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Home My WebLink About064974-CO1 - Construction-Related - Contract - CTMGT Alpha Ranch, LLCFORT WORTH.. Developer -Awarded -Project Change Order CSC N o a 64974-COl Change Order Number: 1 Project Name: Alpha Ranch Master Infrastructure Sewer IPRC Record: 240218 City Secretary Number. X Number: X-28377 City Participated Project: O Yes Inspector Name: Jacob Bartholomew Project Manager Name: Izeldeen Ahmed No Date: 8/25/2026 CPN: 105879 CFA Number: 26-0027 FID: 30114-0200431-105879-E07885 File Number: N/A Email' iu&auWN052hn0t Email: a lanonehmeaOwnwonhNvn,.uov Phone: 817-392-8306 Phone: 817-392-7830 — CONTRACT UNIT Working Days WATER SEWER DRAINAGE PAVING STREET LIGHTS Credits/5dras Developer Cost City Cost Developer Cost City Cast Developer Cost City Cost Developer Cast City Coat Developer Cast C4y Cost Orl final Contract $0.00 $0.00 $2,834,248.49 $5 551.102.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 125 Extras to Date $0.00 $0.00 _ _ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 to Date $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Credits Contract to Date $0.00 $0.00 $2834248.49 $5.551 102.06 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 0 Amount of Proposed CO Revised Contract Amount $0.00 $0.00 _ $0.00 $0.00 $88.984.92 $2823233.41 $174,284.08 55 725,386 14 $0.00 $0.00 $0.00 5000 $0.00 $0.00 $0.00 50.00 $0.00 50.00 $0.00 5/00 0 125 Total Revised Contract Per Unit $0.00 $8,648619.55 $0.00 $0.00 $0.00 Revised Cost Share Dev. Cost: $2,923,233.41 City Cost $5,725,386.14 Total Revised Contract $8.648,619.55 Reason for Change Order Revised plans to re-route sewer around new Oncor Easement thorugh the property Changes correspond to Revision No I on sheets 23, 24, and 26-33 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH STANDARD CONSTRUCTION DOCUMENT -DEVELOPER AWARDED PROJECTS REVISED DATE: March 10.2026 1 of 3 FORT WORTH. I Change Order Number. Developer -Awarded -Project Change Order Project Name: Alpha Ranch Master Infrastructure Sewer You are directed to make the following changes in the contract documents: Date: 8/2512026 CPN: 105879 UNIT II: SANITARY SEWER IMPROVEMENTS PAY ITEM # CITY BID ITEM # QUANTITY UNIT ITEM DESCRIPTION UNIT PRICE Developer Cost City Cost TOTAL 5 3331.4330 (40) LF 27" Sewer Pipe $206.00 ($2,785.12) ($5,454.88) ($8,240.00) 6 3331.4331 40 LF 27" Sewer Pipe, CSS Backfill $240.00 $3,244.80 $6,355.20 $9,600.00 9 3331.4317 80 LF 24" Sewer Pipe $220.00 $5,948.80 $11,651.20 $17,600.00 12 3331.4306 186 LF 21" Sewer Pi a $180.00 $11,316.24 $22,163.76 $33,480.00 13 3331.4215 3.0 LF 18" Sewer Pipe $160.00 $162.24 $317.76 $480.00 16 3331.4229 (5) LF 18" DIP Sewer $280.00 $473.20 ($926.80) $1,400.00) 18 3331.4215 566 LF 15" Sewer Pipe $150.00 $28,696.20 $56,203.80 $64,900.00 19 3331.4216 20 LF 15" Sewer Pipe, CSS Backfill $180.00 $1,216.80 $2383.20 $3600.00 20 3331.4217 (380) LF 15" Sewer Pipe, e Select Backfill $190.00 ($24,403.60) ($47,796.40) ($72,200.00) 24 3331.4208 60 LF 12" Sewer Pipe $106.00 $2,149.68 $4,210.32 $6,360.00 26 3331.5210 (40) LF 12" Sewer Pipe, Select Backfill $146.00 ($1,973.92) ($3,866.08) ($5,840.00) 28 3339.1101 4 EA 5' Manhole $10,000.00 $13,520.00 $26,480.00 $40,000.00 29 3339 1003 (741 VF 4' Fstra fler,th Manhole $25000 ($202.80) ($397.20) ($600.00) 30 3339.1003 27.2 VF 5' Extra Depth Manhole $325.00 ($2,987.92) $5,852.08 ($8,840.00) 31 3339.0001 20.9 VF Epoxy Manhole Liner $440.00 $3,108.25 $6,087.75 $9,196.00 35 3305.0112 4 EA Concrete Collar for Manhole $1500.00 $2,028.00 $3,972.00 $6,000.00 39 3305.1006 142 LF 36" Casing by Open Cut $480.00 $23,038.08 $45,121.92 $68,160.00 44 3301.0002 654.0 LF Post -CCTV Insection $3.50 $773.68 $1,515.32 $2,289.00 45 3301.0101 4 EA ManholeVacuumTesting $250.00 $338.00 $662.00 $1,000.00 47 3305.0109 1308 LF Trench Safety 3.00 $1,326.31 $2597.69 $3,924.00 48* 3331.4321 164 LF 24" DIP Sewer $450.00 $24,944.40 $48,855.60 $73,800.00 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $68,984.92 $174,284.08 $263,269.00 CITY OF FORT WORTH STANDARD CONSTRUCTION DOCUMENT - DEVELOPER AWARDED PROJECTS REVISED DATE: March 10.2026 2 of 3 FORT WORTH. Developer -Awarded -Project Change Order Chin OIdKP,JTbcr 1 Prv}. ct h.rnn. A`pr r. u i U[rr l i'usCucture 3aw.r 71lnMr d a.M AMo elawN / � rPAAI M fIaRTM9N� r t1r,. M.vIMiSI . J/ -1' N..1. wra.n.AMT.d_ v y�uw. A4e NAm. suby V.rvaM S. _ _ N /r (1 t. Ff /rrw.�falb 0yr+^a.o mo- n / I 1W.r1. a.m. J...;x. wnu.r,. GofW AM.I.IerM CItyAtlorfwys sr n�.eR. Nfn,. Ju 4.f lekom ra/W MII*W Cllr on poi fOpto�Apd tla♦M C J4".lt. Ooodtjl p>° O900 C pFg '10 cc Cd�M1tJM11 frMn7 A 10 =a 0ds �o oad MdC rbor 26-0184 CITY OF FORT WORTH STANDARD CONSTRUCTION DOCUMENT - DEVELOPER AWARDED PROJECTS REVISCD DATE. March 10.2026 AAC,Onl.Appr,a.d 03/10/2026 Out.; M7 c _02fl CPN 1570 Otte q -25 llF 8/25/26 rlrf 8/25/26 1.1. or /r.t.s.rur.ttrgln..e _ 08/26/2026 Trf. ,un..rnp r.n.per 08/28/2026 Tlrf. Lid Cor Atzerny a 09/01/2026 Tt�f A.el City kiW* r 09/11/2026 _ S.tr.rytr. y 09/14/2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 3 of 3 City of Fort Worth, Texas Mayor and Council Communication DATE: 03/10/26 M&C FILE NUMBER: M&C 26-0184 LOG NAME: 60ALPHA RANCH OFFSITE SEWER SUBJECT (ETJ near CD 10) Authorize Execution of a Community Facilities Agreement with CTMGT Alpha Ranch, LLC with City Participation in an Amount Up to $6,654,518.07 for Oversizing Various Size Sewer Mains for Anticipated Future Growth in North Fort Worth, Adopt Resolution Expressing Official Intent to Reimburse Expenditures from Proceeds of Future Debt Project, and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2026-2030 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a Community Facilities Agreement with CTMGT Alpha Ranch, LLC with City participation in an amount up to $6,654,518.07 for oversizing various size sewer mains for anticipated future growth in North Fort Worth; 2. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds of future enterprise fund debt for the Community Facilities Agreement - Alpha Ranch MI Sewer project; and 3. Adopt the attached appropriation ordinance adjusting estimated appropriations in the Water and Sewer Commercial Paper Fund by decreasing estimated appropriations in the Commercial Paper project (City Project No. UCMLPR ) in the amount of $7,487,184.00 and increasing estimated appropriations in the Community Facilities Agreement Bucket programmable project (City Project No. P00001) by the same amount for the purpose of funding the Community Facilities Agreement CFA -Alpha Ranch MI Sewer project (City Project No. 105879) and to effect a portion of Water's contribution to the Fiscal Years 2026-2030 Capital Improvements Program. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a Community Facilities Agreement (CFA) with CTMGT Alpha Ranch, LLC in an amount up to $6,654,518.07, adopt a resolution expressing official intent to reimburse expenditures with proceeds of future enterprise fund debt for the CFA -Alpha Ranch MI Sewer project, and adopt an appropriation ordinance to effect a portion of Water's Contribution to the Fiscal Years 2026-2030 Capital Improvement Program (CIP). CTMGT Alpha Ranch, LLC (Developer) is constructing the Alpha Ranch development project located south of Highway 114 and west of John Day Road. The Developer is required to extend sewer main to serve the proposed development and offsite areas. The Water Department is requesting to oversize approximately 28,350 linear feet of sewer main with diameter that varies between 10 inches to 30 inches for anticipated future growth in the area. The construction costs for the sewer mains are estimated to be allocated at 33.8% for the Developer and 66.2% for the City. The Alpha Ranch Master Ranch Infrastructure sewer main project is assigned City Project No. 105879 and Accela System Record IPRC24-0218. This project has been publicly bid. The City's cost participation in the oversizing of the sewer main is estimated to be in an amount up to $6,654,518.07, as shown in the table below. Payments to the Developer are estimated to be: $5,551,102.06 for construction costs, $8,358.23 for Infrastructure Plan Review Center (IPRC) fees, $111,022.04 for material testing costs, $9,897.18 for public bid advertisement costs, $624,681.00 for gas line relocation costs, and $297,959.58 for design service costs. The City's cost participation also includes $51,497.98 to cover the City's portion of construction inspection service fees and administrative material testing fees. An additional $832,665.31 in contingency funds will cover the City's portion of any change orders. The following table shows the cost -sharing breakdown for the project between all parties: 33.8% 66.2% Developer Total Cost Cost City Cost Public Improvements Sewer Improvements $2,834,248.49 $5,551,102.061 $8,385,350.55 Contingency $0.001 $832,665.31 $832,665.31 Construction Fees 0 A. Construction Inspection $17,909.78 $35,077.73 $52,987.51 Fee B. Admin Material Testing $8,383.75 $16,420.25 $24,804.00 Fee C. Material Testing Costs $0.00 $111,022.04 $111,022.04 D. Design Services Fees $152,130.42, $297,959.58 $450,090.00 E. Public Bid Advertisement $5,053.24 $9,897.18 $14,950.42 costs F. IPRC Plan Review Fees $4,267.50 $8,358.23M $12,625.73 G. Gas line Relocation costs $0.00 $624,681.00 $624,681.00 Total Cost $3,021,993.18$7,487,183.38M$1 0,509,176.56 The reimbursement of the City participation is not a lump sum amount and may be less than the stated amount depending upon the actual quantities and unit prices from the Notice of Final Completion package, commonly referred to as the Green Sheet package. It is the practice of the Water Department to appropriate its Capital Improvement Plan (CIP) throughout the Fiscal Year (FY), instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in support of the Water's portion of the City of Fort Worth's Fiscal Years 2026-2030 CIP. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached Reimbursement Resolution. Funding is available in the Commercial Paper project within the Water & Sewer Commercial Paper Fund for the purpose of funding the CFA - Alpha Ranch MI Sewer project. Funding for the CFA— Alpha Ranch MI Sewer water project is as depicted in the table below: Existing Additional Fund Project Total Appropriations Appropriations W&S Commercial $0.00 $7,487,184.00 $7,487,184.00 Paper - Fund 56026 Total $0.00I $7,487,184.00 $7,487,184.00 SMALL BUSINESS ORDINANCE — As none of the bids met the required 30% Small Business Enterprise participation goal, the contract was awarded to the lowest responsible bidder. This project is located in the Extraterritorial Jurisdiction near Council District 10. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the Commercial Paper project within the W&S Commercial Paper Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in W&S Commercial Paper Fund for the CFA -Alpha Ranch MI Sewer project to support the execution of the agreement. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. Submitted for City Manager's Office by: Jesica McEachern 5804 Originating Business Unit Head: Christopher Harder 5020 Additional Information Contact: Suby Varughese 8009 Elynn Ray 7856 I — s - — ^ u3 REVIEWED r f2.7� \ \ Bylzh-a AhmeCaf4.40pm, J0/31,2026 aS35TA 2BN2B5 —T fu \ ARECALL11 \ \ INSTALL'. VENTILATECw -- 1 RNALEOXYGOATING \ I.M a L WICONRETECOLLAR) \ \ WI WATER nGHT RNGBCOVER \ \ \ N ICIONCRETEOCIXIARING —; \ \ \ W W _ - Nan � PER OS24L054� \ S N 1 W Z J1 Q�c F,vlAR, NN \ \ \ \ \ Q WARNINGP APPRD%IMATE LOCATION OF UNDERGROUND GAS LINE INSTALL CONTRACTOR TD FIEUD VERIFY PRIDR TO Y COIA. MN4 CANSIRUCTION INTERNAL EPOxv cOAnNGI L _wl CONDaarE couA� I SS -3 �o¢om 8100. oe 1 �v4gp 810 I I : H i 805 — _ 805 _____ _____ ___ —. . . . —_.— uLT. �ao-vRWu+ _-------_—_ � -'N UJ790 I 04220 IS S0022 C(41:00% J 2 J OSLO 790 790 saB LF lssoa z6 Pvc 785 _—.—.—. G.F-417 Oren=33B GD MGD I Drep=.4.R MG0 Qre0=310 MGO 785 Slf 1.58% --__—--...--__--.—._— Ore9-33B MGD —_.---.— OSP'S ASS- 780 780 8 9M 8 8 C 775 294182 3U+00 JI+UU JZ+UU 33+UU 39+UU 35+VU JD+UU J/+VU 30+VU D TH THE ENGINEER WHO PREPARED THEM. IN REVIEWINGTHESE PLANS. THE CRY MUST RELY UPON THE ADEQUACY OF THE WORXOFTHEOESIGN WEER. PROFILE SCALES: 1"= 40' HORIZ. 1"= 4VERT. LEGEND PROJECT BOUNDARY —®-000PCUCDS000I0000SEWERLINE SEWEREO SANITARY BERVICE EXISTING SANRARY SEWER LINE EXISTING WATER LINE EXISTING GAS LINE NOTES: M1. AL.MANHOLES GREATER THAN I2 FEET DEEP SHALL BEA INNECTIONS) I841020180440 SHALL AN HAVE EXTERIOR DROP CO 0 ALL FUTUREGRAOINO IS UNDER SEPARATE CONTRACT 3. CONSTRUCTED UTLIZING soft 2BB PIVEREATER SHALL BE 4. CONTRACTOR SHALL PRESSURE RATE THE SANITARY SEWER PIPE AT ATERLINEANDTHE SANITARY EWER PIPESII ADCWRRAN FwITH TcfO REGULAnONs, 5. SEPARATON BETWEEN WATERLINEAXDEANTAAYSEWER CROSSINGS SHALL CONFORM TO TCEO'S CHAPTER 29D44(e), AND GHAPTER217.53(# B, ALL MANHOLES SHALL BE RAVEN COATED OR ANOTHER APPROVED COA ING. 7. SERVICES THAT CONNECT INTO AN 50826 MAINLINE WILL BE CONSIDERED DEEP SEWER SERVICES. e. OGDPIAIN ARE REQUIRED TO HAVE HE CITY STANDARDS. EVERY TH10.O MANHOLE W TH N THE SHPLL BE VENTED IN ADGONOANCE 9. CIASSCH'EMSEDMENONB 10. THE CONTRACT OR SHALL TOPR, CONSTRUCT o f ELEVAT ONSSOASNOT TO CHANGE EX ST NG (� FLOW PATIERN6. ^E4. 84936 e� 0snvzoze,lx ALPHA RANCH MASTER SAN SEWER SS -3 STA 29+00 TO 38+00 FORT WORTH, DENTON. COUNTY, TEXAS Westwood 10542005 I 00510030 I 023 NOTE THECONTRACTORSHAU-CONTACTTHEFOLLOWING AT LEAST 48 HOURS PRIOR TO E%CAVATING IN THIS AREA: I /' TE: 5811 A1— 83TT ATMOS GAS 1 9]2-681-0161 TAU ELECTRIC DELIVERY 1A 71 -1112 Q -_ - _ FG CITY OF FORT WORTH B1]-392-1234 T CITY OF FORT WORTH WATER DEPT. 01Ta52 1 _ CONT RTO FIELOV RIFY 1 TINGUT TIE I - APB / IEMnaaaoauw. ALLREB'DREBBITYOFORTHE ADESNACY OF THESE PLANS REMAINS I q- r5a STq 435]30 —1 EFFEcrrvE ivlamli WITH THE ENGINEER WHO PREPAREDTHEM. IN REVIEWING THESE PLANS, r 553 STA NSTnu: \� dedV INSTIALMH THE CRY MUST RELY UPON THE AOEOUACY OF THE WORK OFTHE DESIGN td' 010. MH 11NTERNALEPD%V COATING ENGINEER. I INTERNALEPDXY COARNOI o LWICONCRETECOLLAP J WDR-26-8015] L _WI CONCRETE COLLAR) �8 ' REVIEWED / — Bylzeldeen Ahmedalf:40pm,JB131,3028 N / I/ l_� SS3 s14 2MB:1 'T / WICONCRE EBLOCX PROFILE SCALES. y5t INSTALL:I / J 1"=40'HORIZ. L J i 55�^6� / / \ .�a 5°�� (INTERNAL C rMicl 6 oLw W / L WI CONCREECOLLAJ `+' �\ �"' 1"=4'VERT. ■ ` I n '� GPN 106499 D.Y� F s / a�2 D'Aw \ LEGEND ? / __ BBIBIA—DID / - — X V sANITARvsswERUNE _ / �. -\- GASCROSSING —' �M / �— PROPOSED SAN TARY F/' / WARNING.. EBSTINERVILE INI VR�_ / -- - H / \ EXISTING WATERLINE / APPROXIMATE LOCATION OF UNDERGROUND GAS LINE \ NOTES: EXISTING GAS LINE PER DSO2w054 \ / _ CONTRACTOR TO FIELD VERIFY PRIOR TO o"\ 1. ALL MANHOLES GREATER THAN 12 FEET DEEP SHALL BEA / MIN MUM OF 5 FEET (eD NCHES) N OIAMETERANO SHALL HAVE AN \ / CONSTRUCTION EOEft OR DROP CONNECTION. / _ __ e'\ 2 ALL FUTURE GRADING IS UNDER SEPARATE CONTPACT I __ / ,. 3A, ALL SEWER MAINS I2 FEET DEEP OR GREATER SHALL BE SS35TA 41ro<.]� CONSTRUCTED UTILIZING SOB -26 PIPE. INSTALL. S CONTRACTOR SHALL PRE —RE RATE THE SANITARY SEWER PIPE td'DIA MH ATALLCR0.5SINOSBETWEENTHEWAERLINEANOTH XY COOATING m\ E6ANITARY I INTERNCOEc ET 5 SEWER PIPEIre ADGMED.CEWITHTCED REGULATIONS L WI N R EL =J \ SEPARATION BETWEEN WATERLINE AND SANITARY SEWER CROSBINGSSHALLCONFORM TO TCEQ'5 CHAPTER 29044N), AND CHAPTER21TD(# 6. ALLL MMA OHOCOATNGLL BE RAVEN COATED OR ANOTHER T. SERVICES THAT CONNECT INTO AN SORG MAINLINE WILL BE CONSIDERED DEEP SEWER SERVICES, e. OGDPLAIN ARE REQUIRED TO HAVE HELITYSTANOAROS, EVERY THIRD MANHOLE WITH N THE SHALL BE VENTED IN ACCORDANCE 9. CLA38•H EMBED ENIONS. 10. TAE CONTRACTOR SHALL 0-I".' TO PRECONSTRUCTION�E ELEVATIONS SO AS NOT TO CRN4GEIXISTWG �, FLOWPATTERNS. SS -3 L/ • •L 41 00 11 LI 00 i1 LL ALPHA RANCH MASTER SAN SEWER SS -3 STA 38+00 TO END FORT WORTH, DENTON COUNTY, TEXAS Westwood REVIEWER MOL 6 199 , 024 1 1 II REVIEWED WARNING!! V v��.. � s6 A15 76 RI.Id-DED ta41Pm, d131 ,2026 APPROXIMATE LOCATION OF UNDERGROUND GAS LINE \ - CONTRACTORTORELDVERIFYPRIORTO - 1 ` \ +\ \ I IIINSDA CONSTRUCTION L III\ INTE AL PDXY COATNG] ��`—c IwrCONCRErewL— / 1n '� IWIWATERTIGHTRNG I INSTALL: �' S _ _ - I ��SS42756-� ACS STA 3 RL \ \ �-SSbJ�SS7w _ ' . II` \ � -I t I TAL \ � • i•2 , IsS4S ,0.51 / — F H� \ SS45TA 17+ 7 \ O STALL: T- $64 - CTN.R05B)0 \ GAS CROSS G I {� OIA MM I / 4 V �� 1 sT sTA LI I/ A v V v 1 A / (!.I IIINTERNPL EPO% q4 /f �_ \ x l \/ W CONCRRETE CO NG \ 160 YRFOOD PLAN B �/ \ \. h 1� \�PSR Ds oz4 A I I INOVERHEADELEGTwau pUTUFE \ V T._ � MATCHLINE SHEET 0� �� wI A ERTIGI?RNOBCOVER �� L W COrv_R TE OLLARj \ WARNING!I W J_ H J1LF 6)9. ®0.15°A __ 9+00 10+00 al5_ iiir a _ �,F 'lII xi Ill Iln�:e� l�� SS -4 g z r¢O a :g¢ pup $ po p z }� In .r '�� K�i � SwF¢ Hi _ 0R0 _ 8� I Fu RuF¢o� Sp-� 3 x__3� - im�uu per_-- z33 as u3of i33'd¢ r7.w �uu3p xA _�3zQ'3z'a z3a iftH ` I - —'— L —" :3 FI DB ni II - -- I ,LF2IFI _ _— - - - - - P ASTM 1%11* 46 LF 27'PVC ABTAn F675 �g e. Y iiiiii__ D 95 MGD ' D rey 683 MGG - _ _ - -�_ 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10*00 19+00 NOTE THE 0011750+105 SHALL CONTACT THE FOLLOWING AT LEAST 40 HOURS PRIORTO E%GAVATING NTHis AREA AXE05005T SO FEW ASS FT IlL EXISTS HG +511111 ES ,.B6Da44-8377 ATMOS GAS )2A814161 XU ELECTRCDELIVERY ,-SO01,1-9,12 CITY OF e,7d921234. CITY OF FORT WORTH WATER OEPT 7x92<477 VETICALL AND HOR ZONTALLYPR 0RTOCONSTRUCTION ALLR 6 TTY RTHE DUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PtAN6. THECIIY MUSTRELY UPONAXE KOEOU005 OF THE WORK OFTHE DESIGN N R. 0 wpR 2S 001ST PROFILE SCALES: 1" -40' nORIz 1"=4 VERT LEGEND P T OUNOARY PROPOSED NANrITOTNEWES ONE P NI ARY SEVICE --o-l:X%s FOISTING ING SANITARY SEWER LINE t-xw EXISTING WATER LINE tss EXISTING GAS LINE NOTES: 1. ALL MANHOLES GREATERTHRN IA FEET DEEP SNOALDEA MISMUMOF5 FEETIR040HESIIN000EIOHONOSNNLLSIAVEON EXTERIOR OROP CONNE C T 2 ALL FUTURE GRADINGS UNDE SEPARATE CONTRACT. 3. ALL SEWER BAIN$ 12 FE OR GRETER SH 0 CONSTRUCTED UT L2N 4: CONTRACTOR SHALL PRESSU0.E RA TETHESANITARY.SEWERPIPE ALA --CROSS NGS BETWEEN THE WATERL LAND THE SAN TARP SEWER PIPE IN ACCORDANCE WITHTCED REGUTATIONS. 5. SEPARATION BETWEEN WATERLINEAND SANITARY SEWER NFORM TO TCEp'6 CHMTER2B0.g4(el, PND CHAPTER 2,7.53(6). 6.. ALL MANHOLES SHALL BE RAVEN COATED OR ANOTHER APPROED COATING. 7. SERVICES THAT CONNECT INTO AN SOR26 MAINDNE WILL BE CONSIDERED DEEP SEWER SERVICES B. MANHOLES IN THE FLOODPLAIN ARE REDUIRED TO HAVE SEALED UDSTHAT CONFORMTHECITYSTANDARD5. EVERY THIRD MANHOLE W -N THE SHALLBE VENTED IN ACCORDANCE WITHT, REGULATIONS. ,/ 90. TAKE SHALL I TORETHEFINALORNE °,, EL ECONS ACTION I iI TGCH OAS NOT FLDW PATTERNS. — ' �04936E� $�90511212028��Np ALPHA RANCH MASTER SAN SEWER SS -4 STA 9+00 TO 19+00 FORT WORTH, DENTON COUNTY, TEXAS Westwood mN :ale 4140 ....IN o DATE PROU.T4 SHEET MDL MAY2026 005180300 026 v v v WARNING�� a� ! REVIEWED By i.,IdwR Ahm t 4.41 pm, JM121, 2026' ' / / \ 1 APPROXIMATE LOCATION OF UNDERGROUND CAS UNE \ / CONTRACTORTOFIELOVERIFY PRIORTO ry NTER AL 0 q NGI \ \ ' fi ///// / 55GAC NG _�- GA9 CROSSING / \ \ .� - \ Cij ' \.� \ � / �sB4 srn 1s�5s 1IN — � � � � �� g � / / \.\/ DWI WATERPGH flING \ _J _ ____i__ : L rCOVEft .. _ SS -4 ;.:■■ W■V - ■W■■■■■■ ■W■ ■■■■■■■■■■■■■■■■ :u:::u■ AMw: ■■ ■■O■■■■■■■■■■■■■ ■ : ': :: :::::::4 :-:�:::::::::C min■ swarm:- 2 Io..�....iii::UEUUU•..I m■■■■m�■W� ■RUM ... , �■— mW■■■■■■m■ ■u■.... mW■■m■m■ ':'!','EM .-.-I '�eieisis c�s�� ■■■■■■■■m■■ P ••••••••'••••. __________F.......... ■■■ ■■ ■■■■■■■W■� ■■■■■■■■■■�■��■■■.M m■■W■m■IKE ■mW■■■■■■■■■■W■ ■mW■■■■■■ — •m■u■ �■■■ ■■■ : ■■■■■■■■■■■■■■■■■■■■m ■■■ .■■! ■■■■ ■■■■■■■■ ■■■■■■ IH+UU LU+UU LI+UU LL+UU LJ+UU L4+UV LO+UU ZD+UU ZI+UV 10+UU WITH THE ENGINEER WHO PREPARE. THEM. IN REVIEWING THESE 1111 THE CITY MUSTRELYUPONTH DUACYOF THE WORN OFTHE DESIGN N INFER. wua-2s-o61n PROFILE SCALES: 1" = 40' HORIZ. 1"=4 VERT LEGEND P CTBOUNDARY PROPOSED SANITARYSEWER LINE P OSEDSANITARY SEWERSERVICE E)USTING SANITARY SEWER LNE ROW EXISTING WATER LINE tss EXISTING GAS LINE NOTES: 1. ALL MANHOLES GREATER THAN 12 FEET DEEP SHSLLBE A MIN MUM DES FEETI601NCHES) INOAMETEn AND SHALL HAVE AN E%TEWOROROPCON—TI.. 2 ALL FUTURE GRADINGS UNDER SEPARATE CONTRACT. 3. ALL SEWER MAIN$ 12 FEET DEEP OR GREATER SH 8 CONSTRUCTED UT L 2 NG BDR26PPE. 4: CONTRACTOR SHALL P..U0.E RATETHESANIARY..SEWER P AT ALL CROSS NGS BETWEEN THE WATERLEB: SAN ARY SEWERN EINACCOROANCEWTHTCEORE OVATIONS. 5. 6EPAPATON SEW ENW TERUNEAND SANTARY SEWER CHAPTER21T.63IU-EQN TOTCEDSCHAPTER2BO (,HAND S ALL MANHHOLES SHALL BE RAVEN COATED OR ANOTHER T. SERVICES THATCONNECT INTO ANSORONMNNUNE WILL BE CONSIDERED DEEP SEWER SERVICES B. MANHOLES IN THE FLOODPLAIN ARE REDUIREO TO HAVE SEALED UDSTHAT CONFORMTHECITYSTANOAPDS. EVERY THIRD MANHOLE WITHIN THE SHALL BE VENTED IN ACCORDANCE WITHT, REGULATIONS. 90. THESCONTRACTOR SHALL QW9M 1 RESTORE THE FINAL GRADE TO PRE CONSTRUCTION ELEVATIONS SO AS NOT TO CHANGE EXISTING FLOW PATTERNS. ICI 84936 �f91,GEN E . ALPHA RANCH MASTER SAN SEWER SS -4 STA 19+00 TO 28+00 FORT WORTH, DENTON COUNTY, TEXAS Westwood 027 NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING /,/ i LEAST aS HOURS PRIOR iO EXCAVATING IN THIS AREA: " _ — �� / r/ Byl Keen AH C t441pm,JWJ1,2026 TXU ELECTRCGEL VERv _� CTT OF FORT WORTH 'SDt).32123 l - - L 81]392-00)T `_ _ � —� � _` � LVERTICALLY ANO HGR ZONTALLY PR RTD CONSTRUCT ON. I_ , _ _�� _ ems �1- *B�� — WITH THESENG xEER WHO PREPARED THEM �N REVIEWING THESE PL4N5, 'u' "—' �_ii 3DIA MPfL—�J ^ _ / _ —� - _ _ -- ' HECTY MUST RELV UPON FTHE WORK GFTHE OESI I N _ M f �� fir, _ _` —•� \ -- — _ O PROFILE SGAlE5. �/ ��✓ �/� `yam \`\�� t �^� LT U SEWERSERVICE J 'F-a�T EXISTING SAN TARY SEWERLNE —\ ` r // / ��exw EXSTINGWATERONE I / // \ ' _, \ a �� f/ I M cv E%STING GAS LNE NDTEAL 1 1. UM OF5SGREATERTHAN t2 DIAMETER NDSHALL /\\ \� i \`\\P/? w. //7^�� \\ b �` �� EATERMODROP CNNECTI ES�INDIAMETER AND SHALL HAVE AN _ / � q/ \ K'� 2 ALL FU�RE GRAp NG IS UNDER SEPPRATE CONTRACT I \ S J /�� '1 \ ' �� 3. ALL SEWER MAIN51]FEETDEEPOR OF ATER SHALL BE \ \ n y� rte' cJ `\ / 1r 4 CGNSTRDGEDDTILI:INGSDR-25 PIPE. r CDNTRACTDR SHALL PRESSURER TE THE SANITAR S WER PIPE \ \ /�� od��' 'T E vV 1 - ATALL cHOSSNGSBETWEENTHEWATERLINEANDTHESANITARY / \\ \ \ / \ n J �� _ o A 7 ' S SEWER PIPENACCOROANCEWITHTCEOREG—ONE. SEPARATION BETWEENWATERLINEAND SANITARVSEWER CHAP ERG17531e1.CD NFORM TO TCEO'S CHAPTER 29B GK) AND 6 ALL MANHOLES SHALL BE RAVEN COATED OR ANOTHER T. SEES CESDTHAT CIONNECT INTO AN SE -MAINLINE WILL BE CONSIDERED DEEP SEWER SERVICES. B SEALEDrL G5 TTHAT CONFORM TGHEPCTY STANDARDSFOV THIRD MANHOLE WITHIN THE SHALL BE VENTED IN ACCORDANCE. SS -4 9 CLASS CH�MSEOMENT S 10. THE CDNTRACTDR SHALL ®'""Lt TOPREcONSTaucnoNAGE ELEVAT ONS SO AS NO 775 0g0 775 TG CHANGE Ex SING d FLOW PATTERNS. EE I No w ��3og 770 770 a3 s � 1 'zi3as — I I I I I 11__ ___ __ __ _I - — I I I '' ••n 765 _ — — — _�_� \ 765 ^•pcP a 0 84936 W W Z - - PVC ASTM F5i9 - Z 755 = L sTM Fe - - - -- - - -- =755 Bs )9 Losovo I:RETl- ""CASTS EEn ®0.E5M10 U ALPHA RANCH MASTER SAN SEWER t"iso so SS -4 STA 28+00 TO 38+00 I � IIIE ! GD BD MGD -- — - D•a 5.59MGD -- — FORT WORTH, DENTON COUNTY, TEXAS 745 �a 8,�9 - —,—. — — _ Westwood e w a 3 m e 74o LL� H -�- tff+1HHI __ — — — 74o SHEET 28+00 29+00 30+00 31+00 32+00 33+00 34+0 35+00 36+00 37+00 38+00 „ 028 � I r6S4S 1. / t�perREVIEWED RYlzeleeen Anmee of 4:41 pm, Jul J1, 4026 ILG I / I \ I ' Y / INTE NA EPO%Y COATING( j / \ W/CO CR COLr RECH LAND /" DDD ER GH G r' L / w . n \ BOLTED6 A H / sTA L V V \\ IUTERNAcctoxv COATING / 41at Sonia j`� �� I M1J - VpKV�EGXTR NG/ ONC TANG G\�♦ Y rl �.A A E,z Nvwan uc suDE I / / IIw1wATE j Al i �T� TO IEL IRE - \'aa' \ En AL OND / / L OCOVER J_ ARNINGI � ✓ �d \\ \ \\ I / / APPROXIMATE LOCATION OF UNDE (GROUND GAS LINE I / (/ 1 CONTRACTOR COTO LX NSTRUCTIONVERIFY PRIOR TO SS -4 0 y'TZ 33 a- __ s - ?33a a3rc 1JLuviz� x � — -- 775 I -t- L __ H F cwoc 6TABIL DBAC U' ` F 760= Ez =760 1ssDR.zs c,®o.s6S F 755 sLF21 PVposs^io d. ennEx.rc � I F 755 s6 D preq Oc p„ 95 O So 59MGQ RSBMGO 9M Oreq ? 2t MG k ti n 1145 — WUR-zs-Dorn PROFILE SCALES: 1" = 40RORIz. 1"4'XERT LEGEND P OUNDARY PROPOSED SEARYSEWER LISLE PROPOSERS NI ARY SEVICE —o-exss EXISTING SANITARY SEWER LINE —54--END EXISTING WATER LINE tss EXISTING GAS LINE NOTES: ALL MANHOLES GREATER THAN ,P FEET DEEP SHALLBEA MIS MUM OFT FEETI60 INCHES) IN DIAMETER AND SINLL HAVE AN EXTERI — CONNECT 2 ALLEUTUREGRADINGISUNOERSEPARATECONTRACT. 3. ALL6 WE MAIN$12 FEET EEP OR GREATER SH BE CON U OZN 6. PE 4: CONTRACTORSHALLPRE6SURERATETHESANI ARY.SEWERPPE ATAU- RO59NGSBETW THEWAEERLSO ESANTARY SEWERPIPEINACCORDANCEWTHTLEp RE LA S. 5. _RATON BEW EN WATERLINEANO SANTARY SEWER NFORM TO TCEp'6 CHMTER2BB.g41e1, ANO CHAPTER 2,].53Itl). 6.. ALL MANHOLES SHALL BE RAVEN COATED OR ANOTHER APPROJED COATING. 7. SERVICES THAT CONNECT INTO AN A—WVNRNE WILL BE CONSIDERED DEEP SEWER SERVICES. B. MANHOLES IN THE FLOODPDAIN ARE REQUIRED TO HAVE BEADED LIDSTHAT CONEORMTHECTYSTANOARDS. EVERY THIRD MANHOLE WTHIN THE SHALL BE VENTED IN ACCORDANCE 9. CLA55'H"EMEEDMENi�S I� 10. THE CRETTHE FNAL GRAOLE TO PRECDNSTRUCTION ELEVATIONS SO AS NOT TO CHANGE EXISTING FLOW PATTERNS.If 64936V� 94 t tsE��E { / REVDWE7ii-iEii _ ` Bylzelaeeneald:4lPm,Ju131,2026 \ `. ., ' �j O _ JU / \r PER �\ �_ —. _\� sR�EK/ '� I 11 eoAiTLLEDevENTlIaiED ' I �, y, �1 ' LU - l.��?�a� `II TERN vcoATNcI Uj — —\\\"' ` w v�TacR Nc \,� �... �.. �� Iw 000a PONTRO UNT �I — _ 6 A - 1 i 115 OfA MH F / U � f / / JX01 _1RNAL EPO%Y 00 \ 'TERY GHTRNG GA GROSS UG - i WI CDNCPETE COl1AR NAND CnvER F / wrW TA ncTA NGI 7i� \ � Ir/ \ �wr ODOR CONTROL UNTJ L _ ANtl COVE) — S r3Ig5 ..o0 i 15'58 3 \ C ARACIA .—+ ,J 7`EuiABEP5 � / / / ` — ✓rte' I�I R �� F �� -_ If APPROXIMATE LOCA/TIONN 01 UNO EGROUND GAS LINE I/,l� �� i / I /� i �// CONTRACTOR TO FIELD VERIFY PRIOR TO- /r ✓ /% I i / CONSTRUCTION SS -4 q¢ <SW 4 aSu <N 4 785�� 700 w ou3 g m •fit₹arc .. — tt row u3oii �p 33<— ocxmACT ,� --- --_33a�, Er -- Er I m 4 ti 3 0IF 33ai¢ [Tfl— -- 9P -- — -- �. sT�P 0 780 — -- — — — — —. — r 7701 __ __ , v CE9 llc SONZEXSVH "770 � z asF 760 __ zsi - o.a 2 L soR zs Pvc W.o 6o°i° I I W m 760 IHTo I sb LF is - - rr r a 755 750 - _ 750 - _ - 4/+UU 45+UU 4tl+UU 5U+UU 51+VU 5Z+UU S3+UU 54000 55+UU 5O+UU 5/+UU WUR-zs-omn 0 PROFILE SCALES. 1" = 40 HORIZ 1"=4 VERY LEGEND PRO3ECTSOU DAR -♦— PROPOSED SANrTTWTSEWET LINE PROPOSERS NI ARY SEVICE —0—av EXISTING SANITARY SEWER U NE ----d4_Ex W EXISTING WATER LINE tss EXISTING GAS LINE NOTES: 1. ALL MANHOLES GREATERTHAN IX FEET DEEP 6 LLSEA MIS MUM OFT FEETI69 INCH SI INOADETER AND SINNLL HAVE AN E%TERI RRO CONNECT 2 ALL FUTURE GRADING ISUNCEF SEPARATE CONTRACT. 3. ALL6 WE MAINS 2FEEt EEP OR GREATER SHALL BE CON U LVZN 6 PE 4: CO TRACTORSHALLPRESSURE RATE THESANITARY.SEWER PPE ATALL GS OETW THE AIERRSAN TARv SEWES PIPE INACCORO CEWTHTCEQREEN LARD AD. 5 SEP RATS BE W EN W TER INE O SA TRY SEWER 0 D HMT i41e1 ANO H T R ( ) fi ALL MANHO EE SH LL BE RAVEN COATED OR ANOTHER AP R T SERVICES THA C NNECTINTOAREB-111NEWUSE CONSIDERED DEEP SEWER SERVICES B. MANHOLES IN THE FLOODPCAIN ARE REQUIRED TO HAVE BRACES LIDSTHAT CONFORMTHECTYSTANOARDS. EVERY THIRD MANHOLE WTHIN THE SHALL BE VENTED IN ACCORDANCE 9. DTHE H EM6 M NTUS II/ + . THE TRACT SHALLLL ._ EL EONSSOASNOT TOCH OAS NOT I. FLOW PATTERNS. s� r 96Mtv26ze�+�� / 11 REVIEWED � I .�1 \1 BY lultleen AhmM at 4:41 Pm, Ju191 P026 QOJ�� / F /45A5F3O13 --1 // 7�� ' �S r•' j ` I �l,V' w ItsDIa MH i' —f �� I V \v WfWATERTIGHTRING r w / >\ �� I —`— __i LND CO Ri_/iJ R� /i --_— — _ -- ci.00 BSbtr5S % ES, Is RB---� - % .�...= O 'su6T.asz --� \ /— l �. I eoLTED s dA DROP MHI / / f / .- / rAl�s PLI31 f ��'�� GSA 'rte / acLT u I vlxnW U I CONCRETE COLLAR I —� / T HI ATERTTG /. IANO COVER I —" / / A 0 COA ING �i _ / 1 W wNc WARNINGII I A OCONRII P APPROXIMATE LOCATION OF UNDERGROUND GAS LINE _ '- CONTRACTOR TO FIELDVERIFV PRIOR TO — t' ---.I CONSTRUCTION SS -4 `05= �p w v % s F a a < � n __. mYowo�om $ 8 p 3a3a _. 795 795 TtuM1 !I 785 _ O 780 W _ N Lu 780 _ I J 7750 7 7j0 i I J L 356 LF,rs 0 - -- tPVC®..56 —. 14111 111 L DR -:6 sz6LT -T _—, _ii alo ---H -.--- — — 765 IFS I I I — - L 765 — oN4=,aB MGD ��- 760 Dreq, 265 MGD � - Jam_ 760 ! � 5/+UU 58+UU b0+UU 0U+UU b1AOU S/DUO DS+UO 64+UU Db+VU DB+UU WUR-zs-Dote PROFILE SCALES: 1" = 40 HORIz 1"4 VERT LEGEND P NDARY PROPOSED SANRARYSEOER LINE PROPOSEDEANITARY SEVICE —o-Exss EXISTING SANITARY SONERLNE ----54—RuW EXISTING WATER LINE ea EXISTING GAS LINE NOTES: 1. ALL MANHOLES GREATERTHAN IX FEET DEEP SHALLBEA MINIMUM SF1 rEFIllS INCH S) IN DIAMETER AND SHALL HAVE AN EORO CON T 2 ALLLLFONTUREGRADI GISUNDEREEPARATECONTRACT. 3. ALL6 WE MAINS 2FEET EEP OR GREATER SH BE CON TRUCTEO Ui LEIN 6. 4: CONTRACTORSHALLPRESSURERATE HESANIARY.SEINER PPE ATAU- TEES EE S VAXOT W THE WATE RNE E SAN TARP SEWERPIPEINACCORDANCEWTHTCEDRE LA S. 5. SEPARATON SE1W1 EN WATERLINEAND SANTARY SEWER CHAPTERSIP.531U-CONFORMTOTCEC'SCHAPTER2B6.4A(11 AND 6.. ALL MANHOLES SHALL BE RAVEN COATED OR ANOTHER APPROVED COATING. 7. SERVICES THAT CONNECT INTO AN EBFUP WVNIANE WILL BE CONSIDERED DEEP SEWER SERVICES. B. MANHOLES IN THE FLOODPLAIN ARE RECUIRED TO HAVE BEALEO UDSTHAT CONFORMTHECTYSTANOARDS. EVERY THIRD MANHOLE WTHIN THE SHALL BE VENTED IN ACCORDANCE 9. CLAS H FAS M N S II 0. THE TRACT SHA L e R TO ECONS CTON ELEVA X51 GO O ANCE �I FLDW PATTERNS. �64936V� 94 t tsE��E 051 0 / ' \ \ ' REVIEWED IINrHNU EFP % ) \ °\ By Izeltleen Ahmetl at 4:41 pm, Jo! 31, 1036 W CONC ETE CO LAR - � J M1 \ n \ WI WATE ANO CO R I 55 /yin r P' /u ^ �`.\ ` oil / s'� ✓ J �� 1 N m _ — P YCO PNGI tiT/ .Gv ( y J■ J mL OOOVE� Y "1_ i� GA OSS NG \ z•w. \ ,355 a• a .a,z•ss s. 3 I /y. i /p �\ \\ '—`\ \ \ aura — ■ FLOOD PLAIN \ —\ SS -4 800 _z3a� ii _� a3<sa� i i I _a33<s1l - 800 791 Mo As s Lc As. ° c i FAM uc n s o 790 rxs, uc s R s W W 785W I (J � 780 . _I - Fr55DHG6 PVC® w ssING — ssc ENurv% N REAM sE cEs.0 s51 sEav �EsosLC EnM caossnc W LU 785 — (i H 780 lirfti AT" 99'! 39n LF 12 SDR 26 PVC 11 _.. _ — I �D% DRIB P t 765 65 m - tiff+UU b/+UU DB+UU Dy+UU /U+UU /1+80 /L+VU /3+U0 /4+UU WTM THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY MUST-UPCNTHE AOEOUACY OF THE WORK OFTHE DESIGN ENG NEER. WUR-zs- 157 PROFILE SCALES: 1" = 40 HORIZ. 4 VERT LEGEND PROPOSED SA LINE P NI RY SEVICE --o- 0000 EXISTING ING SANITARY SEWER NOW EXISTING WATER LINE GO EXISTING GAS LINE NOTES: ALL MANHOLES GREATERTHAN 12 FEET DEEP SHALLBEA MIN MUM 0+1 FEETI60 INCHES) IN DIAMETER AND SHALL HAVE AN E%TEWOR DROP CONNECTION. 1 ALL FUTURE GRADINGS UNDER SEPARATE CONTRACT. S ALL SEWER EOUTILI2FEL DR36 PP GREATER SHAH GE 4: ATALI-CROS6 GSBPETWEEENRTHEWTATTERlE ANDTHESgNRITARY SEWER PIPE IN ACCORDANCE WITH TCEO REGULATIONS. 5. SEPARATION BETWEEN WATERLINEAND SANITARY SEWER NFORM TO TCEp'6 CHMTERIBU.gAlel, MID CHAPTER 2,T.631tl). S. ALL MANHOLES SHALL BE RAVEN COATED OR ANOTHER APPROVED COATING. 7. SERVICES THAT CONNECT INTO AN SORZS MNNLINE WILL BE CONSIDERED DEEP SEWER SERVICES. B. MANHOLES IN THE FLOODPLAIN ARE REQUIRED TO HAVE BEALEO LIDS THAT CONFORM THECRYSTAN0AR06. EVERY THIRD MANHOLE WOHIN THE SHALL BE VENTED IN ACCORDANCE 9. GLAS H EMB M N S II 0.E TRACT SHA L R TO ECONS CTON ELEVA OA NO TO FLOW PATTERNS. _ r LSE�z�m BNIvrz9z6 ALPHA RANCH MASTER SAN SEWER SS -4 STA 66+00 TO 74+00 FORT WORTH, DENTTON COUNTY, TEXAS Westwood rmr2e RL�e nP� � a��'Y.auuwe °DATE SHEET DES COED AE MA/V DO *00*500* 032 NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS y _ — — REV PRIOR TO EXOAVADRIS IN THIS AREA: `REVIEWED E As R„ , Aooa44�377 a By I eltlaen Ahmetl a10 01 pm, Ju131 2026 A MOS GAS S72A814151 \ \ _ XU ELE IV Y ,-B 711 9112 I — _ , I � � - — m oemuu COCA A U 817 -SE -474 _ _ — - \ CITY OF FORT WORTH WATER DEPT 817a 2<477 O L I � eC -�I � /�/z rn VERPOALL AND HOP ZONi LLY PR ORTO CONSTRUCTION. I I � \ \I a o\ ToeEeE \ TGT 8 ITY THE D LY THEEE NOTHESEPA \ �� INSTALL l _ WTM THE ENGINEER WHO PREPARED THEM.IN REVIEWING THESE PLANE, r5S STAT 1Sfi5 _ 1 I _ I THECIIY MUSTRELYUPONIN O CYO THE WORK OFTNE DESIGN LL\\,I 1 RNEPDXY ATINGI ENGNEER e DA. MH I \\I\1 IWI WONCRETE COLUR �z _ INTERNAL EPDXY COAT NG �`L�1 \♦ TEH TIGHT RING \ �"a I ppPN WUR-25-0U1P N' WI CONGRETECOLLAR L{IT LNO CODER J a \ nita(oi1 TRl O I_NDCOVEft GH _J II,F. 99a 6TA WPB Z ~ I _ STALL 82rs5.53 1 • W 1112 ss PLUG I / I 1 W V I ss<1z ss - - ss<Ir Es I ) PROFILE SCALES: 1— — —1 1•_40'HORIZ _ �— \ S III\\ Ilj /l / — "— — Ae2rpsso 1"=S Y,ERT. �I is6oA LEGEND I - \� \ 1 III I LINTER ALRE OCOCOA/INS - _ — — — — PROJECT SOUNOCRY ,1 \�\\\ (/ \ \ `�' �_ OPOEEO SA AI2YEEWER LNE Jz - 1 \Il\ �— 7' \ PROPOSEDS NI ARY =\\�\\\( 15-07\\\ ` / I T SEWERSERVICE ' \ \\ 1'\I ♦ FL HR // \ i / �o I —® OO EXISTING SANITARY SEWERLNE �/ \ I �\�� i / I I ��Eow EXISTING WATER LINE I / —— �� \ \\I\ ♦ J ��... \ J a I 1 ♦ \ qa EXISTING GAS LINE / / I� \:� i w \ 1 NOTES: / \ ♦ \ _ - � 1. ALL MANHOLES GREATER THAN 12 FEET DEEP EHALLSEA — / 1 r — / \ _ W I \ MMIS NMUMUM OF5 ET( INCHES) DIAMETER AND SHALL HAVE AN _ f \ \l� / I / �L ♦ 2 ALLFUTUREGRADI GISUNOEREEPARATECONTRACT. I--------- — — — —. — — / S_ I - t -✓ �N 3. ALL 6 WE MAIN6 2 FEET EEP OR RE TER SHALL BE I _ �♦ 1 _ 4 I I �\ �� 4: CONTRACTOR 6HALL PRE6SURE RATE THESANITARY.SEWER PPE I � ATALL CROESNGEBEIWEENTHEWATEPLIEANDTNESANTARY ��. I- 1 I /'}�� SEWER PIP PIN ACCORDANCEWTH TCEO REGULATIDNS. 5. SEPARATON BETWEEN WATERLINEANO 6ANTARY SEWER CHAPTER217.831LLCONFORMTOTCEO'SCHAPTER2SB.4 R1 AND 6. ALL MANHOLES SHALL BE RAVEN COATED OR ANOTHER SS -4 ¢ PPROJED COATING. 7. SERVICEETHATEP IE—ICEDRZ6 MAIAWNE WILL RE 8 SOOT LERVICES. a£ @Oo x B SEWER MANNHHOLESOLES IN THE MAONFORM THE CITY ARANDARDS. ETOHAVE TANOAINA EVERY THLL HHH815 �' HHHH BE TO E CONSTRUCT ON S ___EEALEGLIDSTHATCONFORM ELEVA NS SO AS NOT r E _ 4 Rwsr1 G�� RD_6RG Bla� It �n■n■■n■ p�a .. I..■■■n■■n■iuu •• U•:s::Ui :FL � _•iiiii inn■n■■ Eiiii. sDR2EPvcLO I I ouzo T. � MGD M _z Q m 74+00 75+00 78+00 77+00 78+00 79+00 LL 80+00 81+00 82+00 83+00 ALPHA RANCH MASTER SAN SEWER SS -4 STA 74+00 TO END FORT WORTH, OENTON COUNTY TEXAS Westwood 84+oo I DOS ACED CC M B SC , 033 \ NOTE: THE CONTRACTOR SHALL CONTACTTHE FOLLOWING AT LEAST qB HOURS PRIOR TO E%CAVATING IN THIS AREA: I TOTAL DISTURBED AREA= 0.69 AC. )O� \✓ TEXA68t1 ATMOSGAs 1Dias61,4161 T R, SGARIC DELIVERY ITif2 ORTH 01]-392-1231 LOCH LOG � LOC� LOST LOCH LOCH LOC LOG S LOG H LOG -"- CITY OF FORT WORTH WATER DEPT. 01]x92 CONTRACT RTO FIELOV RIFY ALL EXISTING UTILITIES SF�SF��sa IO ss�SF�SF�SF�SF�OT CO I "^' \ f VERTICALLY AND HORIZONTALLY PRIORTOCONSTRUG TION SF�� SF� SF� �oOl T -y --Col �'DOl�001� "g \ �OOl�001�001�001�001 I I ` A00 I IREVIEWED ) f ` 9Yfzelawn Abmeaat4;4lpm, JOIST. \ Y026 ON \ _ — Coll W W JJ)c` I= LEGEND W JO w PRWECiOWNOARY \GOC ' A\` IE f Z IJ -�owvra-WYRFLOOOPLAINUMIT WARNING!! APPROXINTTACTCATIONOFUNOERGROUNO GAS LINE &' ®� �� S �` EX SING CONTOUR PRGPDEEDCDNTG R CONTRACTORTOFIEUGTION YPRIOR TO CONSTRUCTION Q ) —SF� osILT FENCE DCUP EX(4'ORB')& I S CE TO BEAPPNEO ___-__-- AFTER PAVINGATROW) I \ \ I ROPOSED CHECK DAM C J INOLNT PROTTECTION STABLLRED ' - - I _ STRUCTON ENTRANCE NOTE E. F smAGTONSTAN DDETA ES FOR f. G NNOTES AIG S I / / / \ \ -- I THE NDCONOOETAILSDA 1. THECIW E DESIGN AN ICONSILANG ONSTANDARDS APPLY WHETHER INDICATED ON THESEHOWN OR NOT. 3. SLLT FENCANDARD BE INSTPLLEOAS SHOWNIN TIE Citt OF STGR W UTOETAIL5. 4 GONTRAOTOR ECTO TALLADDITIONAE OWRENCONTROE NSON EROSION PROTECRON IS NEEDED AS PEROWNERS.ENGINEERS OR E CITY INSPECTOR. ITT TAINTING VEGETATION ALONG EXISTINGAL OTTOmANO MEDIAN SSHALLBEREPLACEDT JSORIGINALCONORIONOR BET R. 6,ArZOAGESWALESSHALLSEGRASSEDASTENANT ALL STANOCONSTRUCTIONEROSION CONTROL SHALL MEET LIFT ORDINANCE 0 / / TOTAL DISTURBED 49 41 \ m �ELMAN. g CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION = 0.24 AC. • 9 S"' jpp ' 04936 { Mwt I.PAOIIETrE AL OSlvzoze,lx ALPHA RANCH MASTER SAN SEWER SS -3 EROSION CONTROL PLAN FORT WORTH, DENTON COUNTY, TEXAS Westwood ENROllEE UT pEVEWEE MOL U 26 CRAC o 049 II o/Co° oc //// \ \ ' / ��I ' ' 4n°\SCO \\ 7/ P � SF //r' \ " ,44 OTTO NOTE: THE CONTRACTOR SHALL CONTACTTHE THIS AR IN A H3TT AT LEAST C HOURS PRIOR A INTICT IN THIS AREA: ITGAS ++ 4111 RBED AREA = 0.62 AC. J TEL xu ELEcmIc aOO.TI DeuvERr +i— -15110 - — CITY OF FORT WORTH Fv all ExISnuG IITII BHF[39-71 CITY OF FORT WORTH WATER DEPT. REVIEWED Bylzeldeen Ahmedat4:41pm,JM131.2026 LEGEND I = TOTAL DISTURBED AREA 0.66 ACNY F— —�Loc�Loc� �; LOG SF�SF�SF— LOC �LOC� 2 i i LOO 66= Ro== 95 gg F SF SF L°��SF CA)I 001 00l�JOl SN CC §& g OOl�001�001� / c 1 \ LOGSLo0- 00 I / J / L�� 2<' 001 F LU �I LOG��SF -001 / �J SF 0l O �isF�001_ � I / r SF— PROPOSED SILT FENCE PROPOSED CURLER Ia' OR III& --------SILT FENCE ITO RE APPLIED PETER PAVINGATROW) PROPOS1—FIGN OAM CJ INLET PROTECTION FROP09 STASLLFGED CONSTRUCTION ENTRANCE NOTES CONBIROCTIUR NOTES AND STOOARU DETAILS DARO DETAILS FOR 1. THECITYOF OESIGNAMICONSIROCIIONSTANDARDS APPLY WHETHER INDICATED ON THESE PIAFIS OR NOT. 3. SO FENCES SHALL BE MSTALLEOAS SHOWN IN TIE CITY OF STANOPAODETAILS. A, CON TRACTOR WILL INSTALL ADDITION AE EFOGION CONTROL WHERE EROSION PROTECTION IS NEEDED AS PEROWHERS.ENGINEERS OR E CITY INSPECTOR. 5. THE FOOTING VEGETATON ALONGTEXISTINGAL SONOYBANO MEDIANS SHALL SE REPIACEDM JS ORIGINAL CONDRION OR SE R. 8.ALLDRAWNGESWAIESSHALLSEGRASSEDASPERCITY ALL STANDARDS. PRIOR TO THE CITY ACCEPTANCE OF THE PROJECT. ION EROSION CONTROL SHALL MEET CITY ORDINANCE '4q WINE A B ,e ALPHA RANCH MASTER SAN SEWER SS -4 EROSION CONTROL PLAN FORT WORTH, DENTON COUNTY, TEXAS Westwood PROJECT4 051 \ / I ITOTAL DISTURBED AREA = 0.61 AC. \ LOC LOG UDC�LOG ��CC,,/5F NSF -SF -SF SF�SF� \ � -OO1-OO1_I o/ u7 I5F oo^ � I x N\ / Iz WARNING!! / I APPROXIMATE LOCATION OF UNDERGROUND GAS LINE / CONTRACTOR TO FIELD VERIFY PRIOR TO / 4 CONSTRUCTION - LEAST qB HOURS PRIOR TO GACAVATING IN THIS AREA: TEXAR 811-�0.3C4-tl3Tl ATMOS GAS 1 912-SS1 4112 TXU ELECTRIC DELIVERY tA00.ii1-9112 CITVOF FORTWORTH 01T -3S2 123 CITY OF FORT WORTH WATER DEPT. 81 i�91-1 REVIEWED By Izeldeen Ahmed at 4:41 pm, Jul 31, 2026 I I TOTAL DISTURBED AREA = D.66 AC. ' / / �\ \ �/ Z - / / SLOG nF�� ti I i� 11 I I \ Loc�sF�� —ss�, 1s•ss oo� S I rvn/ sF . 1 L I \ Loc. sF.� l0 OC LOC LOC I I�7 s§ s§ SSH15"SS §§ SCOT-70,-� Imi - - ' 1 LEGEND -- -11T BOUNDARY -��'w Fo- 1W VR FLOOOPWrvUMIT EX ST NO CONTOUR PROPOSED CONTOUR SF- PROPOSED SILT FENCE PROPOSED CURLER (4 OR B )& -------� CE TOSEAPPMEO AFTERPAVINGATROW) PROPOSEDCHEGKDAM [ ] INLET PROTECTION SOSESHDO DGTDSENTRANCE NOTES: CONSTRUCTON NOTESAND STANDARD DETAILS DARO OETA LS FOR 2 THE CRY OF DOSGN A- CONSTRUCTION STANDARDS APPLYWHETHERMDICATEDONTHF PTARRORNOT. 3. SILT FENCES SHALL SE INSTALLED AS SHOWN IN THE CITY OF STANDARDOETAILS. A, GONTRACTORWILLINSTALL.ADDITIONAL EROSION CONTROL WHERE EROSION PROTECTION IS NEEDED AS PER OWNERS. ENGINEERS OR CITY NSPECTOR. 5. THEEXISTING VEGETATION ALONG EXISTING PARRWAYEAND MEDIANS SHALL DE REPLACEDTO TO ORIGINAL CONDTIION OR S. ALLDRAINAGERWALESSHAU REGRASREO AS PER CITY H. ALL STANDARDS. PRIOR TO THE CRY ACCEPTANCE OF THE PROJECT. CONSCTION ION EROSION CONTROL SHALL MEET CITY '4..........493..... oslvzD2a ALPHA RANCH MASTER SAN SEWER SS -4 EROSION CONTROL PLAN FORT WORTH, DENTON. COUNTY, TEXAS Westwood .�. RAWN: SR DATE PROJECTA SHEET ESIGNED: AR EVIEWER: MDL MAY RSZS. 00500000050052 ' / / J FLOOD POUR AT LEASTq HOURS PRIOR TO EXCAVATING IN THIS AREA: TEXAS 111-800.3C0.H3)T ATMOS GAS 1 912-0014161 \—/ TXU ELECTRICDELIVERY 1 -iit-9112 CITY OF FORT WORTH 01i -392-123a ' CITY OF FORT WORTH WATEROEPT. 01- CONTRACT RTO FIELOV RIFY ALL EXISTING UTILITIES / /'__ REVIEWED - By Iz01C00n Ahmed at 4:41 pm, Jul J1, 2026 It LEGEND —Eoc—Eoc—roc—Loc—Loc—Loc—Loc �SSF-SFSF— —SFSF� SF —SF SF oc—Loc—Loc—L0C—Loc--LOc—LOG—LOc—LOC—Loc—Loc SF—SF—SF—SF—SF�SF�SF�SF�SF�SF n SF - __- �SF PROJECTBOUNDARY ' --SIX I&SS TN AD s- 001 �01 � 001 � 001 001001 ND 901 $6 A'5'S AN r NY �SSL IS 301— 301301 001 001 001 991 _ 001 � s JBl ....301.. ss awv _ W VA FL000PLAIN UMIT 0 w EXIGTI- CONTOUR —05M1— PROPOSED CONTOUR �SF� ROOSEC SILT FENCE _ PROPOSEOCURLEX(4'ORB')e '• \ 1r1 IU -------- SILT FENCE(TO BE APPl1E0 Q PFTER PAVING ATROW) ROPOSEDCH—DAM • I CJ INLET PROTECTION STAOLLFGED ec ' _ CONSTRUCTION ENTRANCE • .,,A ■ NOTE E G DETAILS FOR 9 1. REF RTOC11HN GONsmuGDD sIUS, `'Bas•enF' • I CONGIRUCTION N0TE5 AIG S NDCONODETAILS. 1. - VW E DESIGN AMT ESE PL NSOR STANDARDS APPLY WHETHER INDICATED ON THESEHOFI$ OR NOT. • Cl: 3. SLLT FENCAPDARl BE iNSTPLLEDAS SHOWNIN THE Citt OF • Ep •' STANOPAO DETAILS. A, GONTRNPROT ILLO IS ADDITIONAL OWNERS ENGINE WHERE EROSION PROTECTION IS NEEDED AS PEROWNERS.ENGINEERS OR E CITY INSPECTOR. ATE ROTTING VEGETATION ALONG EXISTINGALPTRIOCINTSAND NoSomolO MEDIANSSHALL BEREPIACEDT JSORIGINALCONOIDONOR 8, ALLDRAINAGESWALEssTAl1 SEGRAOSEDAS PET CITY STANDARDS.PRIOR TO THEACCEPTANCE OF THE PROJECT. zOH. OALL ROINANCTRUC ION EROSION N C CONTROL SHALL MEET CRY a TOTAL DISTURBED AREA= 0.55AC.N ` �oc5e�s V 0 LOCH LOC LOGS LOC�LOC LOG �LOC�LOC (P` I \\`SF�SF�SF�SF�sse li,rss-�SF�SF-SF-SF�w -. I 001001-]001-001- o01 � 001 001 001 Ig ALPHA RANCH MASTER SAN SEWER ISS -4 EROSION CONTROL PLAN ` \ \ \ I FORT WORTH, DENTON COUNTY, TEXAS II I Westwood .�. PROJECT4 NIEWER MDL AY 2026 NNHIRCT EN 053 FORT WORTH® City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: CTMGT Alpha Ranch, LLC Subject of the Agreement: Reroute the sewer line around the new Oncor Easement through the property M&C Approved by the Council? * Yes 0 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes 0 No 0 64974 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 0 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: 01/30/2026 If different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes ❑ No 21 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 105879 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 0 No 0 Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.