1549.00 feet, subtended by a 109.64 foot chord which bears South 75 degrees 33 minutes 14 seconds West; Along said curve to the right an arc distance of 109.67 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 12 degrees 25 minutes 04 seconds East, a distance of 16.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 00 degrees 34 minutes 05 seconds, a radius of 1565.00 feet, subtended by a 15.51 foot chord which bears North 77 degrees 17 minutes 53 seconds East; Along said curve to the left an arc distance of 15.51 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 46 degrees 01 minute 26 seconds East, a distance of 38.61 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 10 degrees 48 minutes 02 seconds West, a distance of 41.67 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 55 degrees 21 minutes 47 seconds West, a distance of 35.62 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 00 degrees 11 minutes 48 seconds, a radius of 1343.00 feet, subtended by a 4.61 foot chord which bears North 80 degrees 42 minutes 21 seconds West; Along said curve to the left an arc distance of 4.61 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 09 degrees 11 minutes 45 seconds West, a distance of 16.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the right having a central angle of 01 degree 16 minutes 44 seconds, a radius of 1327.00 feet, subtended by a 29.62 foot chord which bears South 80 degrees 09 minutes 53 seconds East; City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 12 of 17 Along said curve to the right an arc distance of 29.62 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 10 degrees 28 minutes 29 seconds West, a distance of 120.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 04 degrees 23 minutes 21 seconds, a radius of 1207.00 feet, subtended by a 92.44 foot chord which bears North 81 degrees 43 minutes 12 seconds West; Along said curve to the left an arc distance of 92.46 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 00 degrees 11 minutes 22 seconds, a radius of 1216.00 feet, subtended by a 4.02 foot chord which bears North 00 degrees 31 minutes 21 seconds East; Along said curve to the left an arc distance of 4.02 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 89 degrees 34 minutes 20 seconds West, a distance of 52.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 03 degrees 02 minutes 09 seconds West, a distance of 140.64 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 02 degrees 05 minutes 06 seconds, a radius of 4477.00 feet, subtended by a 162.91 foot chord which bears North 07 degrees 32 minutes 31 seconds West; Along said curve to the left an arc distance of 162.92 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 52 degrees 49 minutes 02 seconds West, a distance of 21.53 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the right having a central angle of 11 degrees 02 minutes 09 seconds, a radius of 1568.00 feet, subtended by a 301.55 foot chord which bears South 88 degrees 50 minutes 17 seconds West; Along said curve to the right an arc distance of 302.01 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 04 degrees 21 minutes 21 seconds East, a distance of 52.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 00 degrees 45 minutes 21 seconds, a radius of 1516.00 feet, subtended by a 20.00 foot chord which bears South 86 degrees 01 minute 19 seconds East; Along said curve to the left an arc distance of 20.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 13 of 17 North 03 degrees 36 minutes 00 seconds East, a distance of 120.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 87 degrees 33 minutes 14 seconds West, a distance of 8.40 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 03 degrees 54 minutes 39 seconds East, a distance of 120.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the right having a central angle of 01 degree 37 minutes 32 seconds, a radius of 1276.00 feet, subtended by a 36.20 foot chord which bears North 85 degrees 16 minutes 35 seconds West; Along said curve to the right an arc distance of 36.20 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 05 degrees 32 minutes 10 seconds East, a distance of 52.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 00 degrees 56 minutes 10 seconds, a radius of 1224.00 feet, subtended by a 20.00 foot chord which bears South 84 degrees 55 minutes 55 seconds East; Along said curve to the left an arc distance of 20.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 04 degrees 36 minutes 00 seconds East, a distance of 120.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 38 degrees 42 minutes 00 seconds East, a distance of 65.93 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 51 degrees 18 minutes 00 seconds West, a distance of 11.93 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 38 degrees 42 minutes 00 seconds East, a distance of 90.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 04 degrees 15 minutes 00 seconds West, a distance of 328.68 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the left having a central angle of 02 degrees 16 minutes 16 seconds, a radius of 848.00 feet, subtended by a 33.61 foot chord which bears South 84 degrees 08 minutes 40 seconds West; Along said curve to the left an arc distance of 33.61 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 06 degrees 59 minutes 29 seconds West, a distance of 52.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 14 of 17 right having a central angle of 01 degree 21 minutes 05 seconds, a radius of 900.00 feet, subtended by a 21.23 foot chord which bears North 83 degrees 41 minutes 04 seconds East; Along said curve to the right an arc distance of 21.23 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 05 degrees 38 minutes 24 seconds West, a distance of 78.47 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 02 degrees 30 minutes 00 seconds West, a distance of 180.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 04 degrees 39 minutes 17 seconds West, a distance of 128.37 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars", and being the beginning of a non-tangent curve to the right having a central angle of 00 degrees 41 minutes 46 seconds, a radius of 1786.00 feet, subtended by a 21.70 foot chord which bears North 85 degrees 41 minutes 36 seconds East; Along said curve to the right an arc distance of 21.70 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 04 degrees 48 minutes 00 seconds West, a distance of 123.63 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 01 degree 11 minutes 54 seconds West, a distance of 44.83 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 88 degrees 23 minutes 39 seconds East, a distance of 851.45 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 89 degrees 27 minutes 38 seconds East, a distance of 477.65 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 03 degrees 41 minutes 11 seconds East, a distance of 394.47 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 89 degrees 37 minutes 10 seconds East, a distance of 357.73 feet to the POINT OF BEGINNING and CONTAINING 55.07 Acres of land, more or less. City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 15 of 17 City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 16 of 17 EXHIBIT B APPROVED BUDGET Section I Water $825,319.50 Sewer $668,744.50 Sub-total $1,494,064.00 Section II Interior Streets $1,612,358.00 Storm Drains $866,358.00 Sub-total $25478,716.00 Section III Street Lights $547,766.00 Sub-total $547,766.00 TOTAL $4,520,546.00 City of Fort Worth, Texas Standard Completion Agreement— Self-Funded Revised 09.07.2017 ME CFA Official Release Date: 07.01.2015 Page 17 of 17