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HomeMy WebLinkAboutContract 41896 (2)COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No. 1-1 r � �o WHEREAS, the undersigned "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 Information: Developer Company Name: NTP Point, LLC by its Manager Bonafide, Inc. Authorized Signatory: MOSTAFA SETAYESH Title: PRESIDENT Project Name: NTP RETAIL BUILDING Project Location: 3409 NORTH TARRANT PARKWAY Additional Streets: Plat Case No.: FS-007-223 Plat Name: NTP POINT ADDITION Mapsco: 35G Council District: 2 City Project No: 1737 To be completed b�� staff: by: � � /� Z�� Date: /z/ 1 I CFA:2011-023 DOE: 6679 OFFICIAL RECORD SECMIUtY {�� WORT, lf`u 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 the contractor 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) 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. Combined CFA final Sept 12, 2008 2 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 perform water/waste water construction as the case may be. ii To require its contractor to furnish to the City a. payment and performance bond in the names of the City and the Developer for one hundred percent (100%) of the contract price of the 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 in 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 3 submittal should occur no less than 10 working days prior to the desired date of the meeting. No construction will commence without a City - issued Notice to Proceed to the Developer's contractor. vi. To delay connections of buildings to service lines of sewer and water mains constructed under this Agreement until said sewer and water mains and service lines have been completed to the satisfaction of the Water Depai t lent. G. Developer agrees to provide, at its expense, all engineering drawings and documents necessary to construct the improvements required by 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. I. City shall not be responsible for any costs that may be incurred by Developer in the relocation of any utilities that are or may be in conflict with any of the community facilities to be installed hereunder. J. Developer hereby releases and agrees to indemnify, defend and hold the City harmless for any inadequacies in the preliminary plans, specifications and cost estimates supplied by the Developer for this Agreement. K. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer and required for the construction of the current and future improvements provided for by this Agreement. L The Developer further covenants and agrees to, and by these presents does hereby, fully indemnify, hold harmless and defend the City, its officers, agents and employees from all suits, actions or claims of any character, whether real or asserted, brought for or on account of any injuries or damages sustained by any persons (including death) or to any property, resulting from or in connection with the construction, design, performance or completion of any work to be performed by said Developer, his contractors, subcontractors, officers, agents or employees, or in consequence of any failure to properly safeguard the work, or on account of any act, intentional or otherwise, neglect or misconduct of said DEVELOPER, his contractors, sub -contractors, officers, agents or employees, whether or not such Injuries, death or damages are caused, in whole or in part, by the alleged negligence of the City of Combined CFA final Sept 12, 2008 4 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 injuraes, 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. N. 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. 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. 5 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. The City's obligation to participate (exclusive of front foot charges) in the cost of the community facilities shall terminate if the facilities are not completed within two (2) years; provided, however, if construction of the community facilities has started within the two year period, the developer may request that the CFA be extended for one year. If the community facilities are not completed within such extension period, there will be no further obligation of the City to participate. City participation in a. CFA shall be subject to the availability of City funds and approval by the Fort Worth City Council 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 community facilities if at the end of two (2) years from the date of this Agreement the community facilities 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 community facilities or to cause the payment of costs for construction of same before the expiration of two (2) years if the Developer breaches this Agreement, becomes insolvent or fails to pay costs of construction and the financial guarantee is not a Completion Agreement. If the financial guarantee is a Completion Agreement and the Developer's contractors and/or suppliers are not paid for the costs of supplies and/or construction, the contractors and/or suppliers may put a lien upon the property which is the subject of the Completion Agreement. Combined CFA final Sept 12, 2008 6 Cost Summary Sheet Project Name: NTP RETAIL BUILDING CFA No.: DOE No.: 6679 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 $ 23,950.00 2. Sewer Construction $ Water and Sewer Construction Total $ 23,950.00 B. TPW Construction 1. Street $ 22,500.00 2. Storm Drain $ 8,949.00 TPW Construction Cost Sub -Total $ 31,449.00 Total Construction Cost (excluding the fees): $ 55,399.00 Construction Fees: C. Water/Sewer Inspection Fee (2%) $ 479.00 D. Water/Sewer Material Testing Fee (2%) $ 479.00 Sub -Total for Water Construction Fees $ 958.00 E. TPW Inspection Fee (4%) F. TPW Material Testing (2%) G. Street Light Inspsection Cost H. Street Signs Installation Cost Sub -Total for TPW Construction Fees Total Construction Fees: Financial Guarantee Options, choose one 1,257.96 628.98 $ 1,886.94 $ 2,844.94 Amount Choice (ck one Bond = 100% $ 55,399.00 Completion Agreement = 100% / Holds Plat $ 55,399.00 Cash Escrow Water/Sanitary Sewer 125% $ 29,937.50 / Cash Escrow Paving/Storm Drain r= 125% $ 39,311.25 Letter of Credit = 125% w/2yr expiration period $ 69,248.75 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 at Fort Worth, Texas this k day quadruplicate, of .,�-- �5�--- , 20 k • k CITY OF FORT WORTH - Recommended by: Water Department Wendy Chi abulal, EMBA, P.E. Development Engineering Manager Approved as to Forin & Legality: fr / sec /vizi Marcia Wise Senior Assistant City Attorney ATTEST: Marty Hendrix City Secretary Transportation & Public Works Department Dougla ' . Wiersig, P.E. Director )1/ Approved by City Manager's Office Fernando Costa as&q,stufficity Manager o� $btooa ®v O )f% aUoaoci�� �•Ce 41161:12fbre o 0 OFFICIAL RECORD CITY SECRETARY 't' R ric4ri1 ATTEST (Print) Name: gauYin ture 0A4U,1 Wie NTP Point LLC, a Texas limited liability company Bonafide Inc., a Texas corporation, its manager By: Mostafa Setayesh, President Signature Print Name: Mostafa Setayesh Title:PRESIDENT NO m&C ._, ,t Combined CFA final Sept 12, 2008 8 Check items associated with the project being undertaken; checked items must be included as Attachments to this Agreement Included Attachment v m x N El C 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) 9 ORTH MIKE MONCRIEF MAYOR T.M. HIGGINS INTERIM CITY MANAGER DOUGLAS W. WIERSIG, P.E. DIRECTOR, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT D.O.E. NO. S. FRANK CRUMB, P.E. DIRECTOR, WATER DEPARTMENT 6679 THE CITY OF FORT WORTH, TEXAS CONSTRUCTION PLANS FOR WATER SEWER, PAVING & DRAINAGE IMPROVEMENTS TO SERVE RETAIL BUILDING NTP POINT ADDITION LOT 2, BLOCK 1 CITY PROJECT NO. WATER PROJECT NO. SEWER PROJECT NO. FILE NO. 1737 P265-602150173783 P275-702130173783 1610 HERB 35 TRACE PKWf BASSWOOD BLVD LOCATION MAP MAPSCO NO. 35G COUNCIL DIST: 2 DEVELOPER PRUDENT DEVELOPMENT 10755 SANDHILL ROAD DALLAS, TEXAS 75238 CONTACT: GARY FULLINGTON TEL: 214-271-4630 FAX: 214-271-4631 PREPARED BY: THE DIMENSION GROUP 10755 SANDHILL ROAD DALLAS, TEXAS 75238 CONTACT: KEVIN PATEL, P.E. TEL: 214-343-9400 FAX: 214-341-9060 APRIL 2011 SHEET INDEX SHEET NO. COVER SHEET DESCRIPTION CI C2 C2 01 CS C/ CB CO CIO C11 C12 Cb C14 015 SET11)IRN) TOPI2w033 UNIT I- WATER AND SANITARY SFWFP IMPROVEMENTS PLAT 11 OF21 PLAT )2 OF 2) SITE PLAN DIMENSION CONTROL PLAN UTILITY PLAN UTILITY DETAILS UTILITY DETAILS CRT OF FORT WORTH UTILITY NOTES UNIT II" PAVINr. ANO DRA]NAOF IMPRQVFIAFNTS CHAPIN° PLAN PAVING PLAN PAVING DETAILS DRAINAGE PLAN DRAINAGE AREA MAP DRAINAGE PROFILE EROSION CONTROL PLAN EROSION CONTROL DETAILS PRIVATE TRASH ENCLOSURE DETAILS T+DOT - TYPE II SAFETY END TREATMENT TRAFFIC CONTROL PLAN 1HE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY KARTAWA 5. PAMEL. P.E. 97534 ON 04/15/2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION 10 THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER 100 1EUAS ENGINEERING PRACTICE ACT. DOUGLAS W WEIRSIG. P.E. DATE: DIRECTOR, TRANSPORTATION AND PUBLIC WORKS RECOMMENDED DATE: REVIEWED: DATE: W- 2176 X- 21563 u, Z O HERITAGE TRACE PKWY OLD DENTON R BASSWOOD SITE BLVD N BEACH ST VICINITY MAP N.T.S. MAPSCO NO 35G COUNCIL DIST: 2 OIOROLIPI CIVIL ENGINEERING o LAND DEVELOPMENT o PLANNING o ARCHITECTURE o CONSTRUCTION MANAGEMENT 10755 SANDHILL ROAD, DALLAS, TEXAS 75238 TEL: 214-343-9400 FAX: 214-341-9060 TDG JOB No. 10102 NORTH 0 20 40 GOAL E','= 20' WATER METER SCHEDULE ID TYPE SIZE REMARK O DOMESTIC 2' PROPOSED © IRRIGATION 1" PROPOSED INSTALL: 220 LF. 6' FIRE UNE TO RISER ROOM 80 u INSTALL 1-8'X6' TEE 1-6' VALVE 1-8' VALVE 1-FIRE HYDRANT 1-8' X 6' REDUCER 1-2' DOMESTIC METER W/MEIER BOX 1-1' IRRIGATION METER W/METR BOX 1-6' VALVE 1-6' BACK FLOW PREVENTION D - ISE R•' FIELD VERIFY LOCATION AND DEPTH OF EOSIN 16' WATER UNE PRIOR TO BEGINNING OF BORE L1 INSTALL 50 LF. BORE 18'STEEL CASING PIPE BAR WARP CONCRETE PIPE N. TARRANT PARKWAY L (A VARIABLE MGM RIGHT-OF-WAY) 0+00 UNE 'A' CONNECT PROP. 8' WATER SERVICE UNE TO EXIST. 16' WATER MAIN. INSTALL 1-16'XB' TAPPING SLEEVE & VALVE 1 L 0 N 9'223.. EXISTING 7-EI T '9 LJTIUTY NOTES 1. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR HIS MEANS AND METHODS OF CONSTRUCTION. JOB SITE CONDITIONS AND JOB SITE SAFETY. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT DE UNITED TO WORKING HOURS THE CONTRACTOR SHALL SAVE. PROTECT, INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER. THE ARCHITECT AND THE ENGINEER FROM ANY CLAM OF LIABILITY. REAL OR ALLEGED, ARISING OUT OF THE PERFORMANCE OF ANY WORK ON THIS PROJECT. THE CONTRACTOR SHALL NAME THE OWNER. THE ARCHITECT AND THE ENGINEER AS 'ADDITIONAL INSURED' ON HIS INSURANCE POUCIES. 2. EXISTING ABOVE GROUND UTILITIES HAVE BEEN SHOWN BASED ON INFORMATION SHOWN ON A SURVEY OF THE PROPERTY BY OTHERS UNDERGROUND UTIUUES ARE SHOWN BASED ON RECORD DATA AND MAY NOT BE COMPLETE OR EXACT. THE CONTRACTOR SHALL BE RESPONSIBLE FDR VERIR1NG THE LOCATIONS AND DEPTHS OF ALL ABOVE GROUND AND UNDERGROUND UTILITIES AND ESTABLISHING HEIR EXACT LOCATION AND DEPTH PRIOR TO SETTING ANY FlNISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING ABOVE GROUND OR UNDERGROUND UTIUTIES INCLUDING THOSE NOT SHOWN ON THE PLANS. THE CONTRACTOR IS ADVISED TO CONTACT THE CITY AND ALL FRANCHISE UTILITY COMPANIES, FA<FMENT HOLDERS ETC. AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATDN IN THE VICINITY OF ANY UNDERGROUND UTUTY. 3. WHEN WATER AND SEWER UNES ARE INSTALLED IN PROXIMITY TO ONE ANOTHER, SUCH INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TEXAS COMMISSION DN ENVIRONMENTAL QUALITY AND THE TEXAS DEPARTMENT OF HEALTH. SPECIAL ATTENTION IS CALLED TO REQUIREMENTS FOR BOTH LATERAL AND VERTICAL SEPARATION BETWEEN WATER AND SEWER FACILITIES 4. THIS PROJECT TO BE BUILT IN ACCORDANCE WITH CITY STANDARDS SPECIFICATIONS AND DETAILS FDR WATER AND SEWER CONSTRUCTION. 5. THE CONTRACTOR SHALL COMPLY WITH ALL BUILDING CODES AND REGULATIONS FEDERAL STATE. COUNTY AND CITY SAFETY CODES AND INSPECTION REQUIREMENTS 6. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION DURING CONSTRUCTION. ALL TRASH AND DEBRIS SHALL BE PICKED UP AT ALL TIMES. 7. TRENCH SAFETY: IF ANY TRENCH ON THIS JOB SITE. INCWDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY OSHA. REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTIUTES. FOUNDATIONS OR ANY OTHER SITE ELEMENT, IS EQUAL TO OR GREATER THAN 5.00' DEPTH, THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS CONFORMING TO OSHA REQUIREMENTS SUCH PLANS AND SPECIFICATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS AND METHOD'S OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BID. THE BIDS MUST CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 8. INSTALL 8" WIDE METAWC TAPE ON TOP OF PIPING FOR ALL NON METAWC WATER UNES, 12' MIN. BELOW GROUND SURFACE. 9. INSTALL 2" WIDE METAWC TAPE ON TOP OF PIPING FOR ALL NON METAWC SAN. SEW. UNES, 12' MIN. BELOW GROUND SURFACE. 10. POTABLE WATER UNES SHALL BE PVC IN ACCORDANCE WITH AMNIA C-900. 11. SANITARY SEWER LINES SHALL BE PVC IN ACCORDANCE WITH ASTM D3034. CAUTION!!! UNDERGROUND UTILITIES ARE LOCATED IN THE AREA. 48 HOURS PRIOR TO ANY EXCAVATION ACTIVITIES CONTACT UNE LOCATES FOR FRANCHISE UTILITY INFO. TEXAS EXCAVATION SAFETY SAIEM(TEXX) 1-800-344-8377 LONE STAR NOTIFICATION CENTER 1-800-669-8344 EXT.S. 80 LE. B PVC 0 0.5014r6L00 600 Bus °CASINOYIE 0+00 50+00 WATER LINE PROFILE SCALE H:1'-20' CONTRACTOR TO VERIFY ANY MIRES CROSSINGS IN THE RIGHT-OF-WAY PRIOR TO CONSTRUCTION AND BORING. j 505 THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF THE DIMENSION GROUP No. DATE REVISION / DESCRIPTION BY No. DATE REVISION / DESCRIPTION BY 7/MeNSION Iuu. oANDHLL ROAD Env 214 PROJECT INFO. PRUDENT DEVELOPMENT NWC NORTH TARRANT PKWY & OLD DENTON ROAD FORT WORTH, TEXAS DRAWING INFO. WATER EXHIBIT PROJECT No, 10102 DATE: 0411801 DRAWN BY: CS CHECKED BY. KP SHEET NUMBER A 4 001 . UGH DRIVEWAY APPROACH JteC 0B 1 TYPICAL DRIVE APPROACH FOR ASPHALT STREETS N.T.S. a MO N. TARRANT PARKWAY (A VARIABLE WIDTH RIGHT-OF-WAY) LEGEND PROPOSED CONSTRUCTION JOINT PROPOSED SAW CUT JOINT PROPOSED SAW CUT PROPOSED 4" CONCRETE PAVEMENT PROPOSED 6' CONCRETE PAVEMENT PROPOSED 7' CONCRETE PAVEMENT PROPOSED 8' CONCRETE PAVEMENT TRADING C,FNFPAI NOTES 1. REFER TO GEO-TECHNICHAL ENGINEERING REPORT #423-11-59 DATED APRIL 29, 2011 BY CMJ ENGINEERING. INC. FOR SITE WORK. 2. ALL CONCRETE PAVEMENT TO BE AS FOLLOWS: SIDEWAIJ( AREA 4' THICK CONCRETE PAVEMENT 2500 P.SI. j3 REBAR 0 18' LIME STABILIZED SUB -GRADE O.C. EACH WAY PARKING AREA 6' THICK CONCRETE PAVEMENT 3500 P.SI. #3 REBAR 0 18' Wit LIME STABILIZED SUB -GRADE O.C. EACH WAY DUMPSTER PAD 7 TACK CONCRETE PAVEMENT 3500 P.S.I. A0 REBAR 0 18' W/8" LIME STABILIZED SUB -GRADE O.C. EACH WAY DRIVEWAY 8' THICK CONCRETE PAVEMENT 3500 P.S.I. 13 REBAR O 18' W/6' LIME STABILIZED SUB -GRADE O.C. EACH WAY 3. THE SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 6' AND UNIFORMLY COMPACTED TO A MINIMUM OF 95% PF STANDARD PROCTOR DENSITY (ASTM D 698). NEAR MINUS 2 TO 4 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINE BY THE TEST. 4. A MINIMUM OF 8% HYDRATED LIME TO BE USED TO MODIFY THE CLAY SUBGRADE S(XLS.IHE HYDRATE LIME SHOULD BE THOROUGHLY MUaD AND MENDED WITH THE UPPER 8' OF THE CLAY SUBGRADE (1XD0T ITEM 260). 5. UME TREATMENT SHOULD EXTEND BEYOND EXPOSED PAVEMENT EDGES TO REDUCE THE EFFECTS OF SHRINKAGE AND ASSOCIATED LOSS OF SUBGRADE SUPPORT. 8. REINFORCED POTUND CEMENT CONCRETE PAVEMENT SHOULD CONSIST OF PORTLAND CEMENT CONCRETE HAVING A 28-DAY COMPRESSIVE STRENGTH OF AT LEAST 3.500 PSI. THE MIX SHOULD BE DESIGNED IN ACCORDANCE WITH THE ACT CODE 318 USING 3 TO 6 PERCENT AIR ENTRAINMENT. 7. ALL REINFORCEMENT SHALL BE MINIMUM GRADE 60 IN ACCORDANCE WITH ASDA A-815. PLACE ALL REINFORCING BARS ON PLASTIC CHAIRS TO POSITION THE SILL AT APPROXIMATELY MID POINT IN THE SLAB. OTHER TYPES OF SUPPORT (ROCKS, BRICKS, ETC.) ARE NOT ALLOWED. 8. SAWED CONTROL JOINTS SHALL BE PLACED AT 12' MAX. SPACING OR AS SHOWN ON THE PLAN. CONTROL JOINTS SHALL BE SAWED WITHIN 3 HOURS AFTER PLACING CONCRETE. JOINTS SHALL BE PROPERLY CLEANED AND SEALED AS SOON AS POSSIBLE AFTER JOINTS ARE CUT. 9. EXPANSION JOINT SPACING TO BE A MAXIMUM OF 60 FEET. CONTROL JOINTS FORMED BY SAWING ARE RECOMMENDED EVERY 12 TO 15 FEET IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. 10. ALL PAVEMENTS, SIDEWALKS AND AREA PAVEMENTS SHALL HAVE A MEDIUM BROOM FINISH. • 11. TRENCH SAFELY: IF ANY TRENCH ON THIS JOB SITE. INCLUDING OPEN EXCAVATIONS WHOSE DIMENSIONS CAUSE THEM TO BE CONSIDERED TRENCHES BY 0.SH.A.. c REGARDLESS OF WHETHER FOR THE INSTALLATION OF UTIUTES. FOUNDATIONS OR ANY f OTHER SITE ELEMENT. IS EQUAL TO OR GREATER MAN 5.00' DEPTH. THEN THE CONTRACTOR SHALL NOT PERFORM ANY TRENCHING ON THIS SITE UNTIL HE HAS FIRST 1 OBTAINED DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY STJItMS CONFORMING TO 0.S.H.A. REQUIREMENTS. SUCH PLANS AND SPECIFICATIONS SHALL r BE t PREPARED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY OR CONTRACTED BY THE CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE CONTRACTOR'S MEANS i AND METHOD'S OF CONSTRUCTION. IF THIS PROJECT IS OFFERED FOR BIG. THE BIDS MUST I CONTAIN A SEPARATE UNIT PRICE PAY ITEM FOR TRENCH SAFETY. 12. ALL SURPLUS EXCAVATION AND WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE f CON- TRACTOR AND IT SHALL BE HIS SOLE RESPONSIBILITY TO REMOVE SUCH SURPLUS EXCAVATION AND WASTE MATERIAL FROM THE SITE TO A PUBUC DUMP SITE APPROVED FOR THE DISPOSAL OF SUCH MATERIALS IF SURPLUS EXCAVATION IS REMOVED FROM THIS SITE TO ANOTHER PROPERTY. IT SHALL BE PLACED ON SUCH PROPERTY W11H THE WRITTEN CONSENT OF THE OWNERS) OF SUCH PROPERTY. A COPY OF SUCH WRITTEN CONSENT SHALL BE PROVIDED TO TAD. IF THE CONTRACTOR WASHES TO DISPOSE OF SURPLUS EXCAVATION ON -SITE, IT SHALL BE ONLY FAITH THE PRIOR APPROVAL OF THE TAD'S PROJECT REPRESENTATIVE AND CARE SHOULD BE TAKEN TO AVOID BLOCKING NATURAL DRAINAGE AND INCREASING S IEt? SLOPES. 13. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OM STAKING AND TO VERIFY PROJECT / ELEVATIONS. 'MATCH EXISTING' SHALL BE UNDERST00D TO APPLY TO BOTH VERTICAL ELEVATION AND HORIZONTAL ALIGNMENT. > 14. ANY EXISTING SITE IMPROVEMENTS OR INURES REMOVED, DAMAGED OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE E OWNER'S REPRESENTATIVE AND AS APPROVED BY THE OWNER DF SUCH UTILITY. ANY i SUCH REPAIR OR REPLACEMENT SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. Jn THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW. STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF THE DIMENSION GROUP No. DATE REVISION / DESCRIPTION BY 0 DATE REVISION / DESCRIPTION BY ,os. i.wx1w10AD o,n.a It PROJECT INFO. PRUDENT DEVELOPMENT NWC NORTH TARRANT PKWY & OLD DENTON ROAD FORT WORTH, TEXAS DRAWING INFO. PAVING EXHIBIT PROJECT No. 10102 DATE: 04/18111 DRAWN BY: CS CHECKED BY: KP SHEET NUMBER B \11 L J 1I DN.®37Zz SDp�—' _ s STA:0+00 INSTALL' PROP.4:1 SAFETY END TREATMENT HEADWALL W/51X5 ROCK RIP -RAP (MIN.12' ROCK). HEADWALL TOP: 897.25 24' Fb895.00 __ an ay —1:81S SLOPE CULVERT-2J\ J0100:9.84 CFS OCAP:13.03CFS IP1.I DITCH 2._ --t. IL. LI r DRAIN ® LOPE -I ~ // . STA: 0+48.3 INSTALL: PROP.4:1 S FEIY END TREATMENT HEADWALL W/.5X5' GROUTED ROCK RP -RAP (MIN.12' ROCK). HEADWALL TOP: &118.00 24' FL 69578 PROPS' WOE CURB CUT W/5"X5GROUTED ROCK RIP-RAP.(MIN.B' ROCK) 705 8 8 un- en PROP.GRADE J 700 i 685 EKh PR E TO IAA IGtOUTED ROC( 1111P'kirpiti2 PROP: 1_ oCL PFCP.2 impaa ANN"n471SLDEC Y �5.en-12 v, Er 90ROM-OF-OOHORE/E- DOMINO GRADE!" CL RIPS-RA(&MN. —6RpR irr ego -D+t -0+50 N V 0400 50+00 JP. Yt_ 10D+00 STORM SEWER & DRAINAGE SLOPE PROFILE "A" SCALE H:1'a20' w' '1 V 100+00 I50+00 705 805 880 0.1d' t'pAuaTT'.LL 1cTai) MOV( FOP NORAUID[YTH »N'W( QV I DC CIS Left sDC5WPP5.1 nlca sxton.s soff0.M WiOln: ].iti AMNNpWY WIV HO(NT W bZ' IDEE.TUDINAt 1tOPErt1}T[ INL1lT, NwMFtl[nn reul1x1nFI AYUFGFv4l W.t .405 PS o:uwi..onnrcr2 n.K F; 0.1(M7(1%4tiocuAtUMW.) SLOW FMNWMM O(11M PNpvIC4o: LCULI.DoN440S t24T54451.00e.i( Kraft 31o[Stnl 1 mT(�M W W 134lXYY fi W NNiN4i COO P ICLUNT.6N2 IONCN UANAILpK+l6* IefURT NW.w.0IEC11.0,55! FvOLULCLL v o maT 010.PaO0A1% CI0M SAOVt 10E NOPMµ IMPDI PAOVRMR 0t.O.I4.2:05 4IfI 51CS1.0VGSl W flW.tW.1IX.1(41L AXNN 9GY COO LiCE'NI W W1 USULltJOinAt SLOPPl1:X GUTTY NDLVF( OP DCG:c1T NY(RA4( V L:CiT,I/1l1 CluW PS O1-iNCFaK.tt.2i4 N[[S BENCHMARK: SQUARE CUT ON TOP OF EXISTING DROP INLET LOCATED 26'4/- SOUTHEAST OF THE NORTHEAST PROPERTY CORNER. ELEVATION - 702.27. FLOOD ZONE: NO PART OF THE PROPERTY IS DEPICTED IN THE 100-YEAR FLOOD PLAIN BASED ON FEDERAL INSURANCE RATE MAP (FIRM) 4843900090K SEPIEMBER 25, 2009. HY 8-Anal ya4s Results - Culvert '1 'fl, wu. I I :�. ,L ..� ... , . y , j_...w .,�, -., ,��. .,,. ... . ti. ,, we L.gn4. I,we--OJ aw[.»..v, % IA, 4! HY-8 Analysis Results -Culvert 1 ,.v I THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED SY COMMON LAW. STATUTORY AND OTHER RESERVED RIGIITS INCLUDING COPYRIGHT. TIIEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF THE DIMENSION GROUP NO. DATE REVISION / DESCRIPTION BY No, DATE REVISION / DESCRIPTION BY MitictoeslialtSION PROJECT INFO. PRUDENT DEVELOPMENT NWC NORTH TARRANT PKWY & OLD DENTON ROAD FORT WORTH, TEXAS DRAWING INFO. STORM DRAIN EXHIBIT PROJECT No. 10102 DATE: 04T18111 DRAWN BY: CS CHECKED BY AP SHEET NUMBER B1 CONSTRUCTION COST ESTIMATE FOR PUBLIC IMPROVEMENTS Project: NTP Retail Building Contractor: TBD ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL PRICE 6 WATER LINE 25 L.F. $ 20.00 $ 500.00 FIRE HYDRANT 1 EACH $ 2,500.00 $ 2,500.00 8 WATER LINE 80 L.F. $ 30.00 $ 2,400.00 8"X16" TAPPING SLEEVE 1 EACH $ 1,100.00 $ 1,100.00 8" VALVES 2 EACH $ 1,500.00 $ 3,000.00 18" Steel Encasement 50 L.F. $ 80.00 $ 4,000.00 8"X6' Reducer 1 EACH $ 1,500.00 $ 1,500.00 6" VALVE 2 EACH $ 1,200.00 $ 2,400.00 8"x2" Tee 1 EACH $ 1,200.00 $ 1,200.00 8"x1" Tee 1 EACH $ 900.00 $ 900.00 1" Valve 1 L.F. $ 350.00 $ 350.00 2" Valve 1 EACH $ 500.00 $ 500.00 1" Water Meter 1 EACH $ 1,600.00 $ 1,600.00 2" Water Meter 1 EACH $ 2,000.00 $ 2,000.00 Total $ 23,950.00 4:1 Safety End Treatment Headwall 24' RCP GROUTED ROCK RIP RAP 2 48.3 50 EACH L.F. S.F. $ 3,500.00 $ 30.00 $ 10.00 $ $ $ 7,000.00 1,449.00 500.00 Total $ 8,949.00 8" THICK CONCRETE DRIVEWAY 6" Lime Stabilazation Earth Work 1250 1250 1 S.F. S.F. LUMPSUM $ 8.00 $ 2.00 $ 10,000.00 $ $ $ 10,000.00 2,500.00 10,000.00 Total $ 22,500.00 BUSH\ ESS ORGANIZATIONS INQUIRY - VIEW ENTITY S L4CRETAR f TATE Page 1 of 1 UCH I Business Organizations I Trademarks Notary I Account Help/Fees I Briefcase I Logout BUSINESS ORGANIZATIONS INQUIRY n VIEW ENTITY Filing Number: 800868251 Entity Type: Domestic Limited Liability Company (LLC) Original Date of Filing: September 10, 2007 Entity Status: In existence Formation Date: N/A Tax ID: 32033701239 FIEIN: Duration: Perpetual Name: Address: NTP Point LLC 1755 SANDHILL ROAD DALLAS, TX 75238-1215 USA REGISTERED AGENT FILING HISTORY NAMES ASSOCIATED MANAGEMENT ASSUMED NAMES ENTITIES Last Update September 10, 2007 Name Mostafa Setayesh Title Manager Address 10755 Sandhill Road Dallas, TX 75238 USA Order Return to Search Instructions: 4 To place an order for additional information about a filing press the 'Order' button. https://direct.sos.state.tx.us/corp_inquiry/corp_inquiry-entity.asp?spage=mgmt&: Spagefrom=&: Sf ling_nu... 06/02/2011 BUSINESS ORGAMZATIONS INQUIRY - VIEW ENTITY TEXAS SEC ETA it f $TAT Page 1 of 1 UCC Business Organizations Trademarks Notary Account Help/Fees I Briefcase I Logout BUSINESS ORGANIZATIONS INQUIRY -VIEW ENTITY Filing Number: Original Date of Filing: Formation Date: Tax ID: Duration: Name: Address: 142741400 December 30, 1996 N/A 17526831049 F E I N : Perpetual Entity Type: Entity Status: BONAFIDE, INC. 10755 SAN D H I L L ROAD DALLAS, TX 75238-1215 USA Domestic For -Profit Corporation In existence REGISTERED AGENT FILING HISTORY NAMES MANAGEMENT ASSUMED NAMES ASSOCIATED ENTITIES Last Update June 27, 2007 June 27, 2007 June 27, 2007 Name MOSTAFA SETAYESH MOSTAFA SETAYESH MOSTAFA SETAYESH Title Director PRESIDENT SECRETARY Address [ADDRESS NOT PROVIDED] [ADDRESS NOT PROVIDED] [ADDRESS NOT PROVIDED] Order Return to Search Instructions: To place an order for additional information about a filing press the 'Order' button. https://direct.sos.state.tx.us/corp_1nquiry/corp_inquiry-entity. asp?spage=mgmt&: Spagefrom=&: Sfiling_nu... 06/02/2011