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HomeMy WebLinkAboutContract 60708-CO1DEVELOPER -AWARDED -PROJECT CHANGE ORDER CSC No. 60708-CO1 IPROJECT NAME: Azalea Avenue Townhomes I ICONTRACT: CHANGE Water, Sewer, Drainage, Paving, and Streetlights ORDER No: ICFA# CFA23-0055 I CITY PARTICIPATION:( YES ICITY PROJECT # 104341 ICITY SECRETARY CONTRACT # 60708 IFID # 30114-0200431-104341-E07685 IX # X-27503 I (FILE # W-2878 INSPECTOR: Cristobal Fuentes Phone No: 682-213-0475 PROJECT MANAGER: Drew Goodman Phone No: 817-392-6251 CONTRACT UNIT WATER SEWER DRAINAGE PAVING STREET LIGHTS WORKING Developer Developer Developer Developer DAYS Cost City Cost Developer Cost City Cost Cost City Cost Cost City Cost lCost City Cost IORIGINAL CONTRACT $166,706.35 $0.00 $129,534.14 $79,576.34 I $0.00 I $0.00 I $106,967.10 I $0.00 I $117,556.00 I $0.00 I 80 (EXTRAS TO DATE $0.00 $0.00 $0.00 $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 ICREDITS TO DATE $0.00 $0.00 $0.00 $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 ICONTRACT TO DATE $166,706.35 $0.00 $129,534.14 $79,576.34 I $0.00 r $0.00 I $106,967.10 I $0.00 I $117,556.00 I $0.00 I 80 (AMOUNT OF PROP. CHANGE ORDER ($2,377.00) $0.00 $26,704.92 ($3,154.05) I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I 0 I REVISED CONTRACT AMOUNT $164,329.35 $0.00 $156,239.06 $76,422.29 I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I $0.00 I 80 TOTAL REVISED CONTRACT AMOUNT PER UNIT $164,329.35 $232,661.35 $0.00 $0.00 $0.00 REVISED COST SHARE Dev. Cost: $320,568.41 City Cost: $76,422.29 TOTAL REVISED CONTRACT $396,990.70 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 1 You are directed to make the following changes in the contract documents UNIT I: WATER IMPROVEMENTS CITY BID CFW Unit Developer PAY ITEM # ITEM # QUANTITY UNIT ITEM DESCRIPTION Price UNIT PRICE Cost City Cost 1 TOTAL 10 3201.0614 (4.00) SY Conc Pvmt Repair, Residential $135.00 $594.25 (1.837.00) ($540.00) ($2,377.00) TOTAL UNIT I: WATER IMPROVEMENTS 2 377.00 ($2,377.00) UNIT II: SANITARY SEWER IMPROVEMENTS CITY BID CFW Unit Developer PAY ITEM # ITEM # QUANTITY UNIT ITEM DESCRIPTION Price UNIT PRICE Cost City Cost TOTAL 1 3331.4115 (1.00) LF 8" Sewer Pipe $95.00 $85.00 $0.00 ($85.00� ($85.00� 2 3331.4119 (20.00) LF 8" DIP Sewer Pipe $180.00 $96.28 $0.00 ($ ,925.6) {$ ,925.6 } 6 3301.0002 (21) LF Post -CCTV Inspection $4.50 $2.50 $0.00 �$52.501 (($52.50 9 3305.0116 (7 CY Concrete Encasement for Utility Pipes $152.49 $440.79 -$2018.10 ($1,067.43) ($3,085.53) 11 3305.0109 (21.�� LF french �afety $1.12 $1.50 -$7.98 ($23.52) ($31.50 NEW 0241.2001 46.000 8 CY Sanitaryy line Grouting $0.00 $ 560.26 $25,772.00 $0.00 05,772.00 NEW 0241.2103 1 EA 8" SewerAbandonment Plug $0.00 $ 375.00 $375.00 $0.00 $375.00 NEW 0241.2013 76 LF Remove 8" Sewer Line $0.00 $ 34.00 $2,584.00 $0.00 $2,584.00 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $26,704.92 ($3,154.05) $23,550.87 Asterisk (*) indicates New Pay Item Revised: 12-17-2018 Page 2 REASONS FOR CHANGE ORDER SS -A Alignment Change, Exisiting SS to be abandoned in place with grout. Changes Correspond to Revision No. 1 as shown on sheets 5,13-16 of the construction plans Exisitng 1 " water service to remain for irrigation. Changes Correspond to Revision No. 2 as shown on sheets 5 and 7 of the construction plans. No cost is associated with this chain. RECOMMENDED: Shield Engineering By� -- Name: Caleb Dunn Title: Project Manager APPROVAL RECOMMENDED: CFW - Water Department By: Name: Suby Varughese Title: Engineering Manager RECOMMENDED: CFW - *Contract Compliance Manager By: L4."' �y Name: Drew Goodman Title: Engineering Manager M&C Number: M&C Date Approved: Date: Apr 14, 2025 Date: 08/08/2025 APPROVED: West River Holmes Take P✓acta✓ By:,, . . 11T 17 -1 Name: Jake Proctor Title: Owner/Developer APPROVED: CFW -AAssistant City Manager By: - Name: Jesica McEachern Title: Assistant City Manager Date: Apr15,2025 Date: 08/10/2025 ATTEST May 28, 2025 Date: B_m Date: 08/11/2025 Y Name: Jannette S. Goodall Title: City Secretary N/A N/A APPROVED: Trophy Construction By L', N,Iy 7;0251348 CDT) Name: Wade Allard Title: V.P. May 21, 2025 Date: APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney By:� Date: 08/09/2025 Name: Richard McCracken Title: Senior Assistant City Attorney * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, and ensuring all performance and reporting requirements. ❑There are NO City Funds associated with this Contract There are City Funds associated with this Contract OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 3 LEGEND I REVISIONS NOTES EXIST WATER LINE EXIST OVERHEAD ELERRIC REVIEWED 1 ANY PRIVATEIMPROVEMENT. B MAILBOXES DAMAGED OR REMOVED NO DESCRIPTION DATE TO BE REPLACED/ INSTALLED AT THE CONTRACTORS EXPENSE 1 LEASTINGSSMAINTOaEABANDONEDINPLACE,WATER 8Y22JM24 EXIST GATE VALVE ��+ EXIST POWER POLE � By A—GDDtln at 3:40 pm,FM 28, 2025 TEMPORARY POSTAL SERVICE BOXES MAY BE USED IF NECESSARY. METER TO BE REMOVED&KILL WATER SERVICE AT MA IN EXIST FIRE HYDRANT �w RIGHT-OF-WAY 2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN COMPLIANCE WITH THE LATEST VERSION OF THE TEXAS MANUAL ON UNIFORM 2EXISTING WATER METER& SERVICE TO BE REUSED FOR O2/OTFA" EXIST SANITARY SEWER LINE sz EAST EXIST WOOD FENCE TRAFFICCONTROL DEVICES AND CITY STANDARDS IGATION EXISTSANITARYSEWERMANHOLE �zs RE MOVE EXIST CONC PAVEMENT .,®^ 3 THELOCATION8 OFALL UTILITIES SHOWN IN THE PLANSWERE OBTAINED FROM AVAILABLE RECORDS OR FIELD OBSERVATIONS AND E%IST SIGN v ARE APPROXIMATE NEITHERTHECITYNOR THE ENGINEER ASSUMES ON SIGNTOBEREMOVED v EXI5TTREETOSEPROTECTED MY RESPONSIBILITY FOR THE UTILITIES NOT SHOWN ORNOTINTHE AND RELOCATED (SEE TREE PROTECTION DETAILS LOCATION SHOWN THE CONTRACTOR SHALL DETERMINE THE DEPTH SHEET 321 EANDXCAVATION LOCATIONOFEXIST BE REQUIRED TO EAN PRIOR TO I kiBPELS SHIELDEXIST SANITARY SEWER +++/++/-1 w+++�i-+f+EXCAVATIONN OSHALL UNDERGROU D TAKEANY TO BE ABANDONED EXIST TREE TO BE REMOVED PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN ANUIOREXIST SANITARY SEWER--X--x--Icu--X--x--It ANYOTHER UTILITIES NOT OF RECORD OR NOT SHOWN ON THE TO BE REMOVED PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL ENGINEERING FRANCHISES AND THE CITY UTILITIES PRIOR TO CONSTRUCTION ENGINEERING#F-11030, SURVEYING#10193800 LHEMOVCONTRWATER ME LOCATE * A 4. ALL EXIST UTILITIES ARE TO REMAIN UNLESS NOTED OTHERWISE. ND,GAMOVEWATERMETERS ON 5CONTRACTOR SHALL MEANDER SIDEWALKS AND WALLS AROUND X TEDLOTSANAKILLER 1 EX IST UTILITIES AS NECESSARY PER 2012 TEXAS ACCESSIBILITYE`ATTHEMAIN /( STANDARIDS MANUAL SECTION 40351 A MINIMUM CLEAR WIDTH OF 36 Dq/Iq M1ORS vaRrNc INCHES MAYBE UTILIZED lvnrrarE Lm 6 CONTRACTOR SHALL COORDINATE ALL PRIVATE IRRIGATION AND H `�' twH90o aeLooniox LANDSCAPING ADJUSTMENTS WITH PROPERTY OWNERS PRIOR TO / ]60.i l'T oPRDIC i]]sDJ) r J I INSTALLATION.'., .�. tib. O1r9Bt1iM 9xE!i........ ........ . mocxa I I ]. CON TRACTOR SHALL HELINSTALL TESTALL TEXASACKANO RAMPSIN CBEB_f. OMl1 / �$� uMppp gppxpy AND AMERICANS C NS WITH THE SATE ITIES A S ACCESSIBILITY STANDARDS QTJ99 (wn oPx is i]]avJl I AND AMERICCTORS ALLNAILITIES ACCESS TO DRIVENB / - I 8 TIES TEMPORARY DRIVIE AINTAIN ACCESS S USED IF N VE NECESSARY VAYS ALL TIMES TEMPORARY DRIVEWAYS MAY BE USED IF NECESSARY / - wsr xD DSlarnsw ( 9. ALL FENCES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. FENCES THAT ARE CALLED OUT TO BE REMOVED AND REPLACED WARNINGM I SHOULD BE REPLACE ALONG THE RIGHT OF WAY UNLESS OTHERWISE EXIST OHE SPECIFIED. O ALL WATER SERVICES TO BE REMOVED SHALL BE KILLED AT THE N U�DOCAypoPON / � / � � - � � � InvsTq 0 1911]a0.i MAIN 1 I 0 20 40 80 TO R EXIST I ~ FEET FENCE TO REMAIN GRAPHIC SCALE IN Do Q Hcc — — Dvamaw I yip P CONSTRUCTION NOTES exls�colucon / / / ADTTREcmcRIERSIxsPEcroR AT LB.sTde ROURS PRIOR J EXIST GUARD �NEWAY / / // - � � � � toi) i roBEOIxxluO cousTRunroN (BY OTHERS) / / tOr 1 - OF DETOOveRrvmErvre STANDARD SPECIFlunous FOR N.SUCwoRK._.R.C_N oOxca / / d X / L.BARE FCA IN—.. ONI TNECONTEACTON SHAuvERBI''ALL TDPDGRAPxIC DATA \ REMOVE WATER METER &KIL / / eor r1 / — 1\ srRUCT"MILESS mxeawrsExmeDALL REFREX8NOMTREE vTREES aDM ON ETADernNO assxEEraz WATER SERVICE AT THE MAIN..Say. b R G \ REMOVEN SF / RENI­ DRIVE / / Q 1 - - EXCAVATING AT EACHLOCATIOry E. FOLLOWING AT LEASTde HO11R9'2:—O EXIST CONC DRIVEWAY CIDI ECAN EX ST BE ELM TO PROTECTED NPUE / E / / I - X TAU _ NsaoRTAnaNaPueuc WORKS �fn0 F PLACE / PROTECTED IN PLACE / I rv[uGv CONTRACTOR TO / EXIST I BE RED OAK TO BE1. L1-,A, NT_ I CHARTERCAPONEAND N401VISION AGg B OugS ERV CLOCATEE AND MAIN PROTECTED INPLACE / NO, D -E vC A / cOr 9 I I X lE GMuum sERvlces DEPT e T 2 EXISTING I" WATER SERVICE AND R TO REMAIN AND USED FOR / I ° DHORIZONTAL&VERTICAL CONTROL e� �G RE VIE 20L \ / ON I,CAR ON N B1111 lUlW CSLINE RDLLSTREETAT M CIRxERONACLLSTI CURB & GCIZTER y - - EXIST S' PECAN TO BE / 1 I "-�•"/ PROTECTED IN PLACE I E� EXIST T' RED OAK TO BE / \ \ ♦ ) TIN PR TECTED IN PLACE / I I E1E'v s'nre w CB LINE coRRaLL sr ABw CORNER CARRMLBT aMERRIMAC ST REMOV \ / O STREETELEGHST NO XOF tune ox AuIEAAWxOE CURB ON cutRCT STREETAND IBARN ETA S NORM of REMOVE NC SF REMOVE 2 SF EXIST CONC DRIVEWAY / EXIST]'PECAN DRI & EUEVm.szi TO BE REMOVED m EXIST T' RED OAK TO BE ' I SIDEWALK PR ­REMOVE WATEPLACER METER&KIU_ REMOVE1358F I © m I FFOCHSTREAPNx ENLElXNUE xrtut —ERNA...LEL—EOINTRE WATER SERVICE AT THE MAIN EXIST CONC DRIVEWAY ns . ATAND AvervuER NUE xr OFwA RN ` ; EXISTINGI-WATERSERVICE AND I NHry'S,'� CON TO / IRRIGATION.EMAIN AND I F 3 y LOCAKILL PROECTEIDNOwC BE DBE ,Qm �G ISSUED FOR d WARNINE&" r °� WATER SERVICE EAST REMOV NCDR FA CONSTRUCTION S EXIST GAS, HE 8 UGE w ATTIRE MAIN REMOVE NC 13'BF F-.tISR CONC DR ELOCA „O a ly 3 EXIST CONC DRIVEWA I REMOVE FIRE SON NO y�¢j €� NG CORNTLR4CTORTO "$� CITY PROJECTa foaLai FLEW-W78 V! LOLA SERVICE AND KI TH II FrtE#x- MAPSCO#TAR-twM WL W cm rR eLocu ,la Eq E— J N„ 2J�3 CITY OF FORT WORTH, TEXAS = e x ® o TRANSPORTATION & PUBLIC WORKS DEPT FEMA FP 100 YR _ MOVEI2LF — "REMOVE F FIRM PANEL 48439C0190C U EXIST RI ON EFF 312112019 PR=T BE AZALEA AVENUE TOWN HOMES w \ G s S- ` \ oA ALFA E -WAYEx TE TED IN Z V u _ g PAGE 18 E ss \ W —� _ Q DEMOLITION PLAN LU DESIGNED CFD SCALE DATE. SHEET Q '� DRAWN CSD 1"=21T 2I142025 5 OF45 QN Numberoi W.--piftn 1e LEGEND NOTES I REVISIONS PL LOT PL WATER SERVICES NOTES PROP SANITARY SEWER LINE 1 ALLWATER LINES SHALL BEAWWA G900 DR- CLASS to®tlu Mwneramelln¢ NumberWSamMea (e i WATER SERVICESTOBEPL4CEDTONEACH 2MI UNLESS DETAILED OTHERWISE NOIL DESCRIPTION DATE 20'(TYPICAL)t 20'(TYPICAL) SIDE OF PROPERTY LINE WHEN RESIDENTIAL PROP SANITARY SEWER MANHOLE 2 THE EXISTENCE AND LOCATION OF UNDERGROUND 1 L NOCIwrvcE e/22J2024 ]) JCBUof F�ae/loer 100DLF1 O.J FA ROW -II LOTS ARE STAGGERED UTILITIES ON THE DRAWINGS WERE DERIVED FROM 1 Oeatl end 0 U 4'SEWER ��1"WATER FOR STREETS WITH LOTS DIRECTLY ACROSS EXIST $ANITARV SEWER LINE :s AVAILABLE RECORDS AND SHALL BE CONSIDERED AS 3) Brznc6etl off the mainllDnrterlM1an 20U1 0 EA SERVICES 8"WL SERVICES FROM ONE ANOTHER, PLACE WATER SERVICES APPROXIMATE. 2 AEXISTING WA TER METER& SERVICE TO BE REUSED FOR DVOJT2025� 4) Fireline N/A ASSHOWN EXIT SANITARY SEWER MANHOLE s 3 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD IOATION 5) Hrtlant 0 EA 8"SS ]0 SVON IDE EACHFURTSLID FPROPERTY OM HEWATER LINE THE VERIFYING EXISTING UTILITY LOCATIONS AS WELL AS BACK OF _ } 2'Ory EACH SIDE OF PROPERTY ON THE SIDE PROP WATER LINE HORIZONTAL AND VERTICAL PLACEMENT ROW 4 CONTRACTOR SHALL IMMEDIATELY CONTACTTHE Subtotal O.J FA CURB 10'(TYPICAL) �� 10'(TYPICAL)• CLOSEST TO THE WATER LINE. PROP BACKFLOW PREVENTER(BY OTHERS) ENGINEER OF ANY DISCREPANCIES LOT NO SPLICING OF COPPER SERVICE LINES PROP WATER METER ® 5 ALL WATER LINE ELEVATIONS ARE TO THE TOP OF PIPE iota) sample tertetl l2 wnsewtive Passin¢)= lA EA P fB P ALLOWED. UNLESS OTHERWISE NOTED I kiBPELS PROPOSED BULLHEAD WATER METER 8 8 ALL PROPOSED WATER LINES MUST BE CONSTRUCTED INSHIELD Conbn¢encv of lSS UPI initial C011ettionl 035 EA WATER SERVICE LOCATION 2 INSTALL 35 V TYPE'K' COPPER SERVICES ACCORDANCE WITH THE CURRENT TEXAS COMMISSIONrvl, PER CITY OF FORT WORTH SPECIFICATION PROP GATE VALVE I== ON ENVIRONMENTAL DUALITY ITCEQ)RULES AND 1.11 EA NUMBER331210 REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TEXAS ENGINEERING—x x— ADMINISTRATIVE CODE ITAC) CHAPTER 290 SUBCHAPTERio[al Fstimrtetl CastforWa[er SamPlin¢1530/FacM1l 551.o WATERSTUDY#: PROP FIRE HYDRANT D. WHEN CONFLICTS ARE NOTED WITH LOCAL ENGINEERING#F-11D39, SURVEYING #10193890 X NS-2021-1]52 I STANDARDS THE MORE STRINGFNT REQUIREMENT 111 EXIST WATER LINE SHALL BE APPLIED, CONSTRUCTION FOR PUBLIC WATER W-1 STA 1+2812 I SYSTEMS MUST ALWAYS, AT A MINIMUM, MEET TCEQ'S ��� mamma Flv Irvwai[ vArzm[85 tro EXIST GATE VALVE —"��"— 'RULES AND REGULATIONS FOR PUBLIC WATER 0 07 INSTALL' Lar i-a, eLacx # tni xo. ozr}� 1.1"IRRIGATION SERVICE SYSTEMS" F. 1-BACKFLOW Orvs* azisrswJ EXIST FIRE HYDRANT " " ]. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES N88CKFIL28 J SHALLBE DESIGNEDWITH RESTRAINED JOINTS IN .......... ......... ... !u°°T°� I NOT TYPICAL WATER SERVICE CN[B G. OIIXX E 232022401 M ADDITIONTO CONCRETE THRUST BLOCKING EXIST FIRE #uC rvo. 02rss]rbos LOCATION TO MEET MIN I' SEPARATION TEESORANCHOR COUPLINGS SHOULD BE USED TO HYDRANT �,/\� W-15TA 1+28.63� I SECURE ALL BRANCH VALVES TO FITTINGS. TABLE 5-2 _ INSTALL. PROPOSED STREEE LIGHTING COVERAGE = I (PVC PIPE JOINT RESTRAINT) INCLUDES THE MINIMUM "6,p5C 1-1115°BEND RADIUS=500' LENGTHS CPIPE TO BE RESTRAINED FOR B-INCH AND __ 8 E2320 623 WARNING!!! I PROPOSED TREE 12-INCH PVC WATER MAINS. -� ✓ EXIST OHE Ii� 8 ONLY ALLOWED MAXIMUM DEFLECTION ANGLE OF PIPE JOINT NOT EXCEEDING 50%OF MANUFACTURERANGLE W-1 STA.+1227 ] _ I I W-15TA 2a]046 DEFLECTION RECOMMENDATION PER DESIGN CRITERIA • WATER CROSSING L i a I _ - - - I CROSSINWATERLOWER2 I 561 EX I STING GAS LINE _ - ./ G N0.9 REFER TO THE CITY OF FORT WORTH'S STANDARD ENSURE 3' MINIMUM // / SEE DETAIL ON SHEET9 CONSTRUCTION DETAILS FOR ALL WATERLINE VERTICAL CLEARANCE / N695980799 I APPURTENANCES. 0 20 40 60 CO NTRACTORTOVERIFYA // 3mocc _¢ B a�55. SSE E232036274 I _ CONTRACTOR TO VERIFY LX.+ // / + " \ $ ' ®? 60J W-1 STA 2+84.46 AW Aypau25 cv REVIEWED HORIZONTALLY B VERTICALLY _ INSTALL a VIE GooJmen at3:41 pm, Fab 23, 2023 GRAPHIC SCALE IN FEET BEFORE CONSTRUCTION 2 g$$ 1-8"GATE VALVE&BOX N6959B.419 I em Gr CONSTRUCTION NOTES / E2320f E031 LTs 3 / oT y. 16ORlVf STn E23S03]621 W-1 STA 4a22.53 / W-1 STAO+O].J9� %j o:O/T / L10 LOT Typ `�E7'A w-1 STA 4+19 s4 ] INSTALL. Tp la[Ox lNc coxsTRucrrox �rrrvecmglleeslxsP[cioR nr LEnsias rvouas Palo¢ / WATERCROSSIN' / / T B nro. 02i9sr]60.s INSTALL 1-1'IRRIGATION SERVICE x E%ISTINGFIBER OPTIC LINE ,y4� t0 > 1-1125°BEND IN6959]8625 ENSURE 3'MINIMUM h'^ / r� a L,XJ 0T $ > N8959]8]54 IE SS 050892 o B oUxclL VERTICAL CLEARANCE z / 5 / W-1 STA 1*0888 �` of GOveRN"111-11RO SPECIEIun111 Eortvuazle-1 COrvsraucrloN {L / SY INSTALL LM62T'p E2320508.22 W-15TA 4*280] CONTRACTOR TO VERIFY A NSTALL !J�p���`/CONTRACTOR TO VERIFY / t 1-45° BEND / /� Ar� 5' S\ 1-45'BEND 'gHORIZONTALLYB VERTICALLY // / N6959B3]02 1-225°DEND N TorocanPxlc DnrA uns ARc raRlrvFauunox oxLv. rxcwxmAmox sxAuvcRlry ALL / E2320208�6fi W-15TA 2+]966= - CONTRACT OR SHALL •BEFORE CONSTRUCTION oT q �) \_ W A1MB LOT / / 3] )PLACE SECTION o L' B —1—LESS mHEawNExmED REPERExcETREEVROTEmION ol:rnassxEEraz aiaTaix N 8859]49.]3 FORT WORTH wATEa DEPARTMENT E 2320158.0] At °i ,W-1 STA 0+0500 INSTALL / ,y OF PIPE BETWEEN THE PouowNC AT LEAsiae HOURS PRloaio F. & Lit 1 1-8"XB"TEE / n SS MANUFACTURED BENDS ExCAvanNGAT v.Cx L0C 0 11NS8 GATE VALVE 8 BOX REMOVE POLY PIG N0.2 / / ro / { LOT s T \ - N 6959]62 ]3 N 6958805.55 I E 232051212 `Sl N6959]4]32 E232037140 / _ NSPORTATIONBPUBLIC WORItS / E23201588] L s NSTALL 1+4338 Lei \ OAA O,I.QtY DETENTION AREAS / Lr' PGATE VALVES BOX LMa rvERGv 9 W.] \ DRA EESMT - vnaxs OOLGMIR Nm SERvc sI DIVISION 1712 3 Ova /N X- N 68598.0.]3 S sTEM FNEH l <b W-1 STA 0+14.50, 88.48 RT�jn a�A O Io DEPT E 23203]0 03 I Lor I a WFW 1- WATER SERVICE LOiW-2 STA Oa128] y-I STA 4+1631 a 1 F3� i I�ETExn ANDMETERTOREMAIN Lo 0. WATERCROSSINS (WATER LOWERING L 3 OHORIZONTAL S, VERTICAL CONTROLiW AND USED FOR IRRIGATION / EXISTING GAS LINE m LL u WARNINGIH 'CROSSING NO. •¢ «ssazmN Exois mLETw ceurvE caaaousTaEET al swcoaxEn cuaousTa PROP VARIABLE sv INSTALL 3 / ENSURE 3'MINIMUM SEEDETAIL ON SHEET9 OLziO EXIST GAS, OHE 8 UGE « / 4 WIDTH UE B PA (REDUCED FLOW PREVENTER / CONVERTRACTOR VERINCEFY N 6959]6312 yI of Al — ry yG 2 � !r Euv sw4a6 E 232050912 I or I (REDUCED PRESSURE A / Lost HORIZONTALLY &VERTICALLY P ZONE ASSEMBLY-BV OTHERS) L*a - Lod WATER CROSSING 6959]0616 25'I1g BEFORE CONSTRUCTION m WATER CROSSING E232024684 Lo / fS qTS IN 89596]511 /- MISTING GASUNE Ei+v bn EN r,e rww ca LwE CaxaGLL sr AswcORNER CARRaLsr aMERRIMAc sT \ W-i STA 0+0000=� i PROP VARIABLE uaeoN CAR aousraecTAxo ND LO, of / EXIST A E 2320334.63 2 W 8' S �N$DRE 3' MIN OF l / / J WIDTH UE 8 PAE -. INSTAL 0], 200\ T 6 S T — VERTICAL CLEARANCE INSTALL' 'N' / Lo \ © L 3 E. II CONTRACTORTOVERIFV Euv snssi nor cuss ox AznlEn av>:xUE 1-8'X V CUT -IN TEE / DETEN NA AREA W / 8— oM39A HORIZONTALLY&VERTICALLY CONNECT TO EXIST 8' W (E & W)� W-2 STA 0+18 99. 128.29 RT BEFORE CONSTRUCTION INSERT POLY PIG NO. 1 N 6%9642.51 REPAIR 12 BY OF / EXISTING )'WATER SERVICE 'mgll oT E232051212 _ Arnim AVErvue rnoMAsaxnnoav sEv+Ea MaxxoLE LacnrEnlNTxE CONCRETE PVMT / / ANDMETERTOREMAIN 1yI / f' �z W-1 STA 5+5]50 ns,,. EFocx sRSrr AxoAwCn AvcxuS Nfi959J42.98CON f/Y.W i13 l NSOAU9ED FOR IRRIGATION ' 1 Lie II INSTALL. yI o E232015416 OPq�gq LOIrySTALL O+OSW 1- BACKFLOW PREVLL ENTER �N 6W OAT9633 30ALVE&BOX E� • \ 1-8"GATE VALVE&BO% (REDUCED PRESSURE L�,I / E232051212 --N ISSUED FOR \-ZONEASSEMBLV-BY OTHERS) I Lor 4' N 8B GAT.54 /ry ZONE ASSEMBLY 1�—•YI / W-i STA 019716, 39931 IT • CONSTRUCTION Wr wEsr mr oxw �\ E 2320332 50 INSTALL FEMA FP 100 ST ISOLATION - E 2320459.2J '1t tX Loi s8, 8Locrc 178 FIRM PAN EL48439 190CJ VALVE s 1-1'WATERMETER&BOX EFF 321/2019 P f1 �1-BACKFLOWPREVENTER (CITY PROJECT#f04341 FILE#W-28I8 % �+, ryu 8osC0ao a) \ �I _ - - - _ - _ - _ - (REDUCED PRESSURE FILE#X-2]503 MAPSCO#TAR4. LU D' \ d4F ZONE ASSEMBLY -BY OTHERS) 2 N895962T 1] CITY OF FORT WORTH, TEXAS O v n ION , E 2320548.58 = Gu --- - WATER DEPARTMENT W-25TA 0+0806 \ - - - _ x - o uEXIST FIRE Z CAUTION) WATER CROSSING / " �j EXISTING UTILITIES EXISTING FIBER OPTIC LINE, ® \� 2' II i HVD T THE CONTRACTOR IS RESPONSIBLE FOR _ _ - - - UNDERGROUND ELECTRIC � - EXI ISO ION IDENTIFYINGOR TO CINSTRUCTG ALL OERGROUND BGAS LINE W-2STA0+.0.00= W-1 STA St6250= - GA VALV UTILITIES PRIORTOCONSTRUCTION.ALL ENSURE3'MIN OF EXI,)„-W '�s 8� - - AZALEA AVENUE TOWN HOMES Lu INFORMATION SHOWN IN THESE PLANS IS BASED \ X-1]SO,J, 2006 INSTALL ON BEST AVAILABLE REFERENCE DOCUMENTS, VERTICAL CLEARANCE X-1]50], 2006 INSTALL: 1-B'%1'TAPPING CONTRACTOR TO VERIFY INSTALL:ONNECTTO EX >'< Z DATA PROVIDED BY UTILITY OWNERS,B 1-8'X8'CUT-INTEE I` SADDLE PER D111 HORIZONTALLVB VERTICALLY 1-B'X8-CUT-INTEE '�s W D PHYSICAL APPURTENANCES OBSERVED IN THE BEFORECONSTRUCTION CONNECTTOEXISTB"W(E&W) r �� EMOVE POLY PIGNOISTWl1(E&W) 6CONNECTEXIST B TO WE $ WATER PLAN FIELD THE CONTRACTOR IS RESPONSIBLE FOR N89598T0.49 INSERT POLY PIG NO2 - tt Q i4 REVIEWING AND VERIFYING ALL SUCH REPAIRI5SY OF CONTRACTOR TO VERIFY }„ E 2320333.33 REPAIR 1 1 SY OF " #_ - INFORMATION WARNING!!) CONCRETE WMT _ 'HORIZONTALLB Q CONCRETE PVMT EXIST GAS&UGE EXIST FIRE HYDRANT N8959828.30 _VERTICALLY W d N6959682)S COVERAGE RADIUS=500'—� E 234512 12 BEFORE CONSTRUCTION- I E 2320331 fi / EXIST ISOLATION REPAIR21 SVOF )DESIGNED CFD (SCALE DATE. SHEET Q GATE VALVE CONCRETE PVMT DRAWN CSD V=20' 11I18rz024 ] OF45 Q covrmGxrworssevsmELO ExomEEana oRouP Puc rePE r-„ovarePLstoisseso THE ElEu PEaIGONmisoocuMENTwAS HORIg.Dxv EBF DUUN, PE No.lxnm, oxotm Orzi ZS.urtRAnoN OEAs[a[DoocuM[tarwmour PRov[R xmlNurlori ro rx[R[sPorvsle�[Ncm[[RISAN.1l...N..T.El .E.INEE.NGP.n ICE— REVISION:. NOTES 1. ALL SANITARY SEWER LINES SHALL BE PVC SERI ALL SEWER LINES ARE S' UNLESS DETAILED OTHERWISE. 2. SANITARY SEWER SERVICES SHALL BE 4'SDR-26 UNLESS NOTED OTHERWISE ON THE PLANS 3. SANITARY SEWER MANHOLES SHALL BE INSTALLED USING THE CITY LID ASSEMBLY DETAIL 4. ALL CORROSION RESISTANT COATING APPLICATIONS SHALL BE WARREN S-301-14 EPDXY 5. ALL SERVICES THAT DO NOT MEET 36- OF COVER WILL REQUIRE CSS 6. ALL C SERVICES WILL REQUIRE A 2% MINIMUM SLOPE PER CITVOF FORT WORTH DESIGN CRITERIA 610.3 III I I I I I I I II I I I I I I I /dII Ai[i� r _4 � — 8 Or SP 2 I I LOi IR \ \ I Lacx t0 / I # I s l£ 1 ILL. 111—NTB— J SANITARY SEWER SERVICE NOTES 1 SEWER SERVICES TO BE PLACED V ON EACH SIDE OF PROPERTY LINE WHEN RESIDENTIAL LOTS ARE STAGGERED. FOR STREETS WITH LOTS DIRECTLY ACROSS FROM ONE ANOTHER, PLACE SEWER SERVICES AS SHOWN. 1' ON EACH SIDE OF PROPERTY LINE ON THE SIDE FURTHEST FROM THE WATER LINE. 2' ON EACH SIDE OF PROPERTY ON THE SIDE CLOSEST TO THE WATER LINE. 2. IF LOTS ARE DIRECTLY ACROSS FROM ONE ANOTHER, OFFSET 2' FROM CENTER OF LOT FURTHEST FROM SEWER MAIN. SEWER SERVICES MUST HAVE 2' MIN SEPARATION INTO MAIN P L LOT P L 2R(TYPICALI+I -t 20'(TYPICAL) ROW_ WA ER SERVICES IE WIL SERVICES 4 SEWER WSS �]0' BACK OF —� _ CURB 10. (TYPICAL) -- 10' (TYPICAL) LOT P Ck P SANITARY SEWER SERVICE LOCATION CAUTIONI LEGEND EXISTI NO UTILITIES PROP SANITARY SEWER LINE THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYI NG&LOCATING ALL PROP SANITARY SEWER MANHOLE 1 UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ALL INFORMATION SHOWN EXIST SANITARY SEWER LINE s IN THESE PLANS IS BASED ON BEST AVAILABLE REFERENCE DOCUMENTS. DATA EXIST SANITARY SEWER MANHOLE�s PROVIDED BY UTILITY OWNERS, &PHYSICAL PROP WATER LINE APPURTENANCES OBSERVED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR PROP GATE VALVE ►� REVIEWING AND VERIFYING ALL SUCH INFORMATION PROP FIRE HYDRANT EXIST WATERLINE SEWER STUDY#: E%IST GATE VALVE NS-2021-1 ]52 w EXIST FIRE HYDRANT REVIEWED NOT TYPICAL SEWER SERVICE LOCATION By AXI—Gopamap at 3:44 pm, Fe625, 102& PROP SEWER SERVICE TO BE CONNECTED 1,`TO EXIST 8- SS NITARY SEWERANDONEDNITARY SEWERMOVED L for spr i � I / p� —LEE, 11, ONCPAyRM�. yA1T "a . p / w� r J I REVISIONS NO DESCRIPTION DATE 1 SS ALIGNMENT CHANGE 2 4 02/0]Y2BY22R024 025� iBPELS SHIELD ENGINEERING ENGINEERING#F-11D39, SURVEYING#10193B90 Dq/19�AMp'LS 0/LEB F.. OUIN. ¢]M9 O 0 40 SO Im ~ GRAPHIC SCALE IN FEET TO ReG�u.IUG ONS�TRUCYTI*ONsNOE NOTES cousTR pAT �s.,sT.e uoURS PRIOR Sr LICKTAND SIGNAL DIVISION 8111211.1B COMMUNITY AND EHORIZONTAL VERTICAL CONTROL rn Pl =01— ISSUED FOR CONSTRUCTION CITY PROJECTa fOa.Jai FILEMW-- ()! FlLE#X- MAPSCO#TAR-f04M W 2 CITY OF FORT WORTH, TEXAS = WATER DEPARTMENT Z AZALEA AVENUE TOWN HOMES LU z LU OVERALL SANITARY SEWER PLAN Q LU I DESIGNED CFD SCALE DATE. SHEET Q DRAWN CSO 1..=40' 2I,... 130F45 QN NOTES. P//R. ccyFF�YYJJFIpg� I( j1'()7�� P LOT P LEGEND REVISIONS 1 ALL SANITARY SEWER LINES SHALL BE B"PVC SDR-26 UNLESS DETAILED TrME^ I(ISI'� NEXIED 1' ON EACH SIDE OF PROPERTY LINE WHEN RESIDENTIAL LOTS ARE 20'(TVPICAL)�I ��1 2.0'(TYPICAL) PROP SANITARY SEWER LINE l T NOI� DESCRIPTION DATE OTHERWISE. BTAGGERED FOR STREETS WITH LOTS DIRECTLY ROW _ VWATER PROP SANITARY SEWER MANHOLE _ PROP FIRE HYDRANT 1 SSA ALIGNMENT CHANGE BY22J2024 2. SANITARY SEWER SERVICES SHALL BE 4"SDR-26 UNLESS NOTED ACROSS FROM ONE ANOTHER, PLACE SEWER SEWER SERVICES SERVICES EXIST WATER LINE OTHERWISE ON THE PLANS. SERVICES AS SHOWN 8'WL EXIST SANITARY SEWER LINE ss EXIST GATE VALVE ��• 2 02/O]Y2025� 3 SANITARY SEWER MANHOLES SHALL BE INSTALLED USING THE CITY LID • 1'ONEACHSIDEOFPROPERTVLINEONTHESIDE FURTHEST FROM THE WATER LINE S. SS _ ] p• EXIST SANITARY SEWER MANHOLE � ASS NOBLY DETAIL. 4 ALL CORROSION RESISTANT COATING APPLICATIONS SHALL BE WARREN 2'ONEACHSIDE OF PROPERTY ON THE SIDE CLOSEST • TO THE WATER LINE BACKOF � CURB 10'(TYPICAL) I«T ROW f PROP WATER LINE 1.0'(TYPICA) EXIST FIRE HYDRANT NOT TYPICAL SEWER SERVICE S=301-14 EPDXY. 2 IF LOTS ARE DIRECTLY ACROSS FROM ONE ANOTHER, OFFSET 2' FROM CENTER OF LOT FURTHEST FROM 'MIN P LOT PROP GATE VALVE L (e P L _ LOCATION SEWER STUDY#:I SEW ER MAIN SEWER SERVICES MUST HAVE I REVIEWED NS2021-1752 SEPARATION INTO MAIN SANITARY SEWER SERVICE LOCATION l eyaxarew cooerx,o nz:44 Pmr-w zsz#zs SHIELD IkiBPELS r21. I \ ENGINEERING B e O \ 8SS-1 \ Nam'S ,0 A OP SSA STA2+18]5= ROP SSA STA 3-1770= SS-3 STA O+Op p3, �I SS2 STA O+p0.01 -yy�N 1 I C 0 Irl IIIIII I, ENGINEERING #F-11039, SURVEYING#101 M90 \\ - ck. r2 CONST STD4'SHALLOWDIAMH / 2,y // a so x WITTH CONCRETE COLLAR ITTH C] 0>: WITH CONCRETE COLLAR ES 69598153t V N 695% 2.4, F E 2320212 % q 1 0q/19 a0a3 : \ s t[NSyy L 'R NS SS -A 6TSHAU-19 / NST STD 6' BHALLOV✓ ! ......., �\I \ L LOT 5 LOT l LOT s N L ors 'p DAM WITH WA N NG!!! 4 2 \ for p Lor T L of a ONCRETE COLLAR G N E.N.7& 95 •s CMEB F. dMN • - P OP 5' - - - - ALK REV 8RE LACE' \ EXIST CS- �� l m— ESMT - STREET A -.rS - - - PROPSS-ASTAO+0000 _ - BEGIN EXIST B' PVC REMOVAL&DISPOSAL \ _ -- - - - _ - S .A __ -_--- _-_-_-_-_--7___ - - - - - - - - - -- - _ _- -__ -. _ _ _ _ - - - -'- - -- - - _ -BY _ _ _ _ _ _ _ _ _ - - - - - - - _ _o _ - _ _ yyyy yyyy - - v - CONNECT TO EXIST SS MH L-2351 8 BEGIN B"SS STA 0+]5.56, E GO' RT / END REMOVALB 379 LF OF EXISTING -e' WOOD FENCE TO REMAIN \ ^'�sr S P 5' SSE hll I y B _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w I ss C�i5E x _ _ _ r I NO IJ WARNINGIII 0 20 40 80 N 695976805 E 23205]8.22 _ \ I r\ "^ v^ss•0, w DISPOSAL OF EXIST 8' PVC BEGIN ABANDONMENT WITH GROUT \\\VVV PROP SS -A STA O+]618= SS-1 STA O+ Os pzrsrncw uaT rro fas I,ysT A'o p2rsrnso3 J I EXIST OHE _ _ -- I ozrarnc w5r xw 02i xn� ��-� �� GRAPHIC SCALE IN FEET \ \ INSTALL W PLUG (E) N 6959785.37 CONST STD 4' DIA MH mpx WITH CONCRETE COLLAR op t so') T 3]9 LF OF EXISTING SS P ff L�UTIONI CONSTRUCTION NOTES ` \ \ s E232050488 N8959]80.Bt 'IN Ij rtx I TOBE ADANDONEDIN ncrrHEcmcHlsss lxsPEcioB Ar �FAsias HOUBS PRIOR \ PROP SS STA O*19 fit E2320503.fa JI I I PLACE WITH GROUT P rosEOlxxlu0 cousrRumroN \ \ \ -A CONST STD 4' DIA MH ��11 Q WITH CONCRETE COLLAR L Opp P0ljpoJ1 NM LAz I / nur 02tsr11603 I 1 I Q EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE FORIDENTIFYING&LOCATING ALL of wveA.IP sTAnoARo sPECIRCAnons Fort PONTNI o6xs eonsrxuL TEXNS \ \ \ N895977010 P// I UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL INFORMATION \ T, E232055B.]i (INSi. CpftTrcT I ( J SHOWN IN THESE PLANS IS BASED ON BEST AVAILABLE REFERENCE DOCUMENTS. DATA PROVIDED BY UTILITY OWNERS. &PHYSICAL To TNC, IC DArA unsnR[FORIxFOau4nox oxLv. rx[coxiancrox sxnuv[BIry nI�L APPURTENANCES OBSERVED IN THE FIELD THE CONTRACTOR IS CON' MD PROP SS -A RESPONSIBLE FOR REVIEWING AND VERIFYING ALL SUCH INFORMATION siRS um1REs4 uNLEssorHERwSENmED REFERExX­NOcETREE VRoM , o[rnhssx[msx 55 .5 540 gd 8 535 o! IIIIIIIIIIIIIIIIM a R 525 COPOS-12-11.vswELU-NEERINa UROUP Puc-EF-„uaarePss,o,saem J- /�\ tiF I PROFILE HORZ V=RT SCALE 1'-20 1'=2' e omy �a �°�m do Eoa rvo I� �oa Q?a° e U S Y?o �Nl f" ggln 'a I.'; ` L4mN L o�oSRzy ow L�o �a o_°mhr` of W? ZEd — zw am- °x°m-, - 1 X6 ¢o mo aprc¢O°rcrcmm EXIST GROU D Q CL oN LLmI roorc0_ ��o LLzo °mood do J J PROP GROU D 159 LF 8" DI WIT i PR 40 CY • DI NITH PROTECTO ,1 CO%TING @ 0.40 FIR - 1 TEC O :-3'�e...,umPoR jF/TO ^71 GOATIN,@040% CON( CASEMENT .•I'... .`'. r:`-r•'.'' .'' 411 CO CNC ,'.�.') TINT @ 0. CE►f SE 33'br. 0% ENT PER ., .:. _ W/ 17 .....:N..1 -�F 330:ib-, j5 LFS•SDR-?6@ F 8" C I WITH PROTECTO I I I r" +'K' •'.' - 7 L l 1 COATING @ 0.40% 3 LL W/ CV C NC ENCASEMENT PE1R 1 3FW 33 20 LF 8' DI WITH PI tOTE6TO lu_1-Nawli CPFW 30510 DO 7SE 1 pER moo_ 3> I I P 0 5- � n n +4 n n n n Q THE NGATFA CONCH SHALL CON ON THE FOLLOWING ATLEAST 48 HOURS PRIOR TO TXU Et ECT IC 8-4— ST LIGHT AND SIGNAL DIVISION PARHORIZONTAL —ILL & VERTICAL « INS Rousr e 540 F,Hl Evsw_ 535 v ns::• ISSUED FOR CONSTRUCTION CITY PROJECT#f003x1 FILE#W-- FILE#X-z]503 MAPSCO#TAR-104M W 2 CITY OF FORT WORTH, TEXAS = WATER DEPARTMENT z 530 AZALEA AVENUE TOWN HOMES w Lu z LU SANITARY SEWER PLAN & PROFILE SS -A W 1+00 1+50 2+pp 2+50 3+p0 3+50 4+p0 4+50 4*7025 DRAWN 9CALa- DATEy142025 SHEET140F45 THEMESEUPSPE-.GONml.-Ie ENT--HORIrF. CUEel.UNrvPENoxxTxssoxoxmxrzoxs.ur[nnnae�oFns[elEvooeuN[NrwnHour vRav[R NmlRurwxrorH[rz[svoNSle,[[Ncm[[n lsnN OFFsns[uxoutrH[T[w.s [NCIx[s... P—CEACT REVISION:. NOTES. 1 ALL SANITARY SEWER LINES SHALL BE S" PVC SDR-26 UNLESS DETAILED I �J��TE$ SANITARV$�W�{jJ351�U� OTHERWISE. 1. S S' 'E 1/L.CED 1'ON EACH SIpE OF 2. SANITARY SEWER SERVICES SHALL BE 4"SDR-26 UNLESS NOTED PROPERTY LI NE WHEN RESIDENTIAL LOTS ARE STAGGERED FOR STREETS WITH LOTS DIRECTLY OTHERWISE ON THE PLANS. ACROSS FROM ONE ANOTHER, PLACE SEWER 3 SANITARY SEWER MANHOLES SHALL BE INSTALLED USING THE CITY LID SERVICES AS SHOWN. ASSEMBLY DETAIL. 1' ON EACH SIDE OF PROPERTY LINE ON THE SIDE 4 ALL CORROSION RESISTANT COATING APPLICATIONS SHALL BE WARREN • FURTHEST FROM THE WATERLINE. 2' EACH SIDE OF PROPERTY ON THE SIDE CLOSEST S�Of-14 EPDXY. TO THE WATER LINE FROM ONE ANOTHER 2. IF LOTS ARE DIRO. CENTER OF LOT OFFSET 2' FROM CENTER OF LOT FURTHEST FROM SEWER MAIN SEWER SERVICES MUST HAVE 2' MIN SEPARATION INTO MAIN VARIABLE WIDTH I/ 1 • Lm s Lor 1 W 8 SS EASEMENT 4 955-1 s5-1 STA o+o0 Do= STA 1.19.31 WARNING!!! / PROP SS -A STA 0176.21 CONST 4'DIA D(IST OHEB UGE / CONNECT TO EXIST MH SHALLOW MH , N 6959780.6t E2320503.it N So 661.26 E232D503.12 -I 6 ffi®g � o° sTREBTA SS ' J J s e - / P1•A IF � 540 d 535 � 530 1 s2s -0-20 0.00 0,50 n �Q <y� pis A— GROUND P OR GUI UND CE�IRENT STABI CE 55 Vlf �R OIj(�ITHI PROTECT "BETE EI..ASEIA �@CL 'ZED SAND SEWER .OFWY n5111-D 401 COAPvJ�lII '' .40 '. ER COFW 19/��(F WITH 21 PROP WATER 'ERVICE(TYR) E STABILIZED BAN W TER �RVICE V 33 0510-D003 (TYPL— NSTRI ICT FLAK OPII ER v WATE 2 2.1• CC FREN( P R5S-1 h CAUTION' LEGEND REVISIONS PL EXISTING UTILITIES PROP SANITARY SEWER LINE THE CONTRACTOR IS RESPONSIBLE FOR 2.I 2A'(TYPICAL) IDENTIFYINGBLOCATINGALL PROP SANITARY SEWER MANHOL = NOI 1 DESCRIPTION SSA ALIGNMENT CHANGE DATE BI22J2024 UNDERGROUND UTILITIES PRIOR TO ``SEWER��SERVICES CONSTRUCTION. ALL INFORMATION SHOWN EXIST SANITARY SEWERLINE *WlP SERVICES IN THESE PLANS IS BASED ON BEST AVAILABLE REFERENCE DOCUMENTS, DATA EXIST SANITARY SEWER MANHOLE 2 DVO]Y2025I OF ]0' PROVIDED BY UTILITY OWNERS, B PHYSICALBACK APPURTENANCES OBSERVEDINTHEFIELDPP WATER LINE THE IS RESPONSIBLE FORCURB CONTRACTOR PROP GATE VALVE ROW1.0 PICAL) REVIEWING ANDVERIFYING ALL SUCH INFORMATION. PROP FIRE HYDRANT SANITARY SEWER SERVICE LOCATION EXIST WATER LINE • I SHIELDSEWERSTUDY# EXST GATE VALVE ��°NS-2021-1752 ki EXIST FIRE HYDRANT 6 ENGINEERING III I IV, I Lot NOT TYPICAL SEWER SERVICE LOCATION BPELS ENGINEERING #F-1 1 D39, SURVEYING#1010890 X III W 8 3S s ! I � Iwj 3 i f REVIEWED F. � l By Antlrew Dootlmnn of 3:M pm, FeE 25, 3025 04 19 M43 E e n E RIG 66 SS2 STA 1,19.36 CON ST CIA SHALLOW �Si II II .}I N E 2320S32 89 S RBEWB 1 ° w II 1 c 1 2 V E rl SBA At00 00- PROP BELA STA IS + PROP CONNECTCTTO EXISTMH ) - I x I rer 11 l y Lpiz N 6959617.0+_ LOT 3 I I' I ,�M A 1 ��L'II ib r�� Ir I 0 20 40 60 Cl I h I I I — SS-2 545 545 PROFILE SCALE R1'=2 VE0' 3 VERT 1"=2' O E o pia 540 540 y n � l m 545 PROFILE SCALE HORZ 1'=Z0' VERT 1'=Z 535 535 � � 535 119 LF 8• bl HWoNc PjVj�FJ`ry (p_ RF6�� ` CEMENT STABILIZED P OR WATER SAND SEWER SERVICE CONSTRUCT 21' 2.1 S" VICE (fYP) 2.' 3305 I C-D003(11) TRENCH WA"ER 1 sTOPIER COFW 33 0 � 10 530 no 6"DI WAT R 530 CEMENT ITAY-OZED SAND WATER SERVICIERVICI: PER COFW 330: 10-D003ITYP) W OT S fO- 525 525 -' 525 1.00 1.0 -0.0 0«00 0-50 1.00 1.50 GRAPHIC SCALE IN FEET 6Fe u. uo cousT6 MCONSTRUCTION SNOTES ToAT LFAST.e uoU6s P6oa TX' EUEZIC ATNCS ATAT CHARTER COMMUNICADONS S.—: r- FARus AND EDCPT ��S HORIZONTAL& VERTICAL CONTROL ISSUED FOR CONSTRUCTION CITY PROJECT#f00301 FILE#W-2 8 VJ FILE#X-2]503 MAPSCO#TAR4. W 2 CITY OF FORT WORTH, TEXAS O WATER DEPARTMENT Z AZALEA AVENUE TOWN HOMES w Lu Z LU SANITARY SEWER PLAN & PROFILES SS-1 & SS-2 W 1 DRAWNECSOFD SCALE - DATEBI16I2024 SHEET 15OF45 Q NOTES. CAUTION' LEGEND 1�1REVISIONS EXISTING UTILITIES 1 ALL SANITARY SEWER LINES SHALL BE B"PVC SDR-26 UNLESS DETAILED jjj 1 PROP SANITARY SEWER LINE OTHERWISE. REVIEWED THE CONTRACTOR IS RESPONSIBLE FOR NO DESCRIPTION DATE I ByAxtlrew Goodman at 3:44 pm, Fa625, T025 f IDENTIFYING B LOCATING ALL PROP SANITARY SEWER MANHOL L 1 SSA ALIGNMENT CHANGE BY22J2024 2. SANITARY SEWER SERVICES SHALL BE 4"EDR-26 UNLESS NOTED UNDERGROUND UTILITIES PRIOR TO OTHERWISE ON THE PLANS. CONSTRUCTION. ALL INFORMATION SHOWN EXISTSANITARYSEWERLINE s IN THESE PLANS IS BASED ON HEST 2 02/O]Y2025� 3 SANITARY SEWER MANHOLES SHALL BE INSTALLED USING THE CITY LID AVAILABLE REFERENCE DOCUMENTS, DATA EXIST SANITARY SEWER MANHOLE ASSEMBLY DETAIL. PROVIDED BY UTILITY OWNERS, & PHYSICAL 4 ALL CORROSION RESISTANT COATING APPLICATIONS SHALL BE WARREN APPURTENANCES OBSERVED IN THE FIELD. PROP WATER LINE S-WI-14 EPDXY. THE CONTRACTOR IS RESPONSIBLE FOR PROP GATE VALVE N Q REVIEWING AND VERIFYING ALL SUCH INFORMATION. PROP FIRE HYDRANT , ki SGJSTAASTA0=- EXIST WATER LINESHIELD PROPSS-A STA IS ]]+- - CONNECT TO E%IST MH EXIST GATE VALVENfi959R2AxSEWER STUDY# {�Ez32.2129t Ns-2021-1752 EX IST FIFE HYDRANT yn ENGINEERING NOT TYPICAL SEWER SERVICE BPELS ENGINEERING #F-1 1 ON, SURVEYING#101 M90 LOT 12 I l LOCATION X 0 13 o\� 1. \ \ STREBTA $�I P LOT P ft .............! 2.0'(TYPICAL)� �J 20'(T'PICAL) x"CtiEB F. Dual' ROW _ \\��\ \\�——�—— m —I-L�- — 4"SEWER �1"WATER ,........¢]M9...... I x Lm SERVICES B. ,NL SERVICESt it dIlsf: •�i Hi ]\ �\ rPRI )P I "lL 1 1 fejY ..L "t1 w BI] leA j\ \ 531E Lor 4 BLLor 9D LOT 6 SS ]p SS-3STA1-0225 BACK OF —�— CURB 10(TYPICAL) �—�T 1.9 (TYPICAL) O `d ^ SHALLOW MH WW 3 N8959]]3.90 x�>ti PL LET P Q E 2320161.67 =I 6 Q ti6 SANITARY SEWER SERVICE LOCATION 0 20 40 60 SANITARY SEWER SERVICE NOTES I SEWER IEWHENRESOENDD VONTSAREIDEOF GRAPHIC SCALE IN FEET PROPERTY STAGGERED FOR STREETS WITH LOTS DIRECTLY CONSTRUCTION NOTES ACROSS FROM ONE ANOTHER, PLACE SEWER SERVICES AS SHOWN AcrrHEcmcHIEFs IxsPEcroR Ar LFAsras Houxs PRIOR • 1' ON EACHSIDEOF PROPERTY LINE ON THE SIDE ro BFolxx'Nc coNSTRumAN FURTHEST FROM THE WATER LINE SS-3 • 2ON EACH SIDE OF PROPERTY ON THE SIDE CLOSEST NETW Slren=I sT *SOWD NA_0NAN'GE PU`TNE6xscoxsrxucrlon oUNca TO THE WATER LINE 2 IFLOTS ARE DIRECTLY ACROSS FROM ONE MOTHER, u65ARE FOR INFORM4nox OxLv♦xE-N—T.R sxAuV ALL OFFSET 2' FROM CENTER OF LOT FURTHEST FROM TorocRAaxlc PArA 5a6 545 SEWER MAIN. SEWER SERVICES MUST HAVE Z MIN (PROFILE SCALE: SEPARATION INTO MAIN sTRumuREs uxLEss mx[RwSE xm[D REFERExcETREE v6orEmaN DErnassx[ma HORZ. 1"=20' 1 VIER 1 -2THE CMT TOR cA c c SMALLC o -T ATHE FOILMIING AT LEAST 48 HOURS PRIOR TO Ex vr E'. HLMM NSPORTATIOrvaPUBUC WORKS $w¢ ` 11 rvBFIC OY COMMUNIMDONs_ DIVISION 80.3�4i u6 Niro LLd' � /I540 �HORIZONTAL E&DVERTICAL CONTROLe PROP GROUND .fV uesu INN END Ia 111W CELINE CARROL—ISTAT swc161FncARRo1ma � O� _ ELBv sw4aa EXIST GROUND i QCL - rw Fuv sar iia wrs LwE con60LL sr AswcORrvER CARRaLsr aMERRIMAc sT OINT- - — Elr=v nr.s4i I.—NBONAuIEAAL�ExuB u6BON cutreou siREmaxo les No6m of COATI IG 535 102 LF "DI WITH - ESE NI .—SEwERNA...LEL—EnlrvrHE i�1GL L 1 D x TREm ND ISSUED FOR CEMENT STAB CONSTRUCTION SA DSEN�R BE VICE p 20 3051)D00 (TYP) POP WATER CITY PROJECTa foalai FILE#W-26]6 (/! S RVICE(TYP) FILE#X- MAPSCO#TAF-f04 LU C MENT STABILIZED SAND 2 S.WATER SERVICE n ^x 530 CITY OF FORT WORTH, TEXAS O WATER DEPARTMENT Z AZALEA AVENUE TOWN HOMES LU o __3 LU o� SANITARY SEWER PLAN & PROFILE SS-3 525 I� w S " 525 Q -0-20 0.00 0-50 1-00 1t20 I1.' DESIGNED CFD SCALE- DATE. SHEET Q DRAWN G. 1"=2P fi118 024 16OF45 QN