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Home My WebLink AboutContract 35479 COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No.�q WHEREAS, Av / d---Ti hereinafter called "Developer", desires to make certain improvements to Marine Creek Ranch Section 5&6, an addition to the City of Fort Worth, Texas; and WHEREAS, the said Developer has requested the City of Fort Worth, a municipal corporation of Tarrant, Denton and Wise Counties, Texas,hereinafter called"City",to do certain work in connection with said improvements. NOW, THEREFORE, KNOW ALL BY THESE PRESENTS: For and in consideration of the covenants and conditions contained herein, the City and the Developer do hereby agree as follows: I. 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 and subsequently amended, is hereby incorporated into this Community Facilities 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. B. The requirements of the Policy shall govern this Community Facilities Agreement, provided, however, that any conflict between the terms of this Community Facilities Agreement and the Policy shall be resolved in favor of this Agreement. C. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy. D. Developer acknowledges that there shall be no reduction in the amount of financial security prior to project completion and acceptance by the City. Marine Creek Ranch Section 5&6 1 CFA 2007049 �J�tA 061307 E. The Developer shall award all contracts for the construction of community facilities in accordance with Section II, paragraph 7 of the Policy. F. The contracts for the construction of the public infrastructure shall be administered in conformance with paragraph 8, Section II, of the Policy. G. 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. H. Developer shall install or adjust all of the required utilities to serve the development or to construct the improvements required herein. I. In the event that City participation exceeds $25,000, Developer agrees that no street construction or storm drainage will begin prior to City Council approval of this Community Facilities Agreement. (Article 104.100, Ordinance 7234). J. Developer agrees that no lot shall be occupied under a certificate of occupancy until the improvements required herein have been constructed (Article 104.100, Ordinance 7234). Marine Creek Ranch Section 5&6 2 CFA 2007049 061307 K. Developer hereby releases and agrees to indemnify and hold the City harmless for any inadequacies in the preliminary plans, specifications and cost estimates supplied by the Developer for this contract. L. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer required to construct current and future improvements provided for in this agreement. M. Developer agrees to construct proposed improvements as shown on the exhibits attached hereto. The following exhibits are made a part hereof: Water (A)None; Sewer (A-1) None; Paving (B)Attached Storm Drain(B-1)Attached; Street Lights and Signs (C)Attached.. N. City shall not be responsible for any costs that may be incurred by Developer in the relocation of any utilities that are or may be in conflict with any of the community facilities to be installed hereunder. II. Street and Storm Drain Facilities A. The Developer(s) agree to install or to cause to have installed, the street, storm drainage, street lighting, street name sign and other community facilities improvements shown as "current improvements" on the attached Exhibits B, B 1 and C. B. As shown below in the "Summary of Cost for Street and Storm Drain Facilities", the Developer shall fund its share of "current improvements" and shall pay to the City for its share of the cost of street, storm drainage, street lighting, street name signs as shown on the attached Exhibits B, B 1, and C. The estimated total cost of current improvements and related support services specified in this agreement, including design, construction and inspection is estimated to $ 2,388,044.67. Marine Creek Ranch Section 5&6 3 CFA 2007049 06 1307 SUMMARY OF COST MARINE CREEK RANCH SECTION 5&6 Item Developer I City Cost Total Cost Cost J A. Construction $ - 1. Streets $1,286,768.80 1,286,768.80 2. Storm Drainage $842,636.55 842,636.55 3. Street Lights $127,200.00 127,200.00 4. Street Name Signs $3,675.00 3,675.00 B. Engineering Design $C. Construction Engineering and Management by DOE $ $ 4% 85,176.21 85,176.21 D. Materials Testing by DOE $ $ 2% 42,588.11 42,588.11 TOTALS 2,388,044.67 $ - 2,388,044.67 Notes: 1. All Preliminary Plats filed after July 2000 will require sidewalks on all streets. 2. Developer's column for Item C represents four percent(4%) cost for construction inspection fees. The City will pay additional inspection fee over 4%. 3. City not preparing plans and specifications. 4. Developer's column for Item D represents two percent (2%)of paving and storm drain costs for materials testing. Marine Creek Ranch Section 5&6 4 CFA 2007049 06 13 07 IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be executed in triplicate in its name and on its behalf by its Assistant City Manager, attested by its City Secretary, with the corporate seal of the City affixed, and said Developer has executed this instrument in triplicate, at Fort Worth,Texas this then'day of �'� , 2007. Approval Recommended: Transportation and Public Works Department G Robert o e, P. E. Director Ci of Irt h A Ott NO M&C REQUIRED Assistant City Manager ATTEST: P-(\ Marty Hendrix City Secretary Appro s to Form: Issis y A orney ATTEST: DEVELOPER vt By: Co rate Secretary �e.rez.o-/ �zT.✓�.` Marine Creek Ranch Section 5&6 5 CFA 2007049 N� �i �U`19 06 13 07 a b�'✓U 9 G1 v r OFFICE: GILCO CONTRACTING , INC. FAX: (817) 735-1600 6331 SOUTHWEST BOULEVARD (817)735-1613 SEN$ROOK, TEXAS 76132 PROPOSAL PROJECT: MARINE CREEK RANCH,SECTIONS ,5&6 OWNER: M&C Development,LTD. 610 DATE: April 11,200T ITEM NO I DESCRIPTION UNITI QUANTITY UNIT PRICE TOTAL BID Paving-secSons 5&6 1 8"-3500 psi reinforced concrete street pavement SY 11,496 $25.30 $290,848.80 with 7"integral crab 2 6"-3000 psi reinforced concrete street pavement $Y 30,492 $22.15 $675,397.80 with T integral curb 3 2"Type D on 4"Type B HMlAC asphaltpavwmR"t SY 532 $2500 $13,300.00 4 8"lime stabilized subgrade SY 12,302 $1.40 $17,222.80 5 .6"lime stabilized subgrade SY 33,191 $1.40 $46,467.40 6 Hydrated lime material @ 341bs/SY TON B42 $105.00 $88,410,00 7 Concrete sheet header LF 210 $6.00 $1,260,00 8 6"Asphalt curb LF 260 $15.50 $4,030.00 9 Street barricade LF 203 $50.00 $10,150.00 10 Sawcut,remove and dspose of existing asphalt pavement LF 110 $10.00 $1,100.00 11 Connect to existing concrete pavement LF 62 $5.00 $310.00 12 Connect to existing asphalt pavement LF 110 $5.00 $550.00 13 4"- 3000 psi(4'►aide)reinforced corn-ele sYdewalk SF 24,380 $3.15 $76,797.00 14 Barrier free ramps per City standards EA 28 $600.00 $16,600,00 15 4"Schedule 40 PVC conduit LF 160 $16.00 $2.560.00 16 3"-5"rock rip-rap SY 200 $85.00 $17,000.00 17 Remove and dispose existing concrete curb LF 88 $10.00 $880.00 18 Remove and dispose of existing guardrail LS 1 $400,00 $400.00 19 Remove and dispose of existing sign LS 1 $100.00 $100.00 20 Remove and dispose of existing barricade LS 1 $250.00 $250.00 21 Remove and dispose of existing concrete flume LS 1 W-00 $500.00 22 White thermoplastic stcp line per City standards LS 1 $185.00 $185.00 23 Arrow lane markers per City standards LS 1 $595,00 $595.00 24 Yellow transition lines with(Type Y-4&Type 11--AA-4)buttons LS 1 $385,00 $385,00 per City standards 25 Yellow(Type Y-4&Type li-AA-4)center line buttons per City LS 1 $4,640.00 $4,640.00 standards 26 White(Type V,-4)edge line buttons per City standards i LS 1; $500.00 OFFICE: GILCO CONTRACTING , INC. FAX (817)735-1600 6331 SOUTHWEST BOULEVARD (817)735-1613 BENBROOK,TEXAS 76132 PROPOSAL PROJECT: MARINE CREEK RANCH,SECTIONS-,5&6 OWNER: M&C Development,LTD. BiD DATE: April i 1,2007 ITEM NO UNiT QUANTITY UNIT PRICE TOTAL BID 27 White(Type WA&Type I-CRA)channe)iang buttons per City LS 1 $165,00 $165.00 standards 28 Individual lane(Type WA&type I-CR-4)buttons per City LS 1 $465.00 $465.00 standards 29 Traffic control and barricactng during construction LS 1 Won $500.00 30 . Maintenance bonds for paving improvements per City of Fat Worth LS 1 $15,000,00 $15,000.00 requirements 31 Payment and Performance bonds for paving improvements LS 4 Included Included Sections 5&B$ubtiotaf i,28t3,788.80 QUALIFICATIONS AND/OR EXCLUSIONS: 1. Gilco's bid Is based on one move-in for all worts quoted in this proposal. 2- Gilco does not include bonds,testing,staking,layout,AGC dues,permit fees,inspection lees, seeding,sodding,hydrornulching,erosion control devices,pavement markings,electrical or irrigation conduits,sieeves,or street signs. I Gilco does not Include sales taxes on materials incorporated into this project. 4. Gilco will accept subgrade at plus or minus one tenth of a toot w)th respect to plan grades. 5. Gilco does not include dean-up of paraways,etc,efter franchise utility companies. 6. This proposal shall remain good for 15 days.These prices are based upon this work being pertohned within 6 months of the bid date.Should the project be delayed longer Than 6 months for any reason,then Giloo reserves the right to re-negotiate the unit prices due to the large fluctuations in material prices caused by the volatile prices of fuel. 7. Gi)co will submit monthly pay applications for work complete though the end of the month.Payment shall be due on the loth of the following month. 8. Gilco reserves the right to approve Owners cradrt prior to executing an agreement 9. It is the intent of this proposal Mat.that art monies due Gllco,including final retainage,will be paid within 30 days of City acceptance of the project Any stoppage of work more than 30 days not directly attributable to Gtico•mil be cause for immediate payment of all retainage and any other amounts which arse owed at that time. Page 3 of 4 OFFICE: GILCO CONTRACT -ING , INC. FAX: (617)735-1600 6331 SOUTHWEST BOULEVARD (817) 735-1613 BEa1BROOI,TEXAS 76132 PROPOSAL PROJECT: MARINE CREEK RANCH,SECTIONS 5&6 OWNER: M&C Development.LTD_ BID DATE: April 11,2007 ITEM NO UNIT I QUANTITY UNIT PRICE TOTAL BID QUALIFICATIONS ANDIOR EXCLUSIONS continued-- 10. Owner to provide adequate clearing to property construct streets full-width utiTdng a slip form paver, concrete belt placer and concrete haul trucks. 11. Gilco does not include the cost of exposing or relocating franchise utilities. 12,Gilco does not include design,implernentation,or operating a storm water pollution prevention plan. 13. Gilco does not include relocating or installing a construction entrance.if Gilco is required to relocate or install a construction entrance,a ct mrge ruf$1,506.W per each shall be applied. 14.Gilco's bid is based on Owner providing m bgrade that is suitable for time slaNlization.Any rock encountered shall be rmdercut and replaced with suitable material.This applies to street and/or alley subgrade and parkway areas. if required, Gilco can perform this work an an hourly basis. 15.Gilco does not include sulfate treatment. If sulfate's are encountered then Gilco will price according to the City or Lab requirements for Sulfate Treatment_ 16.Citca's constrtrnticn schedule is subject to the availability of local raw materials a11he time of construclion. 17, Owner to provide an o"te suitable location for Gilco to erect and operate a portable concrete batch plant 18. Gilco will complete this project within 601MDRKING days. Sincerely, GILCO CONTRAC Charles A M ney EstimatorlCo cts Page 4 of 4 05/31/2007 16:03 FAX 3722883178 002/003 ! f www_Fou rOConetruction.co m May 31,2007 Randy Lockhart M &C Development,LTD. 3825 Camp Bowie Boulevard Fort Worth,Texas 76107 RE: Marine Creek Ranch—Sections 5&6 Change Order#1 Dear Randy Lockhart: Below is a list of materials and services that will be necessary to complete the respective projects,including our bid to complete the work. uantit Un�t Description Unit Price Ext. 92 LF 48"Class III RCP $128.00 $11,776.00 1 EA 2 V X 20' Concrete Apron $3,915 $3,915.00 1 EA 48"6:1 SETP-PD Headwall $4,500.00 S4,500.00 1 EA 12' X 70' 7:1 .Access Ramp $6,250.00 $6,250.00 92 LF Trench Safety $0.10 $9.20 92 LF Testing $0.10 $9.20 TOTAL $26,459.40 Thank you, J. J.Daniels Executive VP JJD Authorization to Proceed: 11200 Old Seagoville Rd. a Balch Springs, TX 75180 Phone 972.28e-0094 0 Fax 972-286-9178 11200 Old Seagoville Road Balch Springs,TX 75180 Phone: (972)286-0094 FAX: (972)286-9178 viww.F o u rOCoitptnactio n,00m Date: 4/12/2007 To: Randy Lockhart M&C Development, LTD. 3825 Camp Bowie Boulevard Fort Worth,Texas 76107 Project: Marine Creek Ranch-Sections ,5&6 Location: Fort Worth,Texas Four D Construction,Inc.is pleased to provide a quote for the above referenced project.Please review the following bid items and associated costs.This quote is based on plans provided by: Jones&Boyd,Inc. BID ITEM ITEM DESCRIPTION CITY UofM UNIT PRICE EXTENDED PRICE MARINE CREEK RANCH-SECTIONS 5&6 — QaA'11U•4S-eJ 41 (5)-10'X 6'RCB 106 LF $1,412.25 $149,698.50 42 (3)-42"CLASS III RCP 113 LF $303.45 $34,289.85 43 42"CLASS III RCP 70 LF $102.a5 $7,199.50 44 36"CLASS III RCP 724 LF $76.20 $55.168.80 45 30"CLASS III RCP 406 LF $57.25 $23,243.50 46 24"CLASS III RCP 2635 LF $42.75 $112,689.00 47 21"CLASS III RCP 678 LF $36.50 $24,747.00 48 10'RECESSED CURB INLET 7 EA $2,615.00 $18,305.00 49 10'STD.CURB INLET 26 EA $2,475.00 $64.350.00 50 4'X 4'STORM MANHOLE 5 EA $2,102.00 $10,510.00 51 (5)-10'X 6'TXDOT PW HEADWALL 2 EA $40,664.00 $81,328.00 52 (3)-42"TYPE A HEADWALL 2 EA $13,100.00 $26,200.00 53 TYPE A HEADWALL(42"&30") 2 EA $6,850.00 $13,700.00 54 30"TYPE B HEADWALL 1 EA $1,646.00 $1,646.00 55 TXDOT PR-1'PEDESTRIAN HANDRAIL 300 LF $74.00 $22,200.00 56 12"ROCK GABION MATTRESS 740 . CY $166.00 $122,840:00 57 X X T ROCK GABION BASKETS 55 CY $152.00 $8,360.00 58 18"ROCK RIP RAP 428 SY $54.00 $23,112.00 59 12"ROCK RIP RAP 280 SY $47.00 $13,160.00 60 INLET EROSION PROTECTION(2 STAGES) 33 EA $75.00 $2,475.00 61 TRENCH SAFETY 4775 LF $0.10 $477.50 62 TESTING AS REQUIRED 4775 LF $0.10 $477.50 SUB-TOTAL $816,177.15 1. Erosion control for stage one inlet protection(inlet bottoms only)is included and all other erosion control and maintenance by others. 2.All underground utility conflicts to be relocated by others. 3.Proposal based on utility work being installed prior to any new gas,electric,cable or other utilities. 4.Utility spoils will be stockpiled onsite at a location approved by owner. 5. Exclusions: a.Tree Protection and Clearing g.Construction Staking,Layout and Surveying b. Landscaping and Sprinklers h.Additional Mobilization c.Traffic Control i. Lab Cost and Water Meters d.Seeding,Sodding and Hydromulching j. Payment and Performance Bond e.Density and Soils Testing k.Sidewalk and Driveway Removal and Replacement f. Inspection Fees and Permits 6.Roadway sub-grade must be+/-0.20 of a foot prior to construction and will be returned to like condition upon completion. 7. Due to uncertain pipe prices,this pricing is valid for 21 days from date above. r Signed: III STREETLIGHTS I. STREETLIGHTS COST ESTIMATE: QUANTITY UNIT COST TOTAL COST INTERSECTIONS 12 EA $2,600 $31,200.00 MID-BLOCK RESIDENTIAL 10 EA $ 2,600 $26,000.00 CHANGE OF DIRECTION RESIDENTIAL 6 EA $ 2,600 $15,600.00 MID-BLOCK COLLECTOR 0 EA $ 2,600 $00,000.00 MID-BLOCK ARTERIAL 0 EA $ 3,200 $00,000.00 MID-BLOCK ARTERIAL MEDIAN 17 EA $ 3,200 $54,400.00 RELOCATE EXISTING LIGHT 0 EA $ 1,650 $00,000.00 Subtotal $127,200.00 City's Cost $00,000.00 Developer's Subtotal $00,000.00 4% Inspection fee $0,000.00 Project Total $00,000.00 Adjacent Developer's Cost $00.000.00 Developer's Cost $127,200.00 DEVELOPERS COST: $127,200.00 CFA CODE # 2007049 Marine Creek Ranch, Section 5, Section 6 Fort Worth,Texas May 4, 2007 PAGE 1 OF EXHIBIT "C" II. STREETLIGHTS WORK DESCRIPTION: 1. The Developer shall provide for the installation of streetlights at the approximate locations shown in exhibit "C", immediately after final acceptance of the street construction, in accordance with engineering plans and specifications approved by the Transportation and Public Works Department. 2. Streetlights on residential and/or collector streets can be installed using overhead or underground conductors with the approval of the director of transportation and Public Works. 3. The City of Fort Worth will install all the streetlights that use overhead or underground conductors on residential, and collector streets. The developer agrees to pay the City of Fort Worth the amount shown below prior to the City starting its design efforts, at the option of the developer and at their expense they may purchase the poles, fixtures, and mast arms from the City in order to assure compliance with city material standards 4. Street lights on arterial streets shall be installed with underground conductors 5. The developer agrees to dedicate all easements required for the installation and maintenance of the street lights and to provide for the installation of any electrical transformers required for the proper operations of the street light system 6. The estimated cost of this streetlight installation is detailed on page (1) of exhibit "C" and is summarized below. The streetlights will remain the property of, and will be maintained by the City of Fort Worth. DEVELOPERS COST: $127,200.00 May 4, 2007 CFA CODE # 2007049 Marine Creek Ranch, Section 5 & Section 6 PAGE 2 OF EXHIBIT "C" III. STREETLIGHTS LOCATIONS: INTERSECTIONS: Huffines Blvd & Diamond Valley Dr 1 Huffines Blvd & Central Hill Dr 1 Huffines Blvd & Sunrise Lake Dr 1 Spirit Lake Dr & Diamond Valley Dr 1 Pine Flat Ct & Sunrise Lake Dr 1 Sleepy Creek Lane & Sunrise Lake Dr_1 Wills Creek Lane & Sunrise Lake Dr 1 El Capitan St & Diamond Valley Dr 1 El Capitan St & Otter Lake Dr 1 El Capitan St & Central Hill Dr 1 El Capitan St & Sleepy Creek Lane 1 El Capitan St & Wills Creek Lane 1 MID — BLOCK: Central Hill Dr 3 Sleepy Creek Lane 3 Diamond Valley Dr 1 Otter Lake Dr 2 Wills Creek Lane 1 CHANGE — OF - DIRECTION Spirit Lake Dr 1 Spirit Lake Dr & Otter Lake Dr 1 Pine Flat Ct 1 Flaming Gorge Ct & El Capitan St 1 Flaming Gorge Ct 1 Deer Island Ct 1 MID — BLOCK ARTERIAL: Huffines Blvd 17 CFA CODE # 2007049 Marine Creek Ranch, Section 5 & Section 6 PAGE 3 OF EXHIBIT "C" ,ri1�1% �2G�OiIC�lll ",1 �JJ 6 V1:.V,� W'�1•:V0 IV STREET NAME SIGNS 1. The City of Fort Worth will install the street name signs upon final approval of the street construction. The street name signs will remain the property of, and will be maintained by, the City of Fort Worth. 2. The Developer will pay for the street name sign installations required for this development to the extent of $245.00 per intersection. This unit cost will be revised annually by the Department of Transportation and Public Works to reflect prevailing costs of materials and labor. 3. This development creates the following fifteen (15) intersections at a cost to the Developer of$3,675.00: Huffines Blvd & Sunrise Lake Dr Huffines Blvd & Center Hill Dr Huffines Blvd & Diamond Valley Dr Pine Flat Ct & Sunrise Lake Dr Sleepy Creek Lane & Sunrise Lake Dr Wills Creek Lane & Sunrise Lake Dr Spirit Lake Dr & Diamond Valley Dr Spirit Lake Dr & Otter Lake Dr El Capitan St & Flaming George Ct El Capitan St & Diamond Valley Dr El Capitan St & Otter Lake Dr El Capitan St & Center Hill Dr El Capitan St & Sleepy Creek Lane El Capitan St &Wills Creek Lane Wills Creek Lane & Deer Island Ct Marine Creek, Section 5 & 6 CFA code: 2007049 May 2, 2007 PAVING, DRAINAGE & UTILITY IMPROVEMENTS TO SERVE MARINE CREEK RANCH, SECTION 5 & 6 (D.O.E. NO. 5573) CROM E I E CREEK m U F- F- H Q Li O w m m O I 9�Z 3 F m c� F� TARRANT COUNTY JUNIOR COLLEGE lEni Mi NORTHWEST CAMPUS F eR��c f MARINE CREEK LAKE Jones & Boyd, Inc. 3601 N.E.Loop 820,Suite 102 Fort Worth,Texas 76137 Tel:817-847-8* Fax:817-847-9974 APRIL 19, 2007 — SHEET 1 REF. CASE No.: FP—007—007 FINAL PLAT MARINE CREEK RANCH BLOCK P, LOTS 1-54; BLOCK R, LOTS 1-28; BLOCK S, LOTS 1-23; BLOCK V, LOTS 1—28; BLOCK W, LOTS 1—27; BLOCK X, LOTS 1-12, 37-44; BLOCK Y, LOTS 1-11 191 LOTS 59.289 ACRES OUT OF THE JOSEPH BOWMAN SURVEY, ABST. No. 79 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS HAYDN CUTLER COMPANY OWNER 1320 S. University Drive, Suite 1015 (817) 336-2425 Fort Worth, Texas 76107 M & C DEVELOPMENT, LTD. DEVELOPER 1320 S. University Drive, Suite 1015 (817) 336-2425 Fort Worth, Texas 76107 JONES & BOYD, INC. SURVEYOR/ENGINEER 3601 NE Loop 820, Suite 102 (817) 847-8444 Fort Worth, Texas 76137 February 28, 2007 PHASE 1 SECTIONS 5 & 6 Jones & Boyd, Inc. 3601 N.E.Loop 820,Suite 102 Fort Worth,Texas 76137 Tel:817-847-8444 Fax:817-847-9974 APRIL 19, 2007 — SHEET 2 SCALE: 1"=500' MATCHLINE FI T SHEET t FIRST EE,T r 1 r ' (PAVING TORM DRAIN, & ST T LIGHTS) MATCHLINE L 7 `T j`1�`<�1 ti -THIRD- SHEET- — — — (SANITARY SEWER \ j J t_I1 LI 1 Li -L Ll & STORM DRAIN) - --T 1 j �` n T n T 17 T -� t- 9 -E-'r-'i ++4 } -L � FOURTH-- -- i (SAN1-TAR'Y _? & STORM ;IJFWN) Jones & Boyd, Inc. rN. ? 3601 N.E.Loop 820,Sufte 102 p r2 �foi�lS l�l� 1 Fort Worth,Texas 76137 �s( �``(li Tel:817-847-8444 Fax:817-847-9974 APRIL 19, 2007 - SHEET 3 SEE SHEET 12 SCALE: 1"=200' HAYCO REALTY,LTD. \ VOL 14192, PG e44 + 7 e A E_ d 13 m b F e m ti•: b 'e DRIVE SEE SHEET 12 FOR HUFFlNESj BOUI.EYARD TYPICAL8- ' -1 all !I ] HAYCO REALTY, LT A . `I✓ nd VOL 141RA PG 644 26 1 (----__ 27 - 36 1 e W V) ff cc 2Y B—B ° 6I §E E � mi a ,� TEMPORARY ASPHALT TRANSITION it n5 t 10 i zee 17 - ti V O / t u E $ 17 7e �. .r�.��odd \�� `•\ / /'" a ^jam 2" TY. 'D- HMAC ON X. " ` 4" lY. "B' NMAC ON PAVING � ] 6"UME STAB. SUBGRADE ° EXHIBIT V \ =]7 , 3 PAVING, DRAINAGE, & C* ' :` UTHM IMPROVEMENTS l e VE 75 MARINE CREEK RANCH, 29'e—B 9 \ 36 SECTION 5 & 5 27 J 10 Jones & Boyd, inc. " 3601 N.E.Loop 820,Sine 102 Fat Worth,Texas 76137 UARM CM MK RANCIL, \ Tel:817-847-8444 f aelcrwl+4-. Y 12 Fax 817-847-9974 APRIL 19, 2007 — SHEET 1 HAYCO MALTY. LTD. SCALE: 1"=200' VOL 14192,PG 544 as r 19 29 14 27 17 Z19 zwo 42 2, 16 22 23 5 Y fl k -Ni 7 / I 41 23 22 21 '3 47 uAgmamumm; 20 48 Swum 7. 0 17 Ld k 50 w m14 In 12 w LAj 39 20 53 k 21 22 0 23 34 j- 17 21 22 23 24 zi 11 29 44 dy 4*1 Fj-ji cc C 9 42 21 12 i 13 .4 'A 40 r -4 19 18 17 PAVING 39 EXHIBIT '13' MAMI CRV. 5m zu U—n PAVING, DRAINAGE, WAS I RM 38 UTILITY IMPROVEMENTS TO SERVE MARINE CREEK RANCH, 29'B—B— 31 SECTION 5 & 6 Jones & Boyd, Inc. 3601 N.E.Loop 820,Suite 102 -A. Fort Worth,Texas 76137 Furum Tel:817-847-8444 Fax 81 7-B47-9974 APRIL 19. 2007 - SHEET 11 i MARINE SCALE: 1"=200' VOL 190 40 HIGHLAND MEADOWS L LP. �j, WAR!"CHM HULS. wi 'a 1$ DOC. NO. =633MG VOL 955-196 PG. 63 2i o h I 3 Eon o 4 T in$Sriae 10 G lU ......... ... �• CRCf1WFLL MMINE CREpC ROAD m °a E Yy" 7 TY. '0' MAC ON }}4" TY. "B"kuAC ON Y6' UTAE STAB. SJ9CRADE I v n \ � IF( K 1 I C� d io.3 t311 u i i i • T �0 03 Ix VJ� HAYCO REALTY. LTA i j^ n Z I'1 VOL 14M. PG 644 W o W= t i Q Z (L HAYCO REALTY. LTD. VOL 141M PC 644 As Div n 1' zr B-B j r � i • PAVING EXHIBIT 'B' r PAVING, DRAINAGE, & + UTILITY IMPROVEMENTS TSERVE r MARINE CREEK RANCH, SECTION 5 & 6 Jones & Boyd, Inc. 3601 N.E.Loop 820,Suite 102 Fort Worth,Texas 76137 Tel:817-847-8g4%t. SEE SHEET 10 Far 817-847-9974 APRIL 19, 2007 — SHEET 1 L HAYCO RSALTY, LTD. VOL 14192. PG 844 7 SCALE: 1"=200' \ 8 6 9 5 1 � 10 o 3 2 12 0 21" RCP p1Dt VALLEY 15 ' DRIVE 21" RCP 21" RCP 21' RCP 1 30" RCP 24"2 RCP � t 2 3 HAYCO R.BALTY, LTD. 3 VOL 14192, PG 644 4 26 27 26 5 25 21" RC& 6 7 9 LEGEND t0 tt .� 10' RECESSED CURB INLET 12 W 24' CP Alt, \ Ld 10' CURB INLET 36' RCP / 6 \ N (UNLESS OTHERWISE INDICATED) 5 7 \ \ W ■ STORM SEWER MANHOLE W 4 N ROCK RIPRAP \\� 3 CONCRETE APRON 36" RCP 2 9 \ 21" RCP 20 t 10 19 \\\21" RCP le n 17 O 1 12 21" RCP t6 2 13 / 2 P i 24' 15 3 5 14 I 4 RCS 5 3 6' \ �\ 24" CP ` 23 \\ 7 ` 21' RCP 2 STORM DRAIN 1 ' ■ / �i I X e 25 24 EXHIBIT 'B-1' R / CHANNEL I + 26 UTILITYIMPROVEMENTS � 9 27 TO SERVE / 21 I , 10 MARINE CREEK RANCH, 24' RC SECTION 5 & 6 `` 30�1RCP � RA CH, , I\ I 30i2RCP 21' RCP 2 Jones & Boyd, Inc. sncnoll `' \ 3601 N.E.L 820, uite 102 Fort Worth Texas 76137 Tel:817-8474" SEE SHEET 15 Fax:817-847-9974 APRIL 19, 2007 — SHEET 1 • HAYCO REALTY. LTD. VOL 14192. PG 644 I° }� SCALE: 1'=200' i ! 31 3233 ( ' 1 % 34 1 30 35 36 37 r 38 O \ 1 i 29 39 / / I 26 •�Y '�' i1 is 27 40 16 (D �l 1 17 25 1 16 19 24 25 41 1 i \ 20 21" RCP J ' 42 — — 21 44 , t 22 23 4-1 6 t 7 45 6 24 9 CP i 23 10 4e 22 It 47 i . 21 1 x ,J 1/AlhNE CREEK RANCj,, `� 20 Q i J SECT90N 7� 1 J M ,9 ,f —r LEGEND 18 17 71. 42 -+— 10! RECESSED CURB INLET 7a. 16 W �R 15 S0 = 13 f M_� 14 ii !. '.4 10! CURB INLET N 14 51 — . -� _ (UNLESS OTHERWISE INDICATED) 15 24' RCP W t6 t STORM SEWER MANHOLE J, _ W 17 21` RCP 52 ' 1, N \ 1a O \ s t9 30- RCP ROCKRWRAP 20 53 O \ �q 21 22 i i CONCRETE APRON 23 21 22 4%r 54 `48- RCP -� IV INLET :- 23 �— 24 36"RCP 21 RCP 25 15'INLET 4 RCB 4{ \ 1 26 21' RCP 127 ACCESS jiAMP } 27 28 44 1 1 J 43 _j 7 6 21" RCP 9 I 42 I Wto }!1 I r — -- —� 22 „ .3 41 (D I I _ r 21 12 13 14 yFy s4 C 40 �? 20 19 t8 17 t6 24" RCP l� ' '— 15 + — — r I STORM DRAIN — , yARn1s RANCK WILD , SELTI631 DN 10 � _._ __ � EXHIBIT 'B-1' PAVING, DRAINAGE, & I CHANNEL ._._ rL UTILITY IMPROVEMENTS 37 I I TO SERVE 1 I i MARINE CREEK RANCH, 5 7 a 9 10 .11 21� RCP l t _ — —t 1, SECTION 5 & 6 J 1- RCP 30- RCP li 1 4 Jones & Boyd, Inc. 1 y��FUTM c RANCH. I j t` _ — 3601 N.E.Loop 820,Suite 102 i I —T 8EC110N a Fat Worth,Texas 76137 Tel:817-847-8444 SEE SHEET 15 Fax 817-847-9974 APRIL 19, 2007 — SHEET 14 ;EE. SHEET 13 SEE SHEET 14 SCALE: 1"=200' CHANNEL li-6711RE 3 x3 MAPM CREEK RANCK GABB)ON SECTION 8 BASKET 3'x3' -i GABBION _BASKET/ 3'.3' GABBION BASKET F-1 TEXAS ELECTRIC SERVICE CO. VOL 2200, PG. 309 RENO LEGEND MATTRESS 10' RECESSED CURB INLET 10* CURB INLET (UNLESS OTHERWISE INDICATED) u STORM SEWER MANHOLE ROCK RIPRAP 3.3' CONCRETE APRON GABBION BASKET to LLI w V) LLI Ld V) STORM DRAIN EXHIBIT 'B—l' PAVING, DRAINAGE, & UTILITY IMPROVEMENTS Cpm CK TO SERVE C A SL 2 MARINE CREEK RANCH, SECTION 5 & 6 Jones & Boyd, Inc. 3601 N.E.Loop 820,Sufte 102 Fort Worth,Texas 76137 Tel:817-847-8444 Fax:817-847-9974 APRIL 19, 2007 — SHEET 151 SCALE: 1"=200' MARWE CRM RANCH LEGEND 10' RECESSED CURB INLET U-) 0' CURB INLET Ld CUNLESS OTHERWSE INDICATED) T Ld :E STORM SEWER MANHOLE Lo LLJ ---- --- ROCK RIPRAP Lli V) CONCRETE APRON STORM DRAIN EXHIBIT I B-1 i PAVING, DRAINAGE, & UTIUTY IMPROVEMENTS TO SERVE MARINE GREEK RANCH, SECTION 5 & 6 Jones & Boyd, Inc. 3601 N.E.Loop 820,Suite 102 Fort Worth,Texas 76137 Tel:817-847-M4 Fax:817-847-9974 APRIL 19, 2007 — SHEET 161 ► H SCALE: 1"=200' VOLOL 388 198 C.. 40 40 HIGHLAND MEAMNS L LP. �' MARINE CREEK HIISS, 1 DOC. NO. D206334626 VOL 388-196 PG. 63 QY; c 0 0• CROMWELL MARINE CREEK ROAD !o 1 I I LEGEND HAYCO REALTY, LTD. -"- 10' RECESSED CURB INLET ' VOL 14192, PG 844 10' CURB INLET 01 (UNLESS OTHERWISE INDICATED) n STORM SEWER MANHOLE ROCK RIPRAP CONCRETE APRON HAYCO REALTY. LTD. \ VOL 14192, PG 644 21" RCP 0 24" RCP 4-42" RCP 24" RCP STORM DRAIN 21" RCP EXHIBIT 'B-1' PAVING, DRAINAGE, & UTILITY IMPROVEMENTS TO SERVE s MARINE CREEK RANCH, SECTION 5 & 6 Jones & Boyd, Inc. CREEK RANCH 3601 N.E..1,Loop 820,Suite 102 CAB. A SL 10188 Fort WA U I,Texas 76137 Tel:817-847-8444 SEE SHEET 15 Fax:817-847-9974 APRIL 19, 2007 — SHEET 17 HAYCO REALTY, LTD. VOL 14192, PG 644 7 SCALE: 1"=200' 6 6 5 Y 4 �1 10 O F- 3 $� 11 2 12 O ' ONDIVALLEY 13 DRIVE 4 1 2 2 I 3 3 CO REALTY. LTD.VOL 4 VOL 14192, PC 844 � � e 27 26 5 25 E . O 6 7 LEGEND 6 PROPOSED STREET LIGHT �F cll� 10 ^ (COLLECTOR AND LOCAL) O 11 -100 WATT HIGH PRESSURE SODIUM LUMINAIRE c / �.� \ 12 w -30' LIGHT STANDARD 6 (2 PROPOSED STREET LIGHT = 7 (ARTERIAL) 5 -200 WATT HIGH PRESSURE Ld SODIUM LUMINAIRE W -40' LIGHT STANDARD 4 U) 1 6 3 -! SICNBLADE 4t 2 y 20 1 10 19 18 11 17 0 12 16 LL/ 2 \ 13 / 15 3 5 4 14 �''►/,t, / /I 5 �A 3 f 6 �A\ CL` 2 27 STREET LIGHTING & ' STREET NAME SIGNS , 6 25 24 EXHIBIT 'C' 26 PAVING, DRAINAGE, & 9 27 UTILITY IMPROVEMENTS TO SERVE 10 MARINE CREEK RANCH, SECTION 5 & 6 MARINES RANCIL. -� 2 1 2 Jones & Boyd, Inc. SECTION 4 3601 N.E.Loop 820,Suite 102 Fort Worth,Texas 76137 Tel:817-847-8444 Fax:817-847-9974 APRIL 19, 2007 — SHEET 18 1 1 HAYCO REALTY. LTD. I I SCALE: 1"=200' VOL 1419Z PG 544 -- 1 3, 32 I / 7 33 34 r- 30 35 -- L 36 37 39 29 39 / 19 15 27 40 17 26 18 25 ai 19 24 20 _ 42 21 22 1 23 43 l 1 1 i 5 ' u 6 1 t as -- ` 24 9 10 s6 23 22 11 LEGEND 21 72 47 — � FUTURE` 13 MARINE CREEK RANC$i, ' PROPOSED STREET LIGHT 20 19 48 ' l ., 1 SECTION 7`• -� j (COLLECTOR AND LOCAL) Q —100 WATT HIGH PRESSURE N 1e § .L 1 tf SODIUM LUMINAIRE 17 a9 ^l —30'LIGHT STANDARD LLI 15 } ` 1 PROPOSED STREET LIGHT S0 1 `', (ARTERIAL) = 13 to —200 WATT HIGH PRESSURE V) to 51 i —� SODIUM LUMINAIRE ,s —40' LIGHT STANDARD Li 16 LLI 17 52 1e '� 'i t SIGNBLADE O ,9 20 51 21 O 22 23 1r y 21 � Sa ! "'- 22 23 — 1 1 2s 25 25 �1 i t v 2° sa 43 7 e 9 I ,2 _ H W 10 I -- 22 21 11 41 O - '— J F 12 13 to N STREET LIGHTING & "° STREET NAME SIGNS W� 20 19 le » ,6 ,5 39 L _ 1 — _ EXHIBIT 'C' MARINE CREEK RANCH. SECTION 10 — — —i PAVING, DRAINAGE, & — 3e UTILITY IMPROVEMENTS TO SERVE 37 j — — MARINE CREEK RANCH, O SECTION 5 & 6 5 ° Jones & Boyd, Inc. a 3 _ � �` 1 l ` —`' I 3601 N.E.Loop 820,Suite 102 Fort Worth,Texas 76137 M sEc riRA�ca I I �I , t _ — —} Tel:817-847-8444 —; , r— _ — J ;' ,_— —i Fax:817-847-9974 APRIL 19, 2007 — SHEET 19 MARINE C REEK Hais• SCALE: 1"=200' VOL 388 198 RG. 40 HIGHLAND MEADOWS L LP. MARINE CREEK HnIS. _ DOC. NO. D206334626 gg VOL 388-198 PG. 83 LS X x a O• CROMWELL MARINE CREEK ROAD 7T e I I I LEGEND PROPOSED STREET LIGHT (COLLECTOR AND LOCAL) HAYCO REALTY, LTD. —100 WATT HIGH PRESSURE I SODIUM LUMINAIRE VOL 14192, PG 644 —30' LIGHT STANDARD 01 PROPOSED STREET LIGHT (ARTERIAL) —20D WATT HIGH PRESSURE SODIUM LUMINAIRE —40' LIGHT STANDARD SIGNBLADE HAYCO REALTY. LTD. \ VOL 14192. PG 644 e i STREET LIGHTING & STREET NAME SIGNS EXHIBIT 'C' PAVING, DRAINAGE, & s UTILITY IMPROVEMENTS TO SERVE MARINE CREEK RANCH, \ \ SECTION 5 & 6 \ Jones & Boyd, Inc. CREEK RANCH 3601 N.E.Loop 820,Suite 102 CAB. A SL 10186 Fort Worth,Texas 76137 Tel:817-847-8444 SEE SHEET 18 Fax:817-847-9974 APRIL 19, 2007 — SHEET 2