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HomeMy WebLinkAboutContract 41856 (2)COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No. q I S-C WHEREAS, the undersigned Independent School District, "Developer" desires to make certain improvements (refer to the name of the project at the bottom of the page) an addition to the City of Fort Worth, Texas; and WHEREAS, the said Developer has requested the City of Fort Worth, a home -rule municipal corporation situated in Tarrant, Denton, Parker, and Wise Counties, Texas, hereinafter called "City", to do certain work in connection with said improvements. Developer: Name: Jon Graswich Title: Chief Financial Officer Company: Northwest Independent School District Project Name: Willow Springs Road & Mascot Boulevard Water, Paving, Storm Drain and Street Light Improvements Project Location: Streets: Willow Springs Rd. & Mascot Blvd. OFFICIAL RECORD CITY SECRETARY T. WORTH, TX Mapsco: 19 F, G Council District: 7 CFA: 2011-016 DOE: 6648 City Project No.: 01715 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: 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 from time to time via a Mayor and Council Communication adopted by the City Council of the City of Fort Worth, is hereby incorporated into this Community Facilities Agreement ("CFA") as if copied herein verbatim. Developer agrees to comply with all provisions of said Policy in the performance of its duties and obligations hereunder and to cause all contractors hired by Developer to comply with the Policy in connection with the work performed by said contractors. B. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy and recognizes that there shall be no reduction in the collateral until the Project has been completed and the City has officially accepted the infrastructure. Developer further acknowledges that said process requires it to submit an Affidavit of Bills paid signed by its contractor and Consent of Surety signed by its surety to ensure the contractor has paid the sub -contractor and suppliers in full. Additionally, the contractor will provide in writing that the contractor has been paid in full 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 are made a part hereof: Water (A) X Sewer (A-1) ; Paving (B) X ; Storm Drain (B-1) X ; Street Lights & Signs (C) X . E The Developer shall award all contracts for the construction of community facilities in accordance with Section II, paragraph 7 of the Policy and the contracts for the construction of the public infrastructure shall be administered in conformance with paragraph 8, Section II, of the Policy. F. For all infrastructure 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 insured, licensed and bonded to do work in public streets and/or prequalified to perfonn water/waste water construction as the case may be. ii. To require its contractor to furnish to the City a payment and performance bond in the names of the City and the Developer for one hundred percent (100%) of the contract price of the 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 insuring the maintenance and repair of the constructed infrastructure during the term of the maintenance bond. All bonds to be furnished before work is commenced and to meet the requirements of 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 ACORD Certificate of Insurance supplied by the contractor's insurance provider and bound m the construction contract book. iv. To require its contractor to give 48 hours notice to the City's Construction Services Division of intent to commence construction so that City inspection personnel will be available; and to require the contractor to allow the construction to be subject to inspection at any and all times by City inspection forces, and not to 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 to schedule a Pre -Construction Meeting. The submittal should occur no less than 10 working days prior to the desired date of the meeting. No construction will commence without a City -issued Notice to Proceed to the Developer's contractor. vi. To delay connections of buildings to service lines of sewer and water mains constructed under this Agreement until said sewer and water mains and service lines have been completed to the satisfaction of the Water Department. G. Developer agrees to provide, at its expense, all engineering drawings and documents necessary to construct the improvements required by this Agreement H. City is requiring the widening and/or straightening of the City road(s) contemplated herein. City shall not be responsible for any costs that may be incurred for the relocation of any utilities that are or may be in conflict with any of the community facilities to be installed hereunder. I. Developer agrees that the City shall not be responsible for any inadequacies in the preliminary plans, specifications and cost estimates supplied by the Developer for this Agreement and hereby releases the City from same. J. 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. K. Developer will 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 and shall cause to be executed and delivered to the City an indemnity agreement from such contractors on a form to be promulgated by the City. L. Upon completion of all work associated with the construction of the infrastructure and 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. M. 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. COST SUMMARY TABLE Items A. Water and Sewer Construction 1. Water 2. Sewer Water/Sewer Construction Cost Sub -Total B. TPW Construction 1. Street 2. Storm Drain 3. Street Lights 4. Street Name Signs TPW Construction Cost Sub -Total Total Construction Cost (excluding fees): Construction Fees: C. Water/Sewer Inspection Fee (2%) D. Water/Sewer Material Testing Fee (2%) Sub -Total for Water/Sewer Construction Fees E TPW Inspection Fee (4%) F. TPW Material Testing (2%) G. Street Light Inspection Fee (4%) Sub -Total for TPW Construction Fees Developer's Cost $171, 772.00 $0.00 $171, 772.00 $1,351,639.60 $233,446.00 $51,850.00 $0.00 $1,636, 935.60 $1,808,707.60 $3,435.44 $3,435.44 $6,870.88 $63,403.42 $31,701.71 $2,074.00 $65,477.42 Total Construction Fees: $72,348.30 IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be executed in quadruplicate in its name and on its behalf by its Assistant City Manager, attested by its City Secretary, with the corporate seal of the City affixed, and said Developer has executed this instrument in quadruplicate, yday._ uadru licate, at Fort Worth, Texas this C� of� �h- , 201 . CITY OF FORT WORTH 1 DEVELOPER Northwest Independent School District Fernando Costa Jo QI'aswich Assistant City Manager Recommended by: Transportation & Public Works Department Douglas 4V. Wiersig, P.E. Director Water Department L( Wendy Chi-B ulal, EMBA, P.E. Water Development Engineering Manager Approved as to Form & Legality: a41-04( Mara .Wise Sr. Assistant City Attorney ATTEST: Marty Hendrix City Secretary Chief Financial Officer •scr *oar N4 to,0000000/k ttittatio, Q'0 `03 z 0 o *�a' 0 Ce 2c000c? cjilfagri3 ,1 F'' CAL Afiv:4 J ����''�� r A =..ti: The Checked Must be Included as Attachments to this Agreement Included ►1 AL n E X S. a AIL Attachment Location Map Exhibit A: Water Improvements Water Estimate Exhibit A-1: Sewer Improvements Sewer Estimate Exhibit B: Paving Improvements Paving Estimate Exhibit B-1: Storm Drain Improvements Storm Drain Estimate Exhibit C. Street Lights and Signs Improvements Street Lights and Signs Estimate (Remainder of Page Intentionally Left Blank) ENGINEER'S OPINION Summary of OF Construction Cost PROBABLE CONSTRUCTION COST for Paving Improvements for Willow Springs Road and Mascot Boulevard 10-May-11 CONSTRUCTION COSTS $ 171,772.00 I. WATER DISTRIBUTION II. STORM WATER COLLECTION SYSTEM $ 233,446.00 III. PAVING $ 1,351,639.60 IV. STREET LIGHTING $ 51,850.00 TOTAL CONSTRUCTION COST $ 1,808,707.60 509-020_OPC-CFA-Willow Springs_71-0510 Page 1 of 3 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST ITEM DESCRIPTION QTY/UNIT PRICE AMOUNT I. WATER DISTRIBUTION '. 1 Pipe-Pressure-16 Inch - Install 2,061 LF $ 48.00 $ 98,928.00 2 Pipe-Pressure-12 Inch - Install 110 LF $ 38.00 $ 4,180.00 3 Pipe-Pressure-8 Inch - Install 253 LF $ 30.00 $ 7.590.00 4 Valve - 1-inch Combination Air Release and Vacuum Valve with Vault 1 EA $ 2,500.00 $ 2,500.00 5 Valve - 4-inch Blow -off Valve with Vault 1 EA $ 3,500.00 $ 3,500.00 6 Pipe -Tapping Sleeve & 16 Inch G.V.-36 Inch X 16 Inch - Install 1 EA $ 11,000.00 $ 11,000.00 7 Valve-16 Inch -Gate- wNault - Install 2 EA $ 6,000.00 $ 12,000.00 8 Valve-12 Inch -Gate Valve w/Box - Install 2 EA $ 1,800.00 $ 3,600.00 9 Valve-8 lnch-Gate Valve w/Box - Install 1 EA $ 1,000,00 $ 1,000.00 10 Valve-6 Inch -Gate Valve w/Box - Install 3 EA $ 800,00 $ 2,400.00 11 Fire Hydrant - Install 3 EA $ 2,500.00 $ 7,500.00 12 Pipe Fittings- < Than 16 Inch DI Pipe - Install 5.00 TN $ 3,000,00 $ 15,000.00 13 Concrete-QUICKSET- Install 10.00 CY $ 15.00 $ 150.00 14 Trench safety 2,424 LF $ 1,00 $ 2,424.00 SUBTOTAL $ 171,772.00 509-020 On-CFA-WIMav springs 11.0510 Page 2 of 3 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST ITEM DESCRIPTION QTY/UNIT PRICE AMOUNT II. STORM WATER COLLECTION SYSTEM 1 21-inch Class III RCP 244 LF $ 45.00 $ 10,980.00 2 24-inch Class III RCP 743 LF $ 50.00 $ 37,150.00 3 30-inch Class III RCP 311 LF $ 75.00 $ 23,325.00 $ 16,110.00 4 36-inch Class 111 RCP 179 LF $ 90.00 5 3'x2' RCB culvert 129 LF $ 175.00 $ 22,575.00 6 3'x2' sloped headwall 2 EA $ 2,000.00 $ 4,000.00 7 24-inch sloped headwall 1 EA $ 1,500.00 $ 1.500.00 8 10-foot recessed curb inlet 4 EA $ 2,200.00 $ 8,800.00 9 10-foot standard curb inlet 2 EA $ 2,000.00 $ 4,000.00 10 4-foot dia manhole 3 EA $ 2,500.00 $ 7,500.00 11 48-inch "Y" Inlet 4 EA $ 2,500.00 $ 10,000.00 12 Remove existing drop inlet 1 LS $ 1,000.00 $ 1,000.00 13 18" - 24" rock rubble rip -rap 336 SY $ 75.00 $ 25,200.00 14 Site clearing and grubbing 16 AC $ 2,000.00 $ 32,000,00 15 Construction Entrance 1 LS $ 1,500.00 $ 1,500.00 16 Erosion Control 1 LS $ 20,000.00 $ 20,000.00 17 Unclassified channel excavation 180 CY $ 6.00 $ 1,080.00 18 6"Topsoil 540 SY $ 2.00 $ 1,080.00 19 Hydromulch 540 SY $ 1.00 $ 540,00 20 Temporary Irrigation 1 LS $ 3,500.00 $ 3,500.00 21 Trench safety 1,606 LF $ 1.00 $ 1,606.00 SUBTOTAL $ 233,446.00 III. PAVING 1 Unclassified street excavation 5,130 CY $ 5.00 $ 25,650.00 2 6" Lime Stabilized Subgrade 25,814 SY $ 2.50 $ 64,535.00 3 Lime @ 321bs/sy 413 TN $ 150.00 $ 61,953.60 4 8.5-inch concrete pavement(bld section complete in place with silicone joint sealing and 7-inch curb) 11,992 SY $ 42.50 $ 509,660.00 5 8.5-inch concrete pavement(roundabout section complete in place with silicone joint sealing and 7-inch 2,215 SY $ 48.00 $ 106,320.00 6 7-inch concrete pavement(40 f-f, complete in place with silicone joint sealing and 7-inch curb) 452 SY $ 38.00 $ 17,176.00 7 7-inch concrete pavement(drive approaches, complete in place with silicone joint sealing and 7-inch curb) 495 SY $ 40.00 $ 19,800.00 8 6-inch HMAC pavement(complete in place) 9,049 SY $ 24.00 $ 217,176.00 9 Subgrade 6-inch flex base (complete in place) 9,383 SY $ 8.00 $ 75,064.00 10 Temporary 2" Asphalt pvmt and striping 1 LS $ 50.000.00 $ 50,000.00 11 Pavement striping and signage 1 LS $ 30,000.00 $ 30,000.00 12 6-inch conduit 950 LF $ 15.00 $ 14,250.00 13 5' concrete sidewalk 1,229 SY $ 25.00 $ 30,725.00 14 6" Topsoil 36,610 SY $ 2.00 $ 73,220,00 15 Hydromulch 36,610 SY $ 1.00 $ 36,610.00 16 Temporary Irrigation 1 LS $ 1,500.00 $ 1,500.00 17 Handicap Ramp 8 EA $ 1,000.00 $ 8,000.00 18 Traffic control 1 LS $ 10,000.00 $ 10,000.00 $ 1,351,639.60 SUBTOTAL IV. STREET LIGHTING 1 Concrete Foundation Type 3, 5, 6. & 8 13 EA $ 500.00 $ 6,500.00 2 Pole& Arm -Type 18, 18A, 19, D-40 & D-40T 13 EA $ 2,100.00 $ 27,300.00 3 200 W HPS Cobra Head Fixture; Photo -Cell & Lamp 13 EA $ 250,00 $ 3,250.00 4 Photo -Cell Contact Closure Circuit Control 13 SY $ 50.00 $ 650.00 5 Conduit-2 Inch-w/3 Num 4 AWG & 1 Num 8G-Sch 80 2,250 LF $ 1.00 $ 2,250.00 6 Electrical Ground Box with Lid - Small 13 EA $ 50,00 $ 650.00 7 Cable -Electrical 2,250 LF $ 5,00 $ 11,250.00 SUBTOTAL $ 51,850.00 TOTAL PROBABLE CONSTRUCTION COST 1,808,707.60 509-020_OPC-CFA-WIOwv Sprfgy 11-0510 Page of LOCATION MAP NOT TO SCALE MAPSCO NO. 19F, G, K & L 0 a, 0 I 0-> I j_� II H I 8 Il• -,� - - II I EXISTING 36" WATER LINE D.O.E. NO. 3638 PROPOSED FIRE HYDRANT z.---, PROPOSED 30' ACCESS EASEMENT PROPOSED 16" GATE VALVE AND VAULT PROPOSED 12" WATER LINE LOT 1, BLOCK 1 NISD HIGH SCHOOL NO. 3 ADDITION MASCOT BOULEVARD 16111 ➢6"W 0.6 r ti 16" UGH PRE SURE CEOS ;GAS LIN m- PROPOSED 16" GATE 1 RIDGE ESTATES i I\\\�4 VALVE AND VAULT ;CAB A SLIDE' 12238 I R.r ZQNING-PD P.R.T.C.t. SCALE 1" - 100' 50 FEET 100 PROPOSED 4" BLOW OFF VALVE AND VAULT tuv TA,7,:7 I I jBLOCK 19 1 /2"1RP _-j1PLS 48181_-- MESA CROSSING DRIVE PROPOSED 16" WATER LINE 12 I/2 IR .tPLS 4R1 ...H.mw • ,..41, 2"184 RPI$ 4818 1 <<5 1 RPLS 4818 (1(2"IRP RppprpOpSED 15N40' PEI)E151RUN 5' 40' MARCH 2011 THOMAS * ENGINEER/IVG, L_LG * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - (817) 732-9839 FAX- (817)732.9841 MJT NO. - 509-020 WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT A WATER IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #16 PROPOSED FIRE HYDRANT PROPOSED 12" WATER LINE MASCOT BOULEVARD LOT 1, BLOCK 1 NISD HIGH SCHOOL NO.3 ADDITION PROPOSED 1" AIR AND VACUUM RELIEF VALVE PROPOSED 30' A C> EASEMENT PROPOSED 15'x15' WATER EASEMENT PROPOSED 16' GATE VALVE AND VAULT PROPOSED FIRE HYDRANT PROPOSED 16" WATER LINE ACCESSNF SEMEN m' PROPOSED 8 WATER LINE ClhAC 1NER011R01,11 OWANT, tP. I1 UTPOS _,.20' N 89'S7'SB" E16 NIGH PRESSI§'i CROSSTEX GAS LINE ; pl THOMAS * ENGI1I FU/VG, LLC * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - (817) 732-9839 FAX - (817) 732.9841 MJT NO. - 509-020 LOT 1, BLOCK 1 WILLOW RIDGE ESTATES ELEMENTARY SCHOOL C.C. NO. D210262131 D.R.T.C.T. SCALE 1" - 100' FEET 100 WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT A WATER IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #1 6 1RF 15':15' WA EASEMENT 133 BLOCK 12 1/2"IRF RPLS 4818 RCH 201 i SCALE 1" - 100' 0 50 — LJ 0 FEET too et THOMAS ENGINEER/NG, LLG * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - 817) 732-9839 FAX- (817)732-9841 MJT N0. - 509-020 PROPOSED DECELERATION / RIGHT -TURN LANE 8.5" THICK, PORTLAND CEMENT CONCRETE ON 6" THICK LIME -STABILIZED SUBGRADE 5" THICK, PORTLAND CEMENT CONCRETE SIDEWALKS LOT 1, BLOCK 1 NISD HIGH SCHOOL NO. 3 ADDITION �PROPOSEA S PRCESS EASEMENT MASCOT BOULEVARD ram. 16"7GH PRESURE Cl/OSSTE. :GAS LIN �1 ( WILLOW RIDGE (ESTATES I I I CAB.(A SLIDE' 12238 PROPOSED ZgNING—PD P.R.T.C.T. PROPOSED LEFT -TURN LANE i I i j i MEDIAN OPENING APPROX. 582 L.F. OF 5' WIDE CONCRETE SIDEWALK jBLOCK 19 __ RPLS t /2 IRF' 818�_,___ ��< MAR(,efds�4 31` WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT B ROAD IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #16 /8.5" THICK, PORTLAND CEMENT CONCRETE ON 6 THICK LIME -STABILIZED SUBGRADE :4 44 ;41,40, 4 •••1•1•1•� N 12 THICK, \5��6 FLEXIBILE BASE o Alk &, E 7 THICK, PORTLAND CEMENT �� o� 'r CONLIME- STABIRETE LIZED SUBICK GRADE \�o�e�o�o`t `�` 5" THICK, PORTLAND CEMENT NISD HIGHOSCHOOLOCK NO.31 ADDITION °' SCALE 1" - 100' CONCRETE SIDEWALKS PROPOSED FEET PROPOSED MEDIAN OPENING LEFT -TURN LANE o 50 100 Air i ralerArraMr' lam/� 0//// MASCOT BOULEVARD """ ar ArAlio, irdifir Fri' A dird VA dr MOTO Ari 1 flirA °AIWA VA r dr G ITT --� —_„eROPOSE--ON EAS A.u�,in�+cE"li, 0C 15'x/0' PEDESTRIAN EASEMENT- - "--_- ,k4 _ �+~„ lJ m 0crcrPROPOSED _C_ -=-Z8 -tom enNI <_' 5/8"IRF P ' -I- .��51n,-- —� N 89157'58' E J / 1( APPROX. 538 L.F. OF 5' ________ APPROX. 355 L.F. OF 5' WIDE CONCRETE SIDEWALK PROPOSED WIDE CONCRETE SIDEWALK „ Z WILLOW RIDGE ESTATES CAB. A, SLIDE 12238 P.R.T.C.T. DECELERATION RIGHT -TURN LANE .,?• x LOT 1, BLOCK 1 ma. WILLOW RIDGE ESTATES ELEMENTARY SCHOOL jELOCK 19 iZ _RP�Z�1 __R oo ___- �;:;, 2488 PROPOSED DRIVE APPROACH Qp o06 �\o� yti PROPOSED DECELERATION C.C. NO. D210262131 D.R.T.C.T. �' S i' o, ':r' . RIGHT -TURN LANE `�''t°`'�` MARCH 2011 WILLOW SPRINGS ROAD NORTHWEST ROAD EXHIBIT IMPROVEMENTS ISD, to ELEMENTARY serve & MASCOT BOULEVARD B SCHOOL #16 HOMAS * ENCINEEFi//VG, LLG * 3400 HULEN STREET, SUITE 100 PHONE-(817) 732-9839 FORT WORTH, a902 REGISTRATIONONNO. N0. F-9 FAT- (s17)73-9438 MJT N0. - 509-020 SCALE 1" - 100' 50 i•i," 4620 •••• •. •1•••••1 •••••••P ,I•••••b. 1.. 60' MUTUAL EWER ACCESS EASEMENT FEET 100 APPROX. 485 L.F. OF 5' WIDE fiiG611471fRGY-rR000CRJMCOMPRNT.-tF.. — CONCRETE cc. NtoE§ 1p, SIDEWALK _�._J._%------------1/2 16 HIGH PRESS13 CROSSTEX GAS LINE ?r LOT 1, BLOCK 1 WILLOW RIDGE ESTATES ELEMENTARY SCHOOLI pit C.C. NO. D210262131 I ii D.R.T.C.T. V THOMAS * ENd3II/art ta, 'Luc' * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - (817) 732-9839 FAX- (817) 732-9841 MJT NO. - 509-020 LOT 1, BLOCK 1 NISD HIGH SCHOOL NO.3 ADDITION 0411/ ••••••\ ••• ••\ aos ��04 \141* 1-41-41 •••••••••• •••••••••• ••••.• •••••••••• •••••••••• APPROX. 155 L.F. OF 5' WIDE CONCRETE SIDEWALK F 11/YIRE 15',15' WAAEIj EASEMENT 133 132 0a� WILLOW RIDGE ESTATES 1 •a ' ^ I 1 CAB. , SLIDE j12238 tiro\ ti 5 ' R.T.C.T. 1 1 1 8.5" THICK, PORTLAND CEMENT CONCRETE ON 6" THICK LIME -STABILIZED SUBGRADE 7" THICK, PORTLAND CEMENT CONCRETE ON 6" THICK LIME -STABILIZED SUBGRADE 5" THICK, PORTLAND CEMENT CONCRETE SIDEWALKS 12" THICK, FLEXIBILE BASE — — TF;AN ORhM?ENSFORMEFIELE BO> I I I MARCH 411 WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT B ROAD IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #1 6 G a:9 6" THICK HOT MIX ASPHALTIC CONCRETE ON i 6" THICK FLEXIBLE BASE i THOMAS ENC/NEER/NG, LLG * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE- 817) 732-9839 FAX - (817) 732.9841 MJT NO. - 509-020 c 'Oyo,P'r e •�'> DECELERATION LANE N") AND RIGHT -TURN LANE o^lz -Za CNZ P+l SCALE 1" - 100' 0 50 WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT B ROAD IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #16 FEET Too r - 1-- - - 1 L DEVON LOW PRESSURE GAS LINE n =PROPDSW TIT DEVOFE OSEAENT' 11 THOMAS * ENGINEERING, LLG * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 6" THICK HOT MIX ASPHALTIC CONCRETE ON 6" THICK FLEXIBLE BASE PHONE - (817)732-9839 FAX- (817)732-9841 MJT NO. - 509-020 0 l 7r SCALE 1" - 100' 50 FEET 100 SSURE STEX GAS LINE \\tc\---,I -\ \— --IT - • - • - • - • PROPO ' U11UTY EASEMENT? • • I \ \ ' I PROPOSED 20' CROSSTEX EASEMENT (2 \ , \ v I \ \ ',\ \ \ \ ,1\ \V'V AVA z :V A A\ \\`\\ ;till A'C A vv, 114 1 % <\ \ \`O ry �yh \ \ \\\ \ \\ el 1 I. \\ \ \\ \ \\ \\� \ \ \\\ \ \\\— \ \ \ \\ \ - 1 \ \ \ \ \ \ \ \-Irk t MARCH 2O11 WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT B ROAD IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #1 6 w V Q 0 'I- it I.- �I_ II I IC I . II 1 I I 1 @I • I 6:1 r I 1--1-1 I II PROPOSED 'Y' INLETS PROPOSED 24" RCP PROPOSED 'Y' INLET LOT 1, BLOCK 1 NISD HIGH SCHOOL NO. 3 ADDITION OSEO 30' E55 EASEMENT • SCALE 1" - 100' 0 50 FEET 100 PROPOSED 21" RCP MASCOT BOULEVARD PROPOSED 36" RCP PROPOSED 10' RECESSED CURB INLET PROPOSED 21" RCP PROPOSED EASEMENT PR0P0 I 16" H;GH PRE SURE ROSSTEX !G PROPOSED 3'x2' DIRECT ! PROPOSED 'Y' DRIVE BOX CULVERT ! INLET S 14.9 L.,i iiMu-ru ; WILLOW RIDGE 'ESTATES CAB A, SLIDE' 12238 P.R.T.C.t. I I I I EXISTING 'Y' INLET D.O.E. NO. 5308 MESA CROSSING DRIVE I l it 1/21 - 5P.04818 PROPOSED 10' RECESSED CURB INLET I q EXISTING 36" STORM SEWER LINE D.O.E. NO. 5308 RPIS 4818 Q;'-4.\A -Rp 2 a / /U2-4IRP LLSS 818 .dirtieFfigum2011 THOMAS * ENG/MEEK/NG, LLC * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - (817) 732.9839 FAX- (817)732.9841 MJT NO. - 509-020 WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT B1 STORM SEWER IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #16 LOT 1, BLOCK 1 NISD HIGH SCHOOL NO. 3 ADDITION PROPOSED 10' RECESSED CURB INLET PROPOSED 21" STORM SEWER LINES MASCOT BOULEVARD 60' MUTUAL EMERGENCY ACCESS EASEMENT �7CVON E70ECRGCI' Ng00�00OTSI3ON-C60MPANY, CP =Ati LT Po5E0 z0' 6:ItT.cT: .nyr,_�p�cirx re�curxr��-- E16" HIGH PRESSl9'R! PROPOSED 10' RECESSED CURB INLET PROPOSED CURB INLET LOT 1-R, BLOCK 1 WILLOW RIDGE ESTATES ELEMENTARY SCHOOL / // ,•� \ pWp1Ea �\ '- PROPOSED 24" '� / STORM SEWER LINE •\ 7/ PROPOSED 24" STORM SEWER LINE THOMAS * ENG/NEER/TUG, L LG * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - (817) 732-9839 FAX- (817)732-9841 MJT NO. - 509-020 PROPOSED 21" STORM SEWER LINE RF PROPOSED 1E21" STORM SEWER LINE 1 0 a and^� 133 132 ��.d �O I I •°1Z� BLOCK 12 ��` „�� I /z"IRF �;, ya� �RPLS 4818 ' 1/2111F' I I/2-IRF rNa^-�' �exr , MARCH 2O11 SCALE 1" • 100' FEET 100 PROPOSED CHANNEL LOT 1, BLOCK 1 NISD HIGH SCHOOL NO. 3 ADDITION PROPOSED 30" STORM SEWER LINE TRANCF0 PROPOSED 10' CURB INLET WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT B 1 STORM SEWER IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #16 PROPOSED LIGHT POLE PROPOSED LIGHT POLES PROPOSED TRANSFORMER PROPOSED 30' CESS EASEMENT PROPOSED CONDUIT REPLACEMENT © LOT 1, BLOCK 1 NISD HIGH SCHOOL NO. 3 ADDITION 77, MASCOT BOULEVARD PROPOSED LIGHT POLES PROPOSED CONDUIT PROPOSED 20'x40' _IRAINAGE EASFME! 16 H, GH PRESURE CROSSTEX 'GAS LIN 1 I I WILLOW RIDGE (ESTATES I ,j `I'�K ICAB A SLIDE; 12238 j «>- ZQNING—PD P•R.T.c. P.R.T.C.T. 11.11 I til + I II i Ili BLLOCK 19 1 _ _ MESA CROSSING DRIVE acti have a ,, fdi�oter ^.one circle aroj.md them. :W I RELOCATED LIGHT POLE THOMAS * E/VC/NEEF1/IVG, LLC * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION N0. F-9435 PHONE - (817) 732-9839 FAX- 817)732.9841 MJT NO. - 509-020 4c- RPLS ''4818 I <T? �0 RPLS �8 I I 12 Li/ PE pN1EASEMENT— PROPOSED CONDUIT 1/2"IRE1� PLS 481 y%2 81F 48/8 N S 1 2'IRF Pis 181a SCALE 1" • 100' 4(l/YIRF LS 4818 0 50 WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT C STREET LIGHT IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #16 FEET 100 MARCH 2011 ET 10' DEMON PROPOSED LIGHT POLES PROPOSED CONDUIT SCALE 1" - 100' FEET 100 PROPOSED LIGHT POLES PROPOSED LIGHT POLE WITH POLE MOUNTED TRANSFORMER LOT 1, BLOCK 1 NISD HIGH SCHOOL NO.3 ADDITION PROPOS A CESS EAS MASCOT BOULEVARD THOMAS * ENGINEERING, LLG * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - (817) 732-9839 FAX - (817) 732-9841 MJT NO. - 509-020 60' MUTUAL EMERGENCY ACCESS EASEMENT ON biERGY 1'ROOtlCT10 c.c. N 1 Geth-- N 89'S7'S8- E 1 6" HIGH P PROPOSED LIGHT POLES PROPOSED CONDUIT SOH CROS PROPOSED LIGHT POLES EX GAS LINE —� PROPOSED PROPOSED CONDUIT TRANSFORMER LOT 1, BLOCK 1 WILLOW RIDGE ESTATES ELEMENTARY SCHOOL C.C. NO. D210262131 D.R.T.C.T. PROPOSED CONDUIT WILLOW SPRINGS ROAD & MASCOT BOULEVARD EXHIBIT C STREET LIGHT IMPROVEMENTS to serve NORTHWEST ISD, ELEMENTARY SCHOOL #16 IRF �1/2' 15'v15' WA EASEMENT