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HomeMy WebLinkAboutContract 47680 MyC ' Y CTo L '1640 Developer and Project Information Cover Sheet: Developer Company Name: D.R.Horton Texas, LTD, a Texas Limited Partnership By D.R. Horton, Inc., a Delaware corporation-It's authorized agent Address, State,Zip Code: 6751 North Freeway,Fort Worth,TX 76131 Phone&Email: 817-230-0800, mallen@drhorton.com Authorized Signatory,Title: Mark Allen, Assistant Secretary Project Name and Brief Lost Creek Ranches North Description: Project Location: West/Northwest of Valley Ranch Road Plat Case Number: FP-15-031 Plat Name: L.C. King Mapsco: 8J&K Council District: 7 City Project Number: 02632 CFA Number: 2015-130 DOE Number: 7487 To be coinpleted b aff.- Received by: j Date: a, -4 r "' X1.32016 - OFFICIAL RECORD � r CSTt O'F FORIWORTII , City of Fort Worth,Texas CITY SECRETARY AM Standard Community Facilities Agreement ,; is CFA Official Release Date: 07.30.2015 FT. WORTHv YX `a Page 1 of 11 41>1 f 4 04 6, STANDARD COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary COUNTY OF TARRANT § Contract No. WHEREAS, D.R. Horton-Texas, LTD., a Texas Limited Partnership By D.R. Horton, Inc., a Delaware corporation -It's authorized agent, ("Developer"), desires to make certain specific improvements as described below and on the exhibits attached hereto ("Improvements") related to a project generally described as Lost Creek Ranches North ("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. B. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy and recognizes that there shall be no reduction in the collateral until the Project has been completed and the City has officially accepted the Improvements. Developer City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date: 07.30.2015 Page 2 of 11 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) 0, Sewer (A-1) ®, Paving (B) ®, Storm Drain (B-1) ®, Street Lights & Signs (C) M 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 City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date: 07.30.2015 Page 3 of 11 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 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. City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date: 07.30.2015 Page 4 of 11 I. 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. 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 City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date: 07.30.2015 Page 5 of 11 construct the improvements in a good and workmanlike manner, free from defects, in conformance with the Policy, and in accordance with all plans and specifications. N. Upon completion of all work associated with the construction of the Improvements, Developer will assign to the City a non-exclusive right to enforce the contracts entered into by the Developer with its contractor along with an assignment of all warranties given by the contractor, whether express or implied. Further, Developer agrees that all contracts with any contractor shall include provisions granting to the City the right to enforce such contracts as an express intended third party beneficiary of such contracts. O. Inspection and material testing fees are required as follows: i. Developer shall pay in cash water and wastewater inspection fees and material testing fees equal to two percent (2%) for a total of 4% of the developer's share of the total construction cost as stated in the construction contract. ii. Developer shall pay in cash paving and storm drain inspection fees equal to four percent (4%) and material testing fees equal to two percent (2%) for a total of 6% of the developer's share of the total construction cost as stated in the construction contract. iii. Developer shall pay in cash the total cost of streetlights or if the city is not installing the streetlights, inspection fees equal to four percent (4%) of the developer's share of the streetlight construction cost as stated in the construction contract. iv. Developer shall pay in cash the total cost of street signs. P. COMPLETION WITHIN 2 YEARS i. Developer shall complete the Improvements within two (2) years, provided, however, if construction of the Improvements has started within the two year period, the developer may request that the CFA be extended for one additional year. ii. Nothing contained herein is intended to limit the Developer's obligations under the Policy, this Agreement, its financial guarantee, its 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 City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date: 07.30.2015 Page 6 of 11 the end of two (2) years from the date of this Agreement (and any extension period) the Improvements have not been completed and accepted. iv. The City may utilize the Developer's financial guarantee to cause the completion of the construction of the Improvements or to cause the payment of costs for construction of same before the expiration of two (2) years if the Developer breaches this Agreement, becomes insolvent or fails to pay costs of construction and the financial guarantee is not a Completion Agreement. If the financial guarantee is a Completion Agreement and the Developer's contractors and/or suppliers are not paid for the costs of supplies and/or construction, the contractors and/or suppliers may put a lien upon the property which is the subject of the Completion Agreement. (REMAINDER OF PAGE INTENTIONALLY LEFT BLANK) City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date:07.30.2015 Page 7 of 11 Cost Summary Sheet Project Name: Lost Creek Ranches North CFA No.: 2015-130 DOE No.: 7487 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 $ 72,640.00 2.Sewer Construction $ 110,564.00 Water and Sewer Construction Total $ 183,204.00 B. TPW Construction 1.Street $ 148,249.25 2.Storm Drain $ 158,115.00 3.Street Lights Installed by Developer $ - 4. Signals $ 4,100.00 TPW Construction Cost Total $ 310,464.25 Total Construction Cost(excluding the fees): $ 493,668.25 Construction Fees: C. Water/Sewer Inspection Fee(2%) $ 3,664.08 D. Water/Sewer Material Testing Fee(2%) $ 3,664.08 Sub-Total for Water Construction Fees $ 7,328.16 E. TPW Inspection Fee(4%) $ 12,254.57 F. TPW Material Testing(2%) $ 6,127.29 G. Street Light Inspsection Cost $ - H. Signals Inspection Cost $ 164.00 H. Street Signs Installation Cost $ - Sub-Total for TPW Construction Fees $ 18,545.86 Total Construction Fees: $ 25,874.02 Choice Financial Guarantee Options,choose one Amount Mark one Bond=100% $ 493,668.25 x Completion Agreement=100%/Holds Plat $ 493,668.25 Cash Escrow Water/Sanitary Sewer=125% $ 229,005.00 Cash Escrow Paving/Storm Drain=125% $ 388,080.31 Letter of Credit=125%w/2yr expiration period $ 617 085.31 City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date: 07.30.2015 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 D.R.Horton-Texas,LTD., a Texas Limited Partnership By D.R.Horton,Inc.,a Delaware corporation-It's autorized agent Jesus J. Chapa Assistant City Manager Date: �� Name: Mark Allen Title: Assistant Secretary Recommended by: Date: v ATTEST: (Only if required by Developer) r Wendy Chi-B ulal, EMBA, P.E. Development Engineering Manager Water Department Signature Name:,—,'__�5�.•o.�.� Douglas . Wiersig, P.E. Director 1 Transportation &Public Works Department Approved as to Form &Legality: ATTEST: Assistant City Attorney Mary J. Ka �a�oa M&C No. N/14 City Secreta y Date: F..A- I Zy 5 A City of Fort Worth,Texas Standard Community Facilities Agreement OFFICIAL RECORD CFA Official Release Date: 07.30.2015 CITY SECRETARY Page 9 of 11 Fr, riORTH9 TX 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 Improvments Water Cost Estimate Exhibit A-1: Sewer Improvements Sewer Cost Estimate Exhibit B: Paving Improvements Paving Cost Estimate Exhibit 13-1: 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 CFA Official Release Date: 07.30.2015 Page 10 of 11 ATTACHMENT"1" Changes to Standard Agreement Community Facilities Agreement City Project No. 02632 None City of Fort Worth,Texas Standard Community Facilities Agreement CFA Official Release Date: 07.30.2015 Page 11 of 11 VN8VdbH Z a w o � AIN s co O RIDGETOP ayyJ 1S3210 -nIH Q Y z ivrn uio 7 ~ O Z z a Q O D CL JOz < 0U U) U O QD _ Z O U Of 3 Q Y � � m o >, L N I� NOIN30 Ol0 Exhibit A-Water NOTES: "TM GENERAL NOTES ' (1) 29-1"water services to be installed in this contract NO 7E, 111 CRITICAL 111 1 I I TEST HOLE 01 29-1"water services this sheet. CONTRACTOR SHALL MAINTAIN A MINIMUM OF LOCATIOASOF EXISTING UTILITIES ARE APPROXIMATE AND 8' STEEL 20'SEPARAPON BETTSEEN SERNCE LINES W . ARE BASED ON PUBLIC RECORDS.THE CONTRACTOR IS 1 , I NO : 613JBE3 TEST (2) 29-Class A water meter boxes to be installed by Contractor. ,E Cnc; COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING I I T/P ' D� F U S K 29-Class A water meter boxes this sheet - -Lor -'" v LOT -LOr ii 1 / '"{,� UTILITIES,BOTH HORIZONTALLY AND VERTICALLY,BEFORE THE _ COMMENCEMENT OF ANY CONSTRUCTION. �/ s WARNING TO CONTRACTOR: cAA°�D[ / NEW WATER LINE CROSSING SE£NOTE ABOVE `\ r I OR OTHER UTILITY LOCATING 1 L MIS C/' WG, SEE PLAN AND PROFILE V 8 o LEFT " " uro uu m �'ona�s s uz Tµ. SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.MJ MAINTAIN MINIMUM OF 2'VERTICAL CLEARANCEao5-Cb THOMAS ENGINEERING IS NOT RESPONSIBLE FOR KNOWING ALL 1 , _ I - -::-:- -n-::-n- tt-:: • " EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES _ ,AE NEW ON DRAWINGS. wn u u oo-a'D»'m 1 �\ ��za xucarar cum NEW STORM SEWER LINE CROSSING L DO NOT LOCATE FIRE HYDRANT IN SIDEWALK. UTILTE ITY RELOCATION NOTE: ES,POWER POLES,GUY WIRES, SEE PLAN AND PROFILELOr 7" oi� fF' Lor 2. PROVIDE FOUR (4) FOOT CLEARANCE AROUND FIRE HYDRANT. TELEPHONE UTILITIES,ETC.ARE FOUND TO BE IN CONFLICT WITH �m MAINTAIN MINIMUM OF 2'VERTICAL CLEARANCE 3. EXTENSION SECTIONS MAY BE USED AS REQUIRED AND INSTALLED AS PER THESE CONSTRUCTION PLANS,THE CONTRACTOR SHALL CONTACT MANUFACTURER'S INSTRUCTIONS. THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE SCALE 1" 50' ' �\I �\ �/ 4. FOR CONCRETE PRESSURE PIPE OR BURIED STEEL PIPE, PROVIDE AN ISOLATION KIT AND RELOCATION OF ANY/OR ALL SUCH UTILITIES(NO SPECIAL PAY). iiiiii@FEET ' l� _ \`� - NOT TO SCALE WAX PETROLATUM TAPE COATING PER SECTION 33 04 10 AND FLxMJ GATE VALVE. CONTRACTOR ADVISORY: _ SIS AGENTS,SUB o zs so wo i '�\\2y 4\ \ 21• \\\ \\\ 16•CsoaR - -- \V�'- METAL tz aoAe RTI •aoAR LIY CONTRACTOR/ENGINEER/SURVEYOR ARE COMPLETELY ----- -- 12'CaaRLul RESPONSIBLE FOR THE VERIFICATION OF THE ACCURACY OF THE I;/) \ p C - G DIMENSION CONTROL FURNISHED HEREIN.THE OWNER,AND HIS 1- CO D I 30• oaR Cul ` I AS ib• - AGENTS,ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE (n (n 1 i \ , -- COORDINATES FURNISHED.THE CONTRACTOR IS REQUIRED TO VERIFY ALL OF THE COORDINATES FOR ACCURACY AND CONFIRM Q / I I \ \ I \\Y-- Roo.Lw uTomR -- tmwuna s'� 'ivar n THE LOCATIONS OF ALL UTILITIES TO BE CONSTRUCTED,BOTH 1 ^ / 1 \ \ . '� �"azo�'•HORIZONTALLY AND VERTICALLY.DISCREPANCIES FOUND BY THE Co / ( CONTRACTOR SHALL BE REPORTED IN WRITING,TO THE OWNER LA.J \ IMMEDIATELY FOR RECONCILIATION. \\ \\� \�\\ �. � 0 j , 11* UTILITY CONTACTS 1 \wxa`rm o \ \\\ FORT WORTH WATER DEPARTMENT 817-392-8296 (n I \ \ I �"�°` I FORT WORTH TRANSPORTATION&PUBLIC WORKS 817-392.8100 1 1 \ \ 4• « SS EXIST. 24" S.S.M-591,X-15324 PS"' i TRI-COUNTY ELECTRIC COOPERATIVE,INC.817-980.7152 (/-) 1 1 \\ za�RuxR TXU ELECTRIC 800344.8377 I 1 6•w.a ATMOS ENERGY 800.545.6W5 W I \ \\ • zxu•RureFrxr \ \ \ ,ma,aW 1 '1RCuroiltrarAsoN>K AT&T 800395-0440 CHARTER COMMUNICATIONS 800344-8377 FORT WORTH LIGHT AND SIGNAL DIVISION 817-392.8100 TEXAS EXCAVATION SAFETY SYSTEM~ 1 1 \\ �\\ \\ �\\ �\ ---------- -------------- ------------�_- _gym I z-a•wuor PARKS AND COMMUNITY S RVICESDEBPT.T.817-3927275 ~ �-------- _ -I---- ---- -�--- 1 1 LOT 30 \ \ 0u=stb.oz Hp70igw[ren r.vomlr za FL 24" ss HORIZONTAL&VERTICAL CONTROL ' W D.L. HUDGINS JR. \\ \ FL=608.63 u4.mC rA3oaa "°a"r asoom 6•PL=41o• n INST. NO. D208270543 �\ ��\ ------- 24 S ---�1 - BENCH MAKS ------- ------------- to waaow LL-I 1 \ \ -1, I 12j7 ICITY OF FORT WORTH MONUMENT NO.9145 LOCATED ON NYam. i o \ UXAm W eac>m \\ \ \ LOT 30 ♦ W 1.0 KELLER HASLET ROAD 0.25 MILE EAST OF OLD DENTON imn nwonulq W"O�M I� �•'� 1.15 ACRES ' HIGHWAY THE EAST END OF CONCRETE RAIL ON A BRIDGE. 2 �O ELEV.=843.3.60'. '> , \ •mn Rnaa0.Y oHm ote mta rmeoRm Ir \ \ \ _C-1' C-Q `�' � I a""mo rmu 1 naaonlAt rAsoort 1r r + A00°""'uID°'I wrn Tm j Szem: \ \ rAvort `: e m I I +c 6. � 10 SOAR BOX CUT ON THE SOUTHEAST CORNER OF A CURB INLET ON \ + LOT 2;• f f t 26 T 2s I E I 12�� THE SOP Of CURB ON THE WEST SIDE OF VALLEY RANCH INTERSECTION\ \ (( ) ^' Si E- fit- �[- :I.wi F• s•�/ 1 �`-------_-- ----- --- ----� -- --- \ \ \ LorzL�f I , >:® OF ALLEY RAN HROADAND EDILLIINORANCH ROAD.E ELEV. \ - Ilo sR4ra maf°°rt N m I N u g I 12' a ur619.68. ri, r4. 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RELOCATE p I AS REQUIRED TO ACCOMMOD TE NEW RIY=62. I I 18 I 1 I CONSTRUCTION. CONTRACTOR TO MEDLIN RANCH ROAD R=616.2 LOCATE PRIOR TO ANY CONSTRUCTION. UNABLE '= I LL 1 C I _ MJ THOMAS 31 I I 17 F_ p I I I -- - I I 3 8� 2 3 1 I 2 2 ® ^ I I 9 I 3973 W.VOTRY BLVD,SUITE 103 PHONE-te1 73z-9839 FORTWORTH,7X76107 .- 81 7329841 ' ) = F39 I I X I 1 CSI I I ( REGISTRATION No.F9435 AUT NO.- 636002 1 I 54 I I I O I I I I 32 I I 16 , , DESIGNED: MAT ASSHOWN PROJECT NO. 37 24 , , 21 I , I ( I ( I DRAWN: RI DATE CITY PROJECT NO.02632 ' i Z BLOCK 18 I I , I ( I ( ( I I I 8 I CHECKED: MAT MAY 2015 SEWER P27s 70713oz63263 4 SHEET WATER:P275-607150263263 of 44 / GENERAL NOTES ��: / b Q, / '7,(.1, �£p/ ••��. ` / �O, / III CRITICAL!II �/ on o/1 Jp„ vp� L, d/• (9 LDCATfORnFEXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS.THE CONTRACTOR IS / s STA.2+48.68 SANITARY SEWER UNE'A' / Nb' b \ COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING / FURNISH d INSTALL8-S I CONSTRUCT: / / .1, ] /\ / UTILITIES,BOTH HORIZONTALLY AND VERTICALLY,BEFORE THE / 1 - STD.B D!A.SSMH W/ SSMH UD / syy� `31 p / v � , 8 // WARNING TO CONTRACTOR: COMMENCEMENT OF ANY CONSTRUCTION: d ASSEMBLY(PER 33 OS 13) / 03 t7 / )OR OTHER UTILITY LOCATING s F�'S�` AS SSEM LY / / 7-) / .�S`p \ / SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.MJ glg� ) \ B"FL(OUT)= 3.82 / EEXISTING UTILITIES OR DEPICTING EXACT LOCATIONSS ENGINEERING IS NOT RESPONSIBLE FOR IF UTILITIES 8"FL(IN)=613.82 / N 5220.08 NG ALL ON DRAWINGS. 11 E 5678.13 UTILITY RELOCATION NOTE: 8 9°>d o a J / "'9 S�• \\ / Loi 4 / S / / ES,POWER POLES,GUY WIRES, o / TELEPHONE UTILITIES,ETC.ARE FOUND TO BE IN CONFLICT WITH 7' THESE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACT FURNISH d INSTALL 301.18 LF OF 8"DU. S " / / THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE PVC-SDR 26 AT 0.65%INLCUDING / RELOCATION OFANYIORALL SUCH UTILITIES(NO SPECIAL PAY). EXCAVATION,EMBEDMENT,AND BACKFILL. / - CONTRACTOR ADVISORY: COMPLETE IN PUCE. / / THE CONTRACTOR,AND RIS AGENTS,SUB -- I STA.2+02.43 SANITARY SEWER UNE'A' / / CONTRACTORIENGINEER/SURVEYOR,ARE COMPLETELY 14 FURNISH d INSTALL CONSTRUCT: ••8 t / Sp L1�e / ./ RESPONSIBLE FOR THE VERIFICATION OF THE ACCURACY OF THE I 1- STD.4'DIA.$SMH W/ SSMH UD f '•8 Y ^ \ - / / DIMENSION CONTROL FURNISHED HEREIN.THE OWNER,AND HIS I I At ASSEMBLY(PER 33 05 13) / AGENTS,ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE I I AS DETAILED / ^ STA.5+49.86-SANITARY SEWER UNE'A' / COORDINATES FURNISHED.THE CONTRACTOR IS REQUIRED TO / FURNISH d INSTALL/CONSTRUCT: - / VERIFY ALL OF THE COORDINATES FOR ACCURACY AND CONFIRM V R( =61 I 1 - STD.4' SSMH W/ SSMN UO / THE LOCATIONS OF ALL UTILITIES TO BE CONSTRUCTED,BOTH V FL(IN)N)=613.0033 DLL OL 5266.33 d ASSEMBLY(PER 33 05 13) �'7Xdt�y. / HORIZONTALLY AND VERTICALLY.DISCREPANCIES FOUND BY THE Loi 2s I ) .1 E5677.92 \ VO / AS DETAILED ��3 / CONTRACTOR SHALL BE REPORTED IN WRITING,TO THE OWNER ' I 8"FL(OUT)=615.78 ` / IMMEDIATELY FOR RECONCILIATION. \ 8"R(IN)=615.88 r y s / $ �/ '•8 N 5218.69 / ` o. / UTILITY CONTACTS -"-I PROPOSED 32' PUBLIC y1�� \ �� Sp• 1 ,.+.j•,� \ � E 5376.95 M �'/ i I DRAINAGE AND SANITARY ya o \� /j•, FORT WORTH WATER DEPARTMENT 817a92�296 I I SEWER EASEMENT ro \ �y \ I LOT 10 .._ / {y FORT WORTH TRANSPORTATION&PUBLIC WORKS 817-392-8100 a tAt 22 \\ / \ s' I - _- ,$� TRI-COUNTY ELECTRIC COOPERATIVE,INC.817-980-7152 \ ' ``.2>, TXU ELECTRIC 800.3448377 I FURNISH d INSTALL 192.84 LF OF 8'DU. \ ^ \ �� 10' UTILITY / LOT 11 •ry/ // _�� AT&TATMOS 800-39R 4800-545 005 PVC-SDR 26 AT 1.50%INLCUDINC \ h EXCAVATION,EMBEDMENT,AND BACKFILL \ tot 21 .'}� EASEMENT LOT 12 / -�/ CHARTER COMMUNICATIONS 800-344377 COMPLETE IN PUCE. \ .,g / T\ FORT WORTH LIGHT AND SIGNAL DIVISION 817-392.8100 FURNISH d INSTALL 311.95 LF OF B'OLA TEXAS EXCAVATION SAFETY SYSTEM 800-DIG-TESS PVC-SDR N AT 0.50%INLCUDING / PARKS AND COMMUNITY SERVICES DEPT.817-392-7275 PROPOSED 15' \\ \ LOT / \ / EXCAVATION,EMBEDMENT,AND BACKFILL APPROX. LOCATION OF PROPOSED HORIZONTAL&VERTICAL CONTROL \ 7 COMPLETE IN PUCE. PUBLIC SANITARY I \ y �� 3y 100-YR FLOODPLAIN AS DEFINED SEWER EASEMENT V STA.0+55.84-SANITARY SEWER UNE'AI t9DRAIANGE STUDY PERFORMED BY BENCH MARKS c •\- 6 / J FURNISH d INSTALL/CONSTRUCT- c / / \ BOYD HYDROLOGY DATED DEC. 2014 l FURNISH d INSTALL 55.84 LF OF 10"DU \� / \ CITY OF FORT WORTH MONUMENT 5 LOCATED ON �•G I - STD.4'DU.WATER TIGER SSMH / 100 YR OUSEL=622.33+/- KELLER HASLET ROAD 0.25 MILE EASSTT OF OLD DENTON IMP CL 51-SEWER AT 0.309 W/28.2 LF \ W SSMH UD d ASSEMBLY PER 33 05 13 h F i / ( ) ••6' HIGHWAY AT THE EAST END OF CONCRETE RAIL ON A BRIDGE. OF CONCRETE ENCASEMENT ID BACKFILL AS DETAILED LOT to "'� / 1 / COMPLETE I EMBEDMENT,AND BACKFILL. 10"FL(OUT)=610.46 ELEV.=643.60'. COMPIEtE IN PUCE. BOX CUT ON THE SOUTHEAST CORNER OFA CURB INLET ON 8"FL(IN)=610.73 '`OO / / / \ STA.0+00.00-SANITARY SEWER UNE'A' N 5396.58 / FV // STA.SH&If T SANITARY SEWER UNE'A' THE TOP OF CURB ON THE WEST SIDE OF VALLEY RANCH ROA E 5610.87 LOT 17 / .f FURNISH dINSTALL/CONSTRUCT: 260'+/-NORTH OF THE INTERSECTION OF THE INTERSECTION CONNECT TO EXIST.24"SANITARY SEWER(X-15324) \ / f 1- STD.4'DU.SSMH W/ SSMH UD OF FURNISH d INSTALL/CONSTRUCT: \ J d ASSEMBLY PER 33 05 13 / 619.68LLEY RANCH ROAD AND MEDLIN RANCH ROAD.ELEV._ 1-STD.4'D0.WATER TIGHT SSMH \ \� / AS DETAILED( ) SCALE i" 40' W/SSMH UD d ASSEMBLY(PER 33 05 13) \ \ / IAT 16 / ' AS DETAILED \ \ 8'FL(OUT)= 617.13 FEET BOX CUT T THE NORTHEAST CORNER OF A CONCRETE 24'ft OUT =609 13 I \ N 5217.25 u su .p ELECTRIC TRANSFORMER PAD LOCATED AT THE NORTHEAST (OUT) ( \ \ )n E 5065.01 CORNER OF LOT 33,BLOCK 22,LOST CREEK RANCH NORTH II I R.(IN)=610.29 �� \\ \ �� \ tot 15 10'UTILITY �\_ ELEV.=626.47'. \ EASEMENT / E 5610.44 _..... HORIZONTAL SCALE:1"=TIO' i 100 YR'WSEL _ - .. ...i. _ELV.s 619.33#i... VERTICAL SCALE 1" 4' ...TRENCH.WATER. _.. STOP: 55;84 L.F' OF 10" UCTILE'IRON PIPE --; : � o " 1 _.-. ._ -.._... ........ ... ... . ... i AT:0.30%:W/26.2 f OF CONCRETE ?ytp• // ENCAS E T PER SE :. 3. 5. U. .. _ ... . -: .. EFA N 3 0 1PROPOis j ... . .. __. . . ..._. _ ..... . . .... . .._ - _.. _ ._.. .... ._. ._... ED . . . . . • ENEWLECT QER ROVND: CENTE LINEGOFUPPE �.uicNn.................iaias; PROPOSED.2742".RCPs .......:. ELECTRIC L E93640 FL=¢13.66: /// _. _. ..$S'FL=f6f0.41.. - l�1 620 i -- -- �I1t°"'ALS os/22/is -- E STING GROUND 0 620 RENCH.WATER: REVISION TOP _.:. .:_ _.:-. _. _ - NO. DESCRIPTION DATE )�� 1.F_Of.8 i Q r w _i301 1 .L F.OF 8 SOR 6 PVC.PIPE A. 0:65% : .. �R MAP N0. ATE ..... .492.84 4F. Of 8 610 < . :: 46 PVG PIPE'. . ... .. ... .... .......... i . . . : . c 6fo SORA CITY OF FORT WORTH,TEXAS TRANSPORTATION&PUBLIC WORKS 0 .. ... ..:... ........Z .. - ..: �,�.... _.g 5 _ LOST CREEK NORTH .'a. ._ .:... ..... g FORT WORTH, EAAS .. SANITARY soo600 =3U _ � z APLAN&PROFILE N M t-f5N W= W W Z ^ S � I � K .:....... ``.N U'.Z..."Z.W..:.. ".y N..-. ..:32:... ...:...:...:...:N .3... ...Z .:.NV Z - Wl�-\.. .S Z. 32: .� - k Y 22: :... U.. M:..W b ._.. -H 1/1 3 p...Z t7 ,..gym. M. .. .q<ak'- ' N� MJTHOMAS 1_\,< .Y .z.�H .0•'{ J r N W. W N yp V S t7 W • \N M ___...z._....a..il....m.mc4'i•....z...3. ....tn.o.rn..............<.. ...a. . ...r,.._.. .. ...�._ .^ .. -......l+ -J. .N 3 C :v u 0 N W : :N 3 N P h p^N `A v t0 M V1 2 2 VI 0. "1•'n .. .. .-...Y a'b v .. 2i"i til O b:0,11•? ; 2 D O N II:b r 4f o N 11 .: :0 i0...... ... Z m.t�^ 11 q•t" -v.in Z. m�! II. W ..(t �I :... .:..�'.W'<.P.-�IY. .. :..- _ ...:M tp M.... ...:ao. ._m. ... .:..ad �a r-. 3971W.VICIa:RY BLVD..SURE 103 PF10NE-(8171732-9039 $dam .....-��:--I^ •41 flo O 3 m'.__ I.�p z.'v !H 1 11 :M m. .m _ io�.o I"u s... FDRTYJOR]H,7X78107 FAX. TOAll t _ REGISTRATION (t�� NO.F4435 mg ..:.0... ,.t�.�:,p.aZ ...�!f1.1p- :Q .�. ON.p._..:.Y 07.=..:.. :N ..W<.N :i.S.�jQG O . '+C'1•V 2 �:* v i-S y, 44: `-' :N y N �.'v t N; 11 .LL..4...-O N....- Vf. ._.....{L__... .. .D-".y._._NO... ._......._ 2. .-....._.m m ..i_.i�.. {I-'.- :....tt .. {t ...,1,_. ...q...a{� R ..:{I u.:.-. ..:(t .. {I ..z:-.at m...; SCALE .d z j <: it ... z: a II:o am .-+: .z �. ao m oo iu 1 3 J �^ t,1 4. .� -' ._..a�.I DESIGNED: MAT PROJECT NO. z.4 ..:.a m:!. �_ :. .: .`.:_ :< 1... ... J s.T7 G'_. z ..+t.a.!l�. N w.:... �+:... AS SHOWN DOE No.7467 _ .. 035002 590 :G N n N 4 m f� f m: 1i �' In z' .�1 m ... m m q I .s:� oo: m oo m. m: 590 DRAWN: RI CRY PROJECT NO.02632 SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 MAYA2015 TE SEWEER....P275-6071502632832 -73o2OF 44 CHECKED• MAT6 unit - vaving v, � IFiORIZONTAL SCALE:t"=�o'' GENERAL NOTES c LOST REEK RANCH NORT II ZZ A0018 VERTICAL SCALE:1"=4' !11 CRITICAL!!! C 8,A,SL 10372 I ECICAT10R5-0f EXISTING UTILITIES ARE APPROXIMATE AND 0 P,R.T.C.T. 63Navn'�n3 I ARE BASED ON PUBLIC RECORDS.THE CONTRACTOR IS Q �Q• (1( b�. gM /'' I COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING -_ __ UTILITIES,BOTH HORIZONTALLY AND VERTICALLY,BEFORE THE O /i COMMENCEMENT OF ANY CONSTRUCTION. NMI 373 LOT 1Y I WARNING TO CONTRACTOR:SI OR OTHER UTILITY LOCATING = I serol'a7t7 I I 1 SERVICES 48 HOURS PRKJR TO CONSTRUCTION ACTIVITY.MJ 0 I C/R STA.0+20.68- -35'L I I 1 THOMAS ENGINEERING IS NOT RESPONSIBLE FOR KNOWING ALL 1 T C ELEV. = 620.24(VERIFY)= I I EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES Z / ( )NIIM,e a3soao6 /' I ON DRAWINGS. I N=5177.9603 I I I ;tee'mei x-001 I I ( E=5WMW M. 671.0288 ( ( tnT e I LOT s LOT 10 C/L STA. 6+43'81�IN Ae aur e7iA" I UTILITY RELOCATION NOTE: I I I III i I I.,/ I LES,POWER POLES,GUY WIRES, THE RANCHES NORTH,LTD. >- LOT 1 tai 2 Lots I ( tot t tot 5 ,tgi c� LOT 7 &hti! 7 7fosm I TELEPHONE UTILITIES,ETC.ARE FOUND TO BE IN CONFLICT WITH VOL 14727,PG. 179 I Co (jJ Nit'M301S ( I I I - I N=5185.2903 �\ I THE APPROPRIATE UTIL�OTHESE CONSTRUCTION MPANYANDTHE RCOORDI CTOR SHALL CONTACT D.R.T.C.T. = J I I I III I /I I I E=5072,8598 1 RELOCATION OF ANY/0R ALL SUCH UTILITIES(NO SPECIAL PAY). J \ I CONTRACTOR ADVISORY: Ou Q C/R STA.0+40.65 - -14'L Ll C/R STA. 5+51.44 -14'L�01 / ,/ \ I TRECONiRACIUH,Ai6RISAGENTS,SUB T/C ELEV. = 620.05 3R311399A111111,01 'R T/C ELEV. = 622.60 / / CONTRACTORIENGINEERISURVEYOR,ARECOMPLETELY \ ' IRESPONSIBLE FOR THE VERIFICATION OF THE ACCURACY OF THE C/R STA, 0+04.34 - 24'R N=5198.9530 ` N=5196.6005 \ 145' SUSAN NOR DIMENSIONN CONTROL FURNISHED HEREIN.THE OWNER,,AND HIS T/C ELEV. = 619.36(VERIFY) -E=5650.9614 --- ------ ------ ----- -E=5140.1806 j �� 42\ l�i VOL6132CPG.623 SPON=5237.6001 ,_ y _ _ y , _ S00'15'S0'E D.R.T. .L COORDI ATEEFURNISHEEDSTHEOONTRACTOR SREQUIR DT E=5687.0942 f- 'S0� 25.0080' u�- I VERIFY LO E COORDINATESFACCURACYAEDOTHCONFIRM THE LOCATIONS Of ALL UTILITIES TO BE CONSTRUCTED,BOTH \ I HORIZONTALLY AND VERTICALLY.DISCREPANCIES FOUND BY THE 0 00 T 1+i 0 - r 2+00 - _3+IW -S89'44_1 'W 618.81" '_4+00 r m -o _5}00 - _6+0�0 1 4T\ r I I CONTRACTOR SHALL BE REPORTED IN WRITING,TO THE OWNER T T ;, r 5+51.44 3.6Q 1 \ I IMMEDNTELYFOR RECONCILIATION. HOCKLEY RANCH ROAD N o '-` -`-' `- ' 20 � 1 UTILITY CONTACTS _:. FORT`WOORTHWATER DEPARTMENT B9W2R _ C R STA. 6+07.90 14'R- C.1p I FORT RT TRANSPORTATION&PUBLIC 0 KS 817-392.8100 --------------------- -- -- ----- ---- - ------ - -C/l STA, 6+18.81 1 .00el.eaa C/R STA. 0+21.93^• 14'RT%ELEV. = 622.89 CA ST.2901 I TRI•COUNTY ELECTRIC COOPERATIVE,INC.817-980-7152 T/C ELEV. = 619.73 /T TXU ELECTRIC 800 0.545.0 31Wm .oIJ o N=5224.3401 E=5072.7447 I ATMOS ENERGY 800-545-6005 i� N=5227.0390 E=5083.5888 1 AT&T 600-395-0440 0 E=5669.5536 1 tot ly 1 CHARTER COMMUNICATIONS 800344.8377 c % I ' '`'''^ FORT WORTH LIGHTAND SIGNAL DIVISION 817-392.8100 C/L STA. 0+00.00- HOCKLEY RANCH ROAD I 1.. TEXAS EXCAVATION SAFETY SYSTEM800-DIGTESS C/L STA. 7+80.82 -VALLEY RANCH ROAD PARKS AND COMMUNITY SERVICES DEPT.817392-7275 to 24 N=5213.1401 LOT 21 LOT 20 LOT,s LOT to LOT 17 LOT 16 LOT is LOT 11 1 E=5691.5484 a I HORIZONTAL&VERTICAL CONTROL URNISH AND INSTAL m 1 SCALE V-40' BENCHMARKS BOLLARDS ON 6' CENTERS i J o I EEET CITY OF FORT WORTH MONUMENT N0.9145 LOCATED ON o$ I o 20 40 w KELLER HASLET ROAD 0.25 MILE EAST OF OLD DENTON LOT 25 " I 6"THICK 3600 PSI PORTLAND HIGHWAY AT THE EAST END OF CONCRETE RAIL ON A BRIDGE. CEMENT 6ONCRETE WITH ELEV.=643.60'. MO OLITHIC CURB At)D GUTTER aurum 63N3S AxnRlrs 6Nv \ �_ _ I W�/3 BARS AT 18 O.C.E.W. BOX CUT ON THE SOUTHEAST CORNER OF A CURB INLET ON -- - - - -- THE TOP OF CURB ON THE WEST SIDE OF VALLEY RANCH ROA \ ---- \ --------- ��------------------------------------- 1 260•+/-NORTH OF THE INTERSECTION OF THE INTERSECTION LOT 28 1-------- I ��. 5"THITKCONC 0 PSITE WITH 619.68'. t0i D ,i I '� \ OF VALLEY RANCH ROAD AND MEDLIN RANCH ROAD.ELEV._ LOT 30 \ MONOLITHIC CURB AND GUTTER ' �� 20.337 ACRES I '����-'�= � W�/3 BARS AT 18"O.C,E.W. BOX CUT ONTHE NORTHEAST CORNER OfACONCRETE \ BOOAI a7waou umoivl xndom Tilws=UN tlA-001 Al otsom 1 ELECTRIC TRANSFORMER PAD LOCATED AT THE NORTHEAST ( AI a3503wia �. Yloz'a36 miw.wo7omui awe. 1, 44/"/MTHICK 3600 PSI PORTLAND CORNER OF LOT 33,BLOCK 22,LOST CREEK RANCH NORTH II HOCKLEY RANCH ROAD (lY DOMBARS E OWN R)BENT�ONCRETE Do AEW ELEV. 626.4r. HORIZONTAL SCALE:1"=90' VERTICAL SCALE:1" 4' 0 t 1 0 .. I HIGH POINTE 24 06 0. "10 POINT 011 ti MICHAEL A.THOMAS LSV t 6,30 : .. ... ci m N Fr�'A� O /Z 51 .. ... ..... ... .. .................. ................... ......... ......... .... ...... - M .................. .... .....:.... ................ ....... It. REVISIONS .a - N .. N pWp m�.. m . . ............... ...... .......... �-w cv 77 71 NO, � DESCRIPTION DATE + it,o _ _..... _. _. . . ._.._ _. .. . FILL M ERIA4 SHALL CONFORM. -u�.. ? . o PROPOSED TOP OF TCU B _. ._:..4 ...a P9 ci chi v- AROUND:PACE OF CUR PROPOSED EC 0. 1%: 1' -1.27X' 4 . . ION 3t 24 00 �.v1- .. :.. :.. :...:_. ...:.. :...:..... . .:.._ 0.50% TOP OF CUR WATER MAP NO. i. 620 t - 620 . .:.. EXIST.GRmlla OUNp.. . ............ . .. .._ ._._____._.- _..._ -:..- _. CENTERLINE... . EXIST. ROUND: CTR.ANSOPORTOARTIO&PUBLIC WORKS U 0 CENTERLNE EXIST:GRO NO a _ ...... €UST GROUND. ... .. ... _ ... O.LT:R:O.W....... _..- i. ALC€N. RUNE:. .RT.R.O.W. . . . . ? m:.,� - 'o a o.. t. a .. c .. t.e..:. _. . :. _ ... ...:... . :. LO NORTH 'ij ,D N N N .:.. N N N FORT WORT TEXAS o . _-. _-.... _... ...... ._.. ..._..... .. ...... ._...... . _. ... _.:_.:_- .. :_ :_ _.. . 610 iLAN _ _acx.�. .�_. _ ..ti . .. � :-- v: _ � . . �.. . : : . . �. 610 HOCKLEY RANCH ROAD P &PROFILE STA. 0+00 TO 9+00 _. 3;615 9 7. 3142 . .3142 31.42 31:4 9 57 36 88 © Q a M "R: W M b. LO r .. ... __ H CKLEY C H R I� H H H: H it H ii: _11 - iii n ii: II 481n' i 2v73w.�Rretw suHE %bNE . .:...:... FORT WORTH TX 76/07 FA%- REGISiPATg11 rro FA135 tUT NO- .. :. -. ..1�i� :.. .. T NO _ i. CUL DE SAC DESIGN _..ci ..-.....-.__..v: ....:ai :...:_.:cz . . ... ....:czi. ..:oi. o i.. .. cA ooENGPR��EC - .�. DRAWN: MR T Off PROKa NO.02632 600 1-: :r 1-: 1- 1-. r 1- k-: t 600 NECKED. MAT OF 44 MAY 2015 EWM P275-707i3o263z SCALE AS SHOWN SHEET C DATE WATER:PDS 6071502632e3 33 0+00 1+00 2+00 3+00 4+00 5+00 6+00 S u Exhibit B1-1 Storm Crain GENERAL NOTES 111 CRITICAL III EDUATfON"F EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS.THE CONTRACTOR IS STA.0+00.00-PUBUC DRAINAGE CHANNEL'A' j / / 6\a // / �L�r COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING CONNECT TO EXISTING CREEK UTILITIES,BOTH HORIZONTALLY AND VERTICALLY,BEFORE THE 1 / COMMENCEMENT OF ANY CONSTRUCTION. FL=606.00(VERIFY) N 5746.5470 / / �� // / s�A WARNING TO CONTRACTOR: )OR OTHER UTILITY LOCATING E 5278.1385 / // / EXISTING 24'PUBUCERVIPRIOR TO SANITARY SEWER N / / / �XOO THOMAS ENGINEERING S EERING NOT R SNPONSIB E POR KNOWING ALL UE � / �•. o / / / DOE 3189 // / 13.30 O UTIILLIITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES 606.00 MEV (T EXISTING 25'SANITARY UTILITY RELOCATION NOTE: / 6 LES,POWER POLES,GUY WIRES, STA. 1+25.57-PUBUC DRAINAGE CHANNEL'A' / SEWER EASEMENT / / �'♦1 TELEPHONEUTOJTIES,ETC.AREFOUNDTOBEINCONFLICTWITH CHANNEL POINT OF CURVATURE / �' / / 6/��, THESE CONSTRUCTION PLANS,THE CONTRACTOR SHALL CONTACT CHANNEL FL=611.79 `� /// /,/ THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE 5623.0672 i RELOCATION OFANYK)RALL SUCH UTILITIES NO SPECIAL PAY.) 606.00 MEV 0 / \ 74 ' _ N E 5255.2992 // // Q/ CONTRACTOR ADVISORY: I THEZ;OATRTCTOR�W6AIS AGENTS,SUB CONTRACTORIENGINEERISURVEYOR,ARE COMPLETELY RESPONSIBLE FOR THE VERIFICATION OF THE ACCURACY OF THE 'L613.23 % I I DIMENSION CONTROL FURNISHED HEREIN.THE OWNER,AND HIS 0 AGENTS,ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE 20 COORDINATES FURNISHED.THE CONTRACTOR IS REQUIRED TO PROPOSED VERIFY ALL OF THE COORDINATES FOR ACCURACY AND CONFIRM fOR MAINTENANCE_ / / I THE LOCATIONS OF ALL UTILITIES TO BE CONSTRUCTED,BOTH \ / 1,. . / HORIZONTALLY AND VERTICALLY.DISCREPANCIES FOUND BY THE STA.0+36.87-PUBLIC DRAINAGE CHANNEL'A; ♦ e °r ,o �/ ' / 1 IMMEDIATELY NTRCTRSHALL BEREP RTEDINWRITING,TOTHE OWNER CONSTRUCT: /co / �X TRAFFIC BARRIER ASD N. I-PW-1 HEADWALL AILLOE Teoss �\� 6 1�\ // // \► ,00 �/ UTILITY CONTACTS FURNISH&INSTALL 1,300 SF OF FORT WORTH WATER DEPARTMENT 817-392.8296 ETPP-10 TRW AS SPECIFIED BY / / 611 0 / 1 FORT WORTH TRANSPORTATION&PUBLIC WORKS 817-392.8100 PRODUCT MANUFACTURER. / 'r f / J // / I TRI-COUNTY ELECTRIC COOPERATIVE,INC.817-980.7152 3-6'X3'RBC/CHANNEL FL=608.82TXUI 800-344-8377 N 5710.2882 L VQ J PNNE�g/ // / ATMOS ENTERGY800.545.6W5 / 4 / GN E 5271.4319 / ti° �< _ 2+00 _ _ \NP�E gOR�`�/ / 1 AT&T806.3954UO 6J 6 - -I Vg�\G�R�pNNE� 6♦h // I CHARTER COMMUNICATIONS 800.344-8377 2 .S7 FORT WORTH LIGHT AND SIGNAL DIVISION 817-392.8100 / 0 -6'X3'PARALLEL / / / P 1D / 20.67 TEXAS EXCAVATION SAFETY SYSTEM 800-DIG•TESS BOX CULVERT(NC-6-16)AT 7.66X CONSTRUCT 12. LF OF 3 i i I PARKS AND COMMUNITY SERVICES DEPT.817-392-7275 / y 601 INCLUDING EXCAVATION,EMBEDMENT, // / 6 �i� . // �n HORIZONTAL RL VERTICAL CONTROL AND BACKFILL COMPLETE IN PUCE / h\ / / STA.0+48.87-PUBLIC DRAINAGE CHANNEL'A' STA.0+72.99-PUBLIC DRAINAGE CHANNEL'A' �' / j BENCH MARKS CONSTRUCT: / / EXISTING 8'STEEL GAS ONE CROSSING STA. 1+46.55-PUBLIC DRAINAGE CHANNEL'A' // 1 CITY OF FORT WORTH MONUMENT NO.9145 LOCATED ON 1-PW-1 HEADWALL WITH TYPE T80SS / MAINTAIN 2'VERTICAL CLEARANCE _ ___ _- EXISTING 24'PUBLIC SANITARY SEWER UNE I KELLER HASLET ROAD 0.25 MILE EAST OF OLD DENTON TRAFFIC BARRIER AS DETAILED / // CONSTRUCT 960 Sf OF 6'THICK CONCRETE RIPRAP CROSSING.SEWER FtOWUNE IS UNKNOWN. I' HIGHWAY AT THE EAST END OF CONCRETE RAIL ON A BRIDGE. 3-6'X3'RBC/CHANNEL FL=609.74 / CONTRACTOR SHALL LOCATE HORIZONTALLY ELEV.=643.60. N 5698.4883 PE EN DEEP CONTINUOUS TOE WALLS, AND VERTICALLY AND REPORT FINDINGS TO // 1 / PERPENDICULAR TO CHANEL FLOW,ALONG ' BOX CUT ON THE SOUTHEAST CORNER OF A CURB INLET ON E 5269.2494 / UPSTREAM&DOWNSTREAM GAS EASMENT ONES. 616 ENGINEER.CONSTRUCT 50 LF OF CONCRETE // 1 THE TOP OF CURB ON THE WEST SIDE OF VALLEY RANCH ROA GAS TP=709.59(VERIFY) 615 ENCASEMENT CENTERED ON CHANNEL CROSSING "// u 1 266•+/-NORTH OF THE INTERSECTION OF THE INTERSECTION CHANNEL FL=611.59 CHANNEL FL=611.87 / 20 67 OF VALLEY RANCH ROAD AND MEDLIN RANCH ROAD.ELEV._ / 61 N 5602.2621 i 20.6Y BMW. / N 5674.7756 i E 5252.6929 i p C E 5264.8634 i I BOX CUTTHE NORTHEAST CORNER OF A CONCRETE ELECTRIC TRANSFORMER PAD LOCATED AT THE NORTHEAST SCALE V -20' CORNER OF LOT 33,BLOCK 22,LOST CREEK RANCH NORTH II FEET ELEV.=626.47'. 0 a w a PROFILE SCALE HORIZONTAL SCALE 1"=20' NEL A VERTICAL SCALE:1"_q' ... ._ ... ....... .... ... ....... ... ..:. ...i�. P r _:.. 620 620 ?C� . ......:... . PROPOSED GROUNDLINE' I� AT'RiGHT:CHANNEL BANK" CN A � \� �� 05112115 CONSTRUCT..12.0 LF OF A-6'X3 PARALLEL _ BOX CULVERT:(MC-6 15)AT 7REVISIONS -66% i PROPOSED GRDUNDLINE INCLUDING:EXCAVATI N, EMBfDLIENT, AT LEFT:CHANNEDESCRIPTION DATE L BANK - AND BACKFILL COM TE IN PLACE- ' : i _ _ .... ...' �� _ © N0. Q _ .. _ '�'c� 100 Yr.HGL 2 4PROPOSQ 0:39% __ . ...i ._i... -.. ...i-.. ..... -.-i- - -. WATER MAP NO. ED CH NIVEL / r 610 . . . . . . . . _.:_. 610 G CHANNEL FLOWUNE : OR••V CITY OF FORT WORTH,TEXAS . ..: ......CREEK : _ / '_.:_ ' . /„; : - TRANSPORTATION&PUBLIC WORKS _. _:. .._.: . :. . . .....:...: :. . ._ ...:. . ... . h ST CREEK RAN CHES NORTH N FORT WORT TEXAS ...:... ...:...:.. ...:...:. .:...�.� -- ... .Q O W.:.--: .Q:... :. .�J.-.-... CHANNELA .. S... - i-y o O:... 600 �> _;M:� ��: y�," 3��� 600 Z c a SD Q -t0 4 QN Q W Q Of v_ O C Z._ PLAN&PROFILE - - �O � .3.I�LL N�a..W7. O _ .'S.W O W W Ot'� .:H W�T•N W� _ ... -........ .......... .. ..ff.... - Ftp' tp ,O. [3y 1nOU1G": .. _OOJ :1� OK Z:�'4J :1� <K.J C, >oi Jl G OR ..:.......:. :...........:...:..... .... ••.� .... ..... ••.W. ..... F. _ __ .V. ,fYbLL- :..N .... ... ................... ................. cr W ... �.W...-.. W W W + _i .z :o k M:z: 6 ?la_. z: ...... zz - + ws>W[N'z NOMAS zac.z. :.. z. z .z. .zz yam ' ...... _._. -....-..- ..... ....z.Q. ..zu.'a&n.00 -!¢`Q vx Q:' -QQ- oz>3 c7< ` z.x, 1a- x�Q�x. "1s--xs :..µ z2zz.zs . . ...:...:...'N U.y '.N V F'•4+'�M.4..0-,' .r..l-U vv. :...:..N .V..0.Q W WLR..: 39n W.WKERr ew SURE 103 PHONE.91 732 . . PORT WORRi,T%7 f FA%- Bi 32AB4i REGISTRATION NO.F9/75 LUT N0.- 836-002 .:... ...:. .:...:.. :...:...:...:...:tD. ...:. :...:...:... .:.......: .'OI. .. _ _ ..N ...N ..N. ...N. NSCALE -.e. - _..,a ,v .m :m DESIGNED: MAT T N0. PROJECT .. ...... .__ ._....... ._......._. 11 __ R ...[. 11. _.t.. J1 11 11 - .. N R ..-11 00E NO.7487 EC 590 4 J ' ' 590 DRAWN: BAl Gtr PROJECT N0.02632 SHEET . ASD SHOWN WATER•P275-607;W263283 0+00 1+00 2+00 J+00 4+00 MAY SEWER:P27s-7073026328.3 OF 44 CHECKED• MAT2$ Emma Iii-z -storm urain GENERAL NOTES 111 CRITICAL III E0C7T[MnF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS.THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES,BOTH HORIZONTALLY AND VERTICALLY,BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. \ \ 18 � WARNING TO CONTRACTOR: )OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.MJ THO\\ EXISTING NG UTILITIES OR S ENGINEERINGEPIICCTING EXACT LOCATIONS OF UTILITIES � ON DRAWINGS. ----------- ------------------ ------------------------------- UTILITY RELOCATION NOTE: ES,POWER POLES,GUY WIRES, RIM=618.0 2 EXISITNG GROUNDUNE TELEPHONE UTILITIES,ETC.ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION\\� FL-608.83 6' ECOORDINATETHEAPPROPRIA UTILITYCOPLANSMPANYANDTHE TORHALTNENTACT RELOCATION OF ANY/OR ALL SUCH UTILITIES(NO SPECIAL PAY). STA.5+90.56-PUBUC DRAINAGE CHANNEL'A'= ow •"_ : � 24" S 24" SS 24" SS CONTRACTOR ADVISORY O STA.0+00.00-PUBUC STORM SEWER UNE'A' CONSTRUCT: �ISAGENTS,SUB _- .- - ---------- 1-CH-PW-0 AS DETAILED WITH TYPE PRI CONTRACTORtENGINEERISURVEYOR,ARE COMPLETELY FOR THE VERIFICATION OF THE ACCURACY OF THE `-- ------- 617 - PEDESTRIAN RAIZ.AS DETAILED -------- DIMENSION CONTROL FURNISHED HEREIN.THE OWNER,AND HIS 618 FURNISH&INSTALL 1,900 SF OF AGENTS,ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE ETPP-10 TRU AS SPECIFIED BY COORDINATES FURNISHED.THE CONTRACTOR IS REQUIRED TO 6 6 PRODUCT MANUFACTURER. VERIFY ALL OF THE COORDINATES FOR ACCURACY AND CONFIRM 615 0 0 0 0 2-42-RCP/CHANNEL FL=613.60 THE LOCATIONS OF ALL UTILITIES TO BE CONSTRUCTED,BOTH - N 5410.32911 HORIZONTALLY AND VERTICALLY.DISCREPANCIES FOUND BY THE E 5581.6222 PROPOSED CONTRACTOR SHALL BE REPORTED IN WRITING,TO THE OWNER IMMEDIATELY FOR RECONCILIATION. 67 t00- \ /�/ 19 GROUNDLINE UTILITY CONTACTS (� 3 _5+00 \ PUBLIC DRAINAGECHANNEL'B' 0 0 0 - - \ iFORT WORTH WATER DEPARTMENT 817-392-8296 6 10 0' 20' CHANNEL BOTTOM \ FORT WORTH TRANSPORTATION&PUBLIC WORKS 817392.8100 TRI-COUNTY ELECTRIC COOPERATIVE,INC.817-980.7152 6 0 0 o TXU ELECTRIC 84-8377 [ 7 614 00-34 615 \ 14 ATMOS ENERGY 800.5453005 6 16 AT&T800-395-0440 TERCOMMU � CHARTER COMMUNICATIONS 800344.8377 7 617 \ \ 19.58 FORT WORTH LIGHTAND SIGNAL DIVISION 817-392-8100 TEXAS EXCAVATION SAFETY SYSTEM 800 -TESS 619 i \ 619 PARKS AND COMMUNITY SERVICES DEPT.817-392-7275 18.60\ 619.0 �(\___y� c� 3 \ \\ 621.0 HORIZONTAL&VERTICAL CONTROL --20.57--------s�6 20.47 -------c -20.22 ------- ------------- `fii9.71 �6 \ \ \ BENCHMARKS .97 \ - STA.4+41.24-PUBLIC DRAINAGE CHANNEL'A' � 1 99 91 \\ \ \ 21.09 - KELLER HASLET ROAD O.OF FORT WORTH Y5 MIIENEAS�OF OLD DENTON N 20.67 20.57 CHANNEL POINT .0 TANGENCY 00,07 \ \ HIGHWAY AT THE EAST END OF CONCRETE RAIL ON A BRIDGE. ' 6 CHANNEL FL=613.01 619.7 \ \ ELEV.=643.60'. .� 76 N 5410.3291 \ \ \ 6" $4 E 5432.2970 \618.6 \ \ BOX CUT ON THE SOUTHEAST CORNER OF A CURB INLET ON 61, �� \ \ \ \ MIN. F THE TOP OF CURB ON THE WEST SIDE OF VALLEY RANCH ROA \ 6>>6 611, B \ \ \ wT� 260'+!-NORTH OF THE INTERSECTION OF THE INTERSECTION 6 7 1� \ 21' OF� LEY RANCH ROAD AND MEDLIN RANCH ROAD.ELEV._ ,9 \\ 619 \\ \\ 9 15\\ BOX CUT ON THE NORTHEAST CORNER OF A CONCRETE \ \ ELECTRIC TRANSFORMER PAD LOCATED AT THE NORTHEAST 622.32 22.07 622.07 21.82 621.82 �21'57 21.32 x.621,32 21'09 621.0 �'� \ \\ scaE t°-20' CORNER OF LOT 33,BLOCK 22,LOST CREEK RANCH NORTH II 21.07 2 . \ I-1:20.32 1\ I \ \ jjjjj@FEET ELEV. 626A7'. - 621.0 \ \ \ o a 20 40 - _ _. ........ CHV- EL 'A' PROFILE SCALE i. HORIZONTAL SCALE 1" 20' .VERTICAL SCALE:1" 4: .. _. ...i. i . ... -..: _. . _. J i. _ ._. PROPOSED.GROUNOUNE.. . .: . : . :...: .. %uic'i+nEi a mo ins TERUNE OF CHANN EXISTING GROUNDUNE AT kT RiGHT CHANNEL:BANK 93640 620avriL�E`r CEN EL 05 12115 _. __--_ _... .... --_ - - .- 620 REVISIONS Q NO. A DESCRIPTION DATE _.: PROPOSED,gRQUNDUNE_ I00-Yr"HGL 1 A AT LEFT CHANNEL BANKT _ . :. PR 0:39% 3 A PROPOSED CH MEL _ . . _ . ATTER MAP N0. Uj CHANNEL FEOWUNE 64 I.. _ i i . 4 W 610 i610 _i _. ... CITY OF FORT _ . .. ...:. _i.._. .... : ..: ... . ...:. WORTH,TEXAS TRANSPORTATION&PUBLIC WORKS �1 .. .._........ z.W LO NORTH FORT WORT TEXAS - ...: ..: ..:...... .. ..... .............. coo �- �:> v� .. ..:... ...... .......... ................ ...... .......... ........:W... -- �, CHANNELA 600 �: �-V' W w W p�iV - .............. WO.O'- -: -. :-j d... Q.- V 2. .'. 600 =I gv PLAN&PROFILE z -c : dJ.J P-O �[ (J MJTHOMAJAILASN ZZ h O.,- N:7 O ......... :..Yt V 3973W.VICKERY BLVD,SUITE .:.-.:... :...: 103 REGSTRATION NO.F-94M WT NO.. 636-002 ........ ....................................... .N:.............................. v, ..:...:. ..M ..t2 DESIGNED: MAT PROJECT NO. 590 �: ' DRAWN: BAL CLOY PPRROJECT NO.02632 SHEET SCALE _ i _: AS SHOWN 590 DATE 4+00 5+00 6+00 7+00 8+00 CHECKED: MAT MAY 2015 WATER. P275-607 iiw26322863s 29 OF 44 L'XnIDlt t3,l-a1-storrn urain / 7,,l FP-621.09 1 / c GENERAL NOTES III CRITICAL III ROJTHOMAs E0CATR WWF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC/ j TOR IS LOT 26�� �� j m by \� COMPLETELY RESPONSIBLE OFOR LOCATING ARDS.THE LL EXIST NG / UTILITIES,BOTH HORIZONTALLY AND VERTICALLY,BEFORE THE / EXIST. 8" S.S., P174-070174013170 1 cOq1 COM TINGTO CENT ACTOR: ONSTRUCiION. OIm � FILE N0.W-1527, DOE/ 4543 WARNING 70 CONTRACTOR:A 44S)OR OTHER UTILITY LOCAING I SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.MJ / I ' THOMAS ENGINEERING IS NOT RESPONSIBLE FOR KNOWING ALL EXIST. 24" S.S. / i m EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES M-591, X-15324 / n° I 1 I STA 2+27.37 - STORM SEWER LINE 'A' \� scve r -zo' ON DRAWINGS. RyRELOCATION N0TE: CONSTRUCT: FEET / / I 125' I 19 1 - 30" DIA. 36.4' BEND o » zo �o ES,POWER POLES,GUY WIRES, / / 1 ETC AR FOUND TO BE IN CONFLICT WITH 30" FL=615.14 i THESE CONSTRUCTIONTELEPHONE PLANS,THE CONTRACTOR SHALL CONTACT / FP=621.09 N 5240.4896 �� THE APPROPRIATE UTILITY COMPANY AND CORDINATETHE ) m E 5684.8313 RELOCATION OF ANYIOR ALL SUCH UTILITIES(NO SPECIAL PAY). / / 1 (V 1 CONTRACTOR ADVISORY: STA 0+34.42-STORM SEWER LINE 'A' / � 1 FURNISH AND INSTALL 76.08 LF OF �� TREZ`bNTRACT6R hNDTiiSAGENTS SUB / FURNISH AND INSTALL 208.67 LF OF PARALLEL �C Qa 1 1 CONTRACTORIENR NEERISURVEYOR,ARE COMPLETELY CONSTRUCT: / 42" DIA. CL IV,C-76 RCP STORM SEWER PIPE 1 m 30" DIA. CL III, C-76 RCP STORM SEWER PIPE RESPONSIBLE FOR THE VERIFICATION OF THE ACCURACY OF THE 2 - 42" DIA. 62.7 BENDS / _ 1 AT 0.55%INCLUDING EXCAVATION, EMBEDMENT DIMENSION CONTROL FURNISHED HEREIN.THE OWNER,AND HIS AT 0.21% INCLUDING EXCAVATION, EMBEDMENT N 1 z 2-42" FL=613.67 / Loo o AND BACKFILL,COMPLETE IN PLACE. AGENTS,ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE AND BACKFILL COMPLETE IN PLACE. AEi PROPOSED 32' DRAINAGE O v COORDINATES FURNISHED.THE CONTRACTOR IS REQUIRED TO N 5410.3291 / 1 AND SANITARY SEWER NJ STA 2+74.75 -STORM SEWER UNE 'A' VER IFYALL OFTHE CORDINATESFOR ACCURACY AND CONFIRM E 5616.0417 / 1 EASEMENT BY THIS PLAT. THE LOAIONS OF ALL UTILITIES TO BE CONSTRUCTED,BOTH L so NEW 8" PUBLIC WATER UNE CROSSING HORIZNTALLYAND VERTICALLY.DISCREPANCIES FOUND BYTHE N -_ ______ 1 \ Q LOWER TO ACCOMMODATE NEW CONSTRUCTION CONTRACTOR SHALL BE REPORTEDTION. WRITING,TO THE OWNER -� MAINTAIN 2'VERTICAL CLEARANCE IMMEDIATELY FOR RECONCILIATION. STA 0+00.00- STORM SEWER UNE'A' // 1 \ GG 30" FL=615.40 UTILITY CONTACTS CONSTRUCT: // +o•. - _ _ - N 5193.1083 FORT WORTH TRANSPORTATION 6 PUBLIC WORKS 817-392.8100 1-CH-PW-0 AS DETAILED WITH TYPE PRI / �' - - - FORT WORTH WATER DEPARTMENT 817 392.8296 / E 5684.6970 PEDESTRIAN RAIL AS DETAILED // - - - - TRI-COUNTY ELECTRIC COOPERATIVE,INC.817-980.7152 FURNISH & INSTALL 1,900 SF OF / 1 O f STA 2+84.75 -STORM SEWER UNE'A' TXU ELECTRIC 800.344.8377 TPP-10 TRM AS SPECIFIED BY / / SS „8 v SS „B p 8 \ CONNCET TO EXISTING STORM SEWER ATMOS ENERGY 800-5456005 PRODUCT MANUFACTURER. // / / I i FURNISH & INSTALL/CONSTRUCT: AT&T 800.395-MO CHARTER COMMUNICATIONS 800.344-8377 2-42°FL=613.60 // / N_ _____ _ _ i 1 1 - STD. STORM SEWER MANHOLE AS DETAILED FORT WORTH LIGHTAND SIGNAL DIVISION 817-3923100 N 5410.3291 / ,y -- RIM = MATCH FINISHED GRADE TEXAS EXCAVATION SAFETY SYSTEM 800-DIG•TESS NEW 8" PUBLIC �i PARKS AND COMMUNITY SERVICES DEPT.817-392-7275 E 5581.6222 // I 30" FL=615.46(MEv) HORIZONTAL&VERTICAL CONTROL SANITARY SEWER UNE �i� I N 5183.1084 0 E 5684.7038 BENCH MARKS STA 2+08.67- STORM SEWER LINE 'A' / / STA 0+28.99 - STORM SEWER UNE 'A' / g 10" DIA. SANITARY SEWER FURNISH k INSTALL/CONSTRUCT: / SS \ CITY OF FORT WORTH MONUMENT NO.9145 LOCATED ON ENCASED IN CONCRETE C - 15°WIDE CURB INLET / 8 / / a 2-42" FL=614.04 / \ EXIST.8°W.L, P164-060164015171 KELLER HASLET ROAD 0.25 MILE EAST OF OLD DENTON 10" RCP FL 1 613.66 / FILE N0.W-1527, DOE/ 4543 HIGHWAY AT THE EAST END OF CONCRETE RAIL ON ABRIDGE. 10" SS FL= 610.32 30" FL=615.04 �- � � ELEV.=643.60'. N 5410.3291 i N 5255.5071 i \ / BOX CUT ON THE SOUTHEAST CORNER OF A CURB INLET ON E 5610.6113 / i E 5695.9804 \ \ THE TOP OF CURB ON THE WEST SIDE OF VALLEY RANCH ROA 280'+I-NORTH OF THE INTERSECTION OF THE INTERSECTION OF VALLEY RANCH ROAD AND MEDLIN RANCH ROAD.ELEV._ BOX CUT ON THE NORTHEAST CORNER OFACONCRETE i �i ♦ irz�,. ELECTRIC TRANSFORMER PAD LOCATED AT THE NORTHEAST CORNER OF LOT 33,BLOCK 22,LOST CREEK RANCH NORTH II � / \\ \ ELEV.=626.47'. i C T . 1 PROFILE SCALE .. .. __.... ............HORIZON AL.S ALE:9".-20' VERTICAL;SCALE:1"=4' 630 q Ill . i 93640 ...__...-._. .. .... _..__._. t /Z " _. REVISIONS 1�t�\��� 05112 115 _.;.. FURNISH A D INTALL 208.67 LF:OF-PARALLE - 42":DIA. C IV, CZ76 RCP STORM SEWER PIPE N0. QQ AT 0.21%I CLUDING EXCAVATION, EMBEDMENT, - FURNISH' ND INSTALL76:08 CF. OF 00'55; CL III,C 76 RCP STORM SEWER Pf EAND:BACKF LC COMPLETE M PLACE.""'" INCLUDING.EXCAVATION, EMBEDME FILL COMPIET� IN PUCE." "- "' - - 3 Q DESCRIPTION DATE .:. . . ..... -.... ._. -Y L .:_..-. ._. ._. 1 U ...- U N .. ..-. ... ... . .. _. .... .. ... ... .... .... : EXISTING GROUND NE, PROPOS€D'GRO N6 U E 620 WATER MAP NO. f00 R HG 620 �- - i..... .:. .- .. ..... _. .... ... _ .. 100-YR HGL T ORTWO -- .... ... CITY OF ..._ : y�.„ ti • �.: ,, r r ? EX15 NG 30'RCP @ 0.55% TRANSSPORTOATTION&PUBLIC ARKS TEXAS ............ - . EFERTO.W-1527 REFER TO CHANNEL.PhP % 3�"RC 0 55% -_: _ NORTH _ 1- �_ = - FORT WORT TEXAS Z-42 RCP @ 01L% V10�0-6.11 tq . ........ .......... .... .- . . ---.... .:.0100=43.5 cts.:. St100=0.005 tf/11 ..1 CIS . ..o Ci Vi60=4.86 Ipt: :.._. .. _ .. ... ... _�. ..:..a._. r. ._ .. .. 610Sti66=6.6609 it/ft a U•� t : - < - STORM � 1 1 10 _ �7 x 3 = O N O W g Z o PLAN AND PROSEWER FILE a � p yt1. COWY urs ... .. ... ..-. WZ..rrW((( :.NCO•.Iij.�-.� .. -....... aZ OJ ery _ �Qil.�.�......._oH N:..._N. 7: .. _. ..-. .. J \ O Y 2 2 <GZtz�M rm1A30.K R..-.-.-0f Z 4- O _ I t;� W Q �IA W 2 O .. ....:...... .. ......... -: + ... .... 1 __ .. _ .... .. ... 103 O 1"' i „•O 11 Z p• M If ..YD M li(1 .. h m Q...N �O.�fA O,U C C 1 O W U W� N a0 3 11 ,�1+D b .N b "gyp'� b 397JW.VICIO:RY BLVD.SUITE R10NE-(6f n732.9039 + y W + O O .* J iv U II aL O 11 + xp II FORT WORTH,7X76707 �. ....... ....... .....:..a N 1....�_. < rn' _ m +x of 4-�I N= J I-Z N ,qT� (SM7324M OaYI»�..... I .. ... ......,.,... ... .. .....M.-. .. ... ..N-=.^N.t� .N MI" .. NaO .T-Z"•II "i i- - REGISTRATION F<-.O 2 I O: K 1 (• b !-Off, F9135 600 y 03 "o' w v ^ DESIGNED: MAT SCALE PROJECT NO. '.' AS SHOWN 00E NO.7487 0+00 1100 2+00 3+00 4100 CHECKED: RI DATE WATTr�r275 07150263263 ZOSHEET 44 MAT MAY 2015 SEWEIh P275-707130263263 J OF LEGEND GENERAL NOTES POLE OUANnTY s NOTE: III CRITICAL ill LOChTR1A5 QF EXISTING UTILITIES ARE APPROXIMATE AND CONDUIT POLE TYPE o2sa ARE BASED ON PUBLIC RECORDS.THE CONTRACTOR IS MOUNTING HEIGHT 25' 1.CONCRETE FOUNDATION FOR STREET LIGHT COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING STREET AGN �- UTILITIES,BOTH HORIZONTAL LY AND VERTICALLY,BEFORE THE TRANLUMINAIRE TYPE eaw LEDCOBRA STRUCTURE SHALL BEA 24"MIN.FROM FACE _ COMMENCEMENT OF ZONTAL CONSTRUCTION. GROUND MOUNTED OF CURB TO FACE OF MOUNTED BASE PLATE. WARNING i0 CONTRACTOR: GROUND MOUNTED FOUNDATION TYPE �n5 4 S)OR OTHER UTILITY LOCATING GROUND MOUNTED LUMINAIRE HEADS s - SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.LOCAT MJ PROPOSED STREET LIG © NOTE: THOMAS ENGINEERING IS NOT RESPONSIBLE FOR KNOWING ALL PROPOSED STREET LIGHT 0—� 'SEE FOUNDATION DESIGN TABLE ON STREET LIGHTS INSTALLED AND MAINTAINED BY TRI-COUNTY ELECTRIC EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON DRAWINGS. 980-7152. MJ THOMAS ENGINEERING, UC., A ExlsnNcSTREET LwHr COOPERATIVE, INC. 817— (STREET LUMINAIRE POLE DETAILS SHEET) SHALL BE HELD HARMLESS FOR THE FINAL DESIGN, LOCATION AND UTILITY WINRELOCATIONNOTE: INSTALLATION OF ALL CITY STREET LIGHTS ASSOCIATED WITH THIS LES,POWER POLES,GUY WIRES, PROJECT. TELEPHONE UTILITIES,ETC.ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS,THE CONTRACTOR SHALL CONTACT SCALE 1" -50' THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE FEET RELOCATION OF ANY/OR ALL SUCH UTILITIES(NO SPECIAL PAY). iiiiiiiiiji CONTRACTOR ADVISORY: m (�•J ) / I I \ \\ ( \\\ _ o zs so 10° TRFZXRTTRACTOR-TWD-AIS AGENTS,SUB Q J I / I I �\ �� I ������ CONTRACTOR/ENGINEERISURVEYOR,-8RE COMPLETELY O I / \ \ ,�,� RESPONSIBLE FOR THE VERIFICATION OF THE ACCURACY OF THE I ^ / I 1 \\ \ , .m. " R00"INI umai — Iron DIMENSION CONTROL FURNISHED HEREIN.THE OWNER,AND HIS W ( I ` \ —'� AGENTS,ARE NOT RESPONSIBLE FOR THE ACCURACYOFTHE ,ro-n COORDINATES FURNISHED.THE CONTRACTOR IS REQUIRED TO 0 om...,� s \ \ \\ 1 VERIFY ALL OF THE COORDINATES FOR ACCURACY AND CONFIRM I ( 1 I Immo uwE Non \ \\ I HORIZONTALaLY AOlID VERTICALLY.D SCREPANCIES FOUND BBY THE OTH (n I I \°"""+<w°oT \ \\\?Q,, I /� CONTRACTOR SHALL BE REPORTED IN WRITING,TO THE OWNER IMMEDIATELY FOR RECONCILIATION. I \ \ !\ \ m _UTILITY CON TACTS _ W I I \ \ \ \\ ( I FORT WORTH WATER DEPARTMENT 817392.8296 FORT WORTH TRANSPORTATION&PUBLIC WORKS 817-392-8100 TRI-COUNTY ELECTRIC COOPERATIVE,INC.817-980-7152 TXU ELECTRIC 800-344-8377 \ --------------- 619.68'._____ ( ATMOS ENERGY 8000.545.6005 LOT 30Q I \ \ \ \ — CHARTER COMMUNICATIONS 800344.8377 --------- --------------- ______ mom_ AT&T 44 1larmm w ---- j W D.L. . D20 S JR. \\ \\\ \` \\ 1a°P2°ID°S „ "°°°"'""w°nN „ r ' TEXAS EXCAVATION AND SIGNAL DEM BION 817-392-8100 1-392.100 N I ) INST. N0. D208270543 �� \\\ 24 S 24" SS m I I 11\ nolmm,r .R.T.C.T. ,ron powmR\\\�\\ noca.�\\\\\\\ ------- \\\——————— ---i��-- wrw ------- —� BENCHMARKS ITYSE . 392-7275 Lo PARKS AND COMMUNITY SERVICES DEPT 817 Q I -/ I HORIZONTAL&VERTICAL CONTROL I hmsxncslYaae"eR14 \ / I LIS ACRES 1 nRroNr n mR \ n4o0N7.umoR \ I r.m�. OF FORT WORTH MONUMENT NO,9145 LOCATED ON CITY 0.25 MILE EAST OF OLD DENTON \ KELLER HASLET ROAD ——— \ \ \ LOT 27 LOT 2e tui n I I HIGHWAY AT THE EAST END OF CONCRETE RAIL ON BRIDGE. I ----------- \�----------- ----�j \ �om.owmrcto LOT 2R I I I / ELEV.=643.60'. BOX CUT ON THE SOUTHEAST CORNER OF A CURB INLET ON R I r � THE TOP OF CURB ON THE WEST SIDE OF VALLEY RANCH ROA wr yy W/ 15 MPH W13-1 P , .uAT '°'�� 260'+/-NORTH OF THE INTERSECTION OF THE INTERSECTION OF VALLEY RANCH ROAD AND MEDLIN RANCH ROAD.ELEV._ 619.68'. BOX CUT ON THE NORTHEAST CORNER OF A CONCRETE \/ :6�' t ELECTRIC TRANSFORMER PAD LOCATED AT THE NORTHEAST 1 tura Lor Is IDT IB Lor n wr Ie Lor a for w Lor n\\\ Lor 22 0 ( \\\ LOT 24\\ \ \\ / CORNER OF LOT 33,BLOCK 22,LOST CREEK RANCH NORTH II I LOT 13 1= I^ I^ (� I� I I"' I'^ I^\\ \ I' u ELEV.=828.47'. 1 \ \\ n. ' H —7 1 8" SS 8" 8s 8" S TYPE II-A-A 4" RAISED ' HOCKLEY RANCH ROADI W�STREET NAME SIGNS PAVEMENT MARKERS i�I LOCATED ON STREET LIGHT ::E 9--50-- ---- ---5,----50— --50 --SO— —— --52 I °s i I �•i........�.......... 1 , _ -- •1 25 N I WI-1L 1 MICHA 9 3640 THOMAS `Ir m11R C�41pf Ir U.tafllf� W/ 15 MPH W13-1P '/��IovA�� G 26 , I I\\\\AL 05/12/15 for 7 ^- LOT s Lor 4 I I �..".7 m01 tmr x Lir i Q I ( I L 1 Nen o01Nwn Np[ I I LOT a rt° D ( I / REVISIONS ONS Nnnar un "m,4 LOT 11 wr to 1OT9 I I ( O ATTACH WI-2R I p mnnn=ms1: I MI �' all N N I W W� 15 MPH W13-1P I ( / N0. Q DESCRIPTION DATE 1 o YI / T no,No r wDa 1 U TO EXISTING LIGHT POLE I 1 Q LOT 12 Emus I I Otc.mus I Z vi 27 1 S I \�/ CIT 2 Q own a,ro n 1 2"CIRS 1 "001 A 0010 N M t/2-CIRS 2'gR5 9 I I i 3 Q e am1p°QNc�••° 0.36 UUL S 44 10 W 315.01 ( I O 4 Q I WATER MAP NO. BLOCK 22N ^ ~ QJ 28 I r- I 1 I I I Y/ § tz m I IRS 1/2-CIRS ORTWORT '60'it�11 W 57 38 37 36 35 34 33 32 31 30 °D I a I CITY OF FORT WORTH,TEXAS i 39 LOST REEK RAN NORTH29 � of I TRANSPORTATION&PUBLIC WORKS I 1 40 C B. A, SL 10372 41 P.R.T.C. . ( j I H LOST CREEK RANCHES NORTH 8" 8 IN B' I I � , I t , FORT WORTH,TEXAS L ------ 1 a m 30 18 --------- �---------j STREET LIGHT LAYOUT I 10 _— —1 _T_ 311 I I 38� F23 i i 22 o M i 17 THOM ' 39 ' 1 �I� 1 1 A 9 A S I I , II 3973 W.wcITRY BLV.SUITE 1w 11 54 1 i I I I I 32 I i 16 PHONE.6, 7329939 I I 1 37 24 ' ' 21 I ' I �IS`o �7eFAX- 1a, 732 MI NANO.- 636ao2 I I I BLOCK 18 I , I I , I I DESIGNED: MAT SCALE PROJECT NO. I BLOCK 18 40 I I I i BLOCK 20 AS SHOWN DOE NO.707 I I III III 33 I I DRAWN: RITE AE"PROJECT Noir 2632 SHEET I I I i I 15 CHECKED: MAT MAYA2015 SEWER:P275-7071711263293 37 OF 44 rn _ rnz 0 - O O - OO - - w �O - � -• - - O O A w IJ b - IJ � iJ -. - ._. - J IJ � .- to to -. 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