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HomeMy WebLinkAboutzS-41368SetBG L0 a n N d i RIM 415.51 IE 408.70 A EX. FIRE HYDRANT SENN RIM 407,15 E 400.23 CTR CHANNEL, 8' PVC S. & 6" PVC N. _W W W jI�. ° `C�ONW,C DRIVE I EX 6' GV T— — W � ROLLER o, — — — S88'48'49'E 128.64'(C)i128.74'1 U i0`L NE 7TH ST. 1 EX OVTRHE00WE O^ DEWALK I F E E%. POWER POLE r�nP L +s W/ STREET UGHT ARM (TYP) EX FlRE v HYDRANT LOT I ae14>91d9 m 8011100130 � n II m r Z m 26' PUBLIC WATER, SEWER, - AND PRIVATE ACCESS AND UTILITY EASEMENT PER N.C. RI 2014D924000105 AND 20140924000106. I PLAN VIEW CALLOUTS LOT 2 O LOT SANITARY SIDE STUB T SEWER PVCSORT SS 0 19.68E 8011100131 STUB IE=404.00 INSTALL PER CITY STD. PLAN 405, 406.1, /e AND 406.2. TYPICAL a LJ I O CONNECT 6' SS TO EXISTING 8' SEWER MAN E NEAT UNE SAWCUT LINE. EX. 8' SEWER MAIN IE=399.00L RESTORE EXISTING ASPHALT PAVEMENT, CURB 6' SIDE SEWER IE=399.OBi '— _- AND HTUEER:iE GF-ANDLIANDSCAPING-AFJER- O3 LOT 2 SANITARY SIDE SEWER STUB INSTTYPICAALL 2 LOCATION SANITARY SIDE SEWEIRs. 25LF Sw PVC SUIT 35 SS 0 19.88ESTU BTEST 12 AIR PER CITY SID. 410 TYPICAL 3. ® CONNECT 6' SS TO EXISTING 8' SEWER MAN ETC 8' SEWER MAN IE=394.852 6 SIDE SEWER IE=394.933 OLOT 3 SANITARY SIDE SEWER STUB CONDITION OF APPROVAL: GONNECT DIREGRX TO EXISTING CONNECT LOT 3 SIDE SEWER TO THE DOWNSTREAM RANCH 231F 6' PVC SDR 35 SS 0 24.87E SEWER MAIN. STUB IE=397.25 © RESTORE EXISTING FENCE AND LANDSCAPING AFTER INSTALLATION OF SIDE SEWER. O ALL SEWER STUB CIEANOUTS OUTSIDE OF IMPROVED AREAS SHALL HAVE A Yx2' CONCRETE PAD (TYP) OB EXISTING WATER SERVICE SHALL BE CUT AND CAPPED BY CITY FORCES. SEPARATE WATER PERMIT WILL BE REWIRED. Og ALL SIDE SEWERS THAT PASS UNDER OR THROUGH A RETAINING WALL SHALL BE INSTALLED WITHIN A STEEL CASING. SDE SEWER CONSTRUCTION NOTE DEVELOPER SHALL PROVIDE A LETTER TO THE NON, HOMEOWNERS OF LOTS 1-34ND-T! STITCH LOTS 1-4 CONSTRUCTION PROJECT MANAGER PROMDING NOTICE PLANNED CONSTRUCTION WITHIN THE EASEMENT AREA INCLUDING AN OUTIJNE OF ANTICIPATED CONSTRUCTION SCHEDULE UPON DIAL CONSTRUCTION PERMIT ISSUANCE. A MINIMUM OF 3 WORKING DAYS PRIOR TO START OF ACTUAL WORK A NOTICE, BY MEANS OF DOOR HANGAR, SHALL BE GIVEN TO THE HOMEOWNERS OF LOTS 1-3. Mors 1-4 PROPOSED BIDDER DESIGNED} FILL RETAINING WALL LOT 3 Be" He Cal 8011100132 RIM /IE 395.15 6.1E 12" PVC S. I � NE 6TH CT&STORM . Ex PER A51 521Ft 8' D.I. CL 52 WATER MAIN FROM CONNECTION POINT TO FIRE HYDRANT ASSEMBLY — 4�[W In I' ' 1 - i =0 El 1' DOMESTIC WATER o - - RACE AND METER N jln 3 I I I I LOT 2 9 I PAD ELEVATION = 407.00 � I 9 I II I FINISHED GRACE � I 1 CONTOUR (TA I = I STk-0+17.584, 180E (L) LOCATE AND CONNECT TO EXISTING 8' WATER MAIN. B' x B• TAPPING TEE (MIME) 1-8' GATE VALVE (II I) 1-CONC. THRUST BLOC( INSTALL PER CITY SM. PLAN 3DD.L 30D.6, 3301 AND R%2 MH ji i3NoEMnc 8HA 6PVC W. & aPVC E . JI M — z Wild— Y' EONC DRVEa / Tr C R EX FIRE HYDRANT W.�T-wu IX. 8wWA7ER MAIN W I Al N N — m EX. W GV ROLLED CURB �T �'��— —T MONUMENT IN CASE _ a BRASS PIN IN CONC. 1+� 2+00 EX. 8' SEWER MAIN �2+40 _ DOWN 0.4OF L II II OPEX OVERHEAD POWEROP MELT" \ -rl,� N00'to'39"W EX POWER PGE I� — 46, FIR 30.00' ' \ W/ STREET UGHT 30' 1 30' \ ARM (TYP) I I STk D+34.00, 23.00' (L) 1-FIRE HYDRANT ASSEMBLY 11-8' IF 6' REDUCER (MI 71-6' GATE VALVE (FLM,I) I-CONC. THRUST BLOCK INSTALL PER CITY SID. PLAN 3101 330.1. AND 330.2 196LF fi' Ol CL 52 WATER MAIN FROM FIRE HYDRANT ASSEMBLY TO END OF MAN r I II HOUSE I z I - I Q Im 14 Im i. 8011100140 STA:2+30.00, 18.00' (L) END 6' D.I. WATER MAN INSTALL POLY PIG STATION 1-6' END CAP (MJ) 1-CONIC. THRUST BLOC( STA2+XOq 21.00' (L) 1-27 BLOW -OFF PERMANENT ASSEMBLY INSTALL PER CITY STD. PLAN 3OK 330.1. 330.Z AND 340.1 — PROPOSED 1' DOMESTC WATER SERVICE AND METER TYPICAL (3) INSTALL PER CITY STD. PLAN 320.1 A SEPARATE PERMIT 15 REQUIRED TO DROP IN THE WATER METER OWNG MADE CONTOUR (TYP) o w w w 1 Tvah = 20 feet S-413601 R-413611 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY Nathan Janders OS/25/2021� Ann Fowler 06/02/2021 Me I WATER UTILITY //////yyy, `g�CK$ CONDITION OF APPROVAL 1' . Igafour OS/25/2021 C E.S. NW WC ep q p SEPARATION OF .5 FT LET '`4 44Y,�0 THERE SHALL HE I MINIMUM CEP Y..n 1D 3D 2L SCALE 1'=20' 10�""1YO1°°�'"' O CITY OF 7TH STREET SHORT PLAT �' THE CASING CROWN OF THE SIDE Tom 2oYIL [BEFORE ALL 48 HOURS END CES NW JOB NO. 17234 N A SEWER LINE AND BOTTOM OF WALL. RENTON W C/PZ EA iWAI9E/7/AVO d SUl74EY/NG YOU DIG 2 REVISED PER CITY OF RENTON REDLINE COMMENTS ENO 10 30 20 eW" ETD f a� Rxww JJ DATUM A 3371E 1 REVISED PER CITY OF RENTON RmUNE COMMENTS ENO 8 8 20 errv.L� Planning/Building/Public works De t WATER MAIN EXTENSION AND SIDE SEWER PLAN C1 .N. {NI710 DIAL 811 FWB „„P. 429 - NTH ST. NE, MIR D PR: (253) 848-4282 e&S7oxA1.N0. REVISION BY DATE APPR PUYALUP, WA 9Wn cesersiceseceenwmc.com 4/26/2021 F13B RIM 397.31 IS 391,48 CTR CHANNEL, IE 394.76 12' PVC N. e' PVC N, W & E HE 392,62 12' ADS W. IE 393,45 6' PVC S. 80 1t 100133 LOT 4 BGIFGI 3 O INSTALL 127 STEEL CASING PIPE ORDER RETAINING WALL FOR PROPOSED SIDE SEWER LATERALS. TYPICAL 3 LOCATIONS EXTEND CABINS A MINIMUM OF 5' BEYOND EACH SIDE OF WALL. INSTALL PER CITY SID. PLAN 412 (TYP} r� ---CONNECTLOT3SIDE SEWER --- TO THE DOWNSTREAM 8-INCH _ r I SEWER MAIN. — 1 I I 1 5 LOT S 40100 I I I PAD ELEVATON - I 11 II I I I I I I --4T N a UI I . 688'51'03'W 95 97' 0 O co O CD 0 N A LE) CO O 0 O M Q J CID O O 0 M TII- WE WATER MAIN IF ADDITION& ADJUSTMENT IS REQUIRED, INSTALL 2-2* CLOGS NIPPLE AND 2-2. 90BEND, SCREWED 2- CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER HCz I r-�MUSI R OR CAST IRON BOX IN I++.1.; OR COMMIT AREA& 3. 0.05E NIPPLE 2- g0' 0.BOW 2. 111 ELBl 2• G&VANREp %PE AS REONREO CMMCIE BLOCKING PLAN TWO PIFCF CAST OECD! VAN K EWAL TO OLYMPIC FOMMV STANDARD 8- TOP SECTOR, MTH REGULAR BASE SECTION IExGTN To TIT, 2• RESUENT SEATED GATE VALVE, SCREWED - VALVE NUT EXTENSION AS REWIRED (SEE DWG BRAS / PAGE 8090) r GRC W LIME BETWEEN CAP OR PLUG _ AND z- 90'EIBOW <8s� INSTALL ♦ 101. WASHE POYE OWE �4AN. ° PLASTIC COVER DEER SHOWED go aeppPogg CNAYEI. CUT HONE FOR PIPE �•.,°J 10 W, FT WASHED DRAEEL PASSING 1-1/2- AND RETAINED ON lyNA MESH FOR DRAIN FI FVATION PUBLIC WORKS I 2- BLOW -OFF DEFARTIUME PERMANENTASSEMBLY 2 I/2• ME (HOGS) AND 2 1fir FNSr CAP MM GASKET SIDEWALK xl ILL AND 2 CAP 2- 0.05E NIPPLE BEWfEEN THE AND 90'ELBOW. 2. 90' ELBOW SM. Pl - 3401 MARCH 2O10 OW. AW. (�xoWM DUES AGE 11) I yI YI C6p t C xWrc wuFc �I xosL �I wus SI G WAIA I: Wiism r93EAW iT%a« -%WOIIY RAMT ♦N'MRSr IICPWM MY UWII ��fO't DMR M IIIIY IS r Y[ IMP ME CIA _PMMIY .. r. M' A6NIml e All S HE M W UMW RW 4A MY M 1 I. FdYnI4n W TI han VIA ORY I y ES M M M E1EvANMw nl a MrNrY Rn1v, MYe Yh" 3 BY ME NOT UPBTIW.UI YMWE wN DIM DWW O MA wWfSU AeM Em PI2WW ' 2.1 AM PAT W MINES NO m� ON .9 ,mbwa�s al SWOWMdM DNasw wAlON mDFew Wal IXSrulw. v o1R"„N♦ gpmre by by, Wnmle UWXX ra s °qm Br.u. WdU by II» AD'aacbrw. 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At Ml Il I'd m OWNS NOW b°u YYF9 F ° .yawv n nM bbl py a.Rp ♦, Ap Yr PLAN In Will twor A 'Mobil 5 INS IRA oral ity sal F,lm ! by, wimla YA IWwMM Aar .TWIT!,X° IRA. bayin, nNyYW° And gE°MIT ull CALL 811 BEFORE YOU DIG ti, TOMSuM_ wa wnR-°I-wl, na Mundaaa W ONE M or 90 to .w,M awi f w �aaaON nil b, www.collbefore w d;g.org le.ltl 112' If me en.Fa ®'g TYPICAL BUILDING SEWER �lC UBUCWORa FROM PROPERTY LINE TO 9/11/2019 I MEXY BUILDING CONNECTION Ggu C/YL EN192REFR/NG B SURYEYhYO 429 - 29111 ST. ME, SRTE D PH: (253) 848-4252 PUYALLOP WA W72 ceeerviceeBOemwinc.com WABlEWA1ER VTIl1LYSTN1pM0 XOTEB 1. Al AND AMTERMLS BE IN CONFORMANCE WITn THE 9TM4 S)MOST ECIFICA OF THE CITY OF REMpN PURCK MO DEPARTMENT AND THE LATEST EDITION OF THE W80 T/ WA STANDARD MCI SPECIFICATIONS AS MPROVED AHD MODIFIED BY THE DTY OF RENTON STAIMPL PLANS a 8PEOFIGTKMIS. A SE T OF APPROVED PUNS SINLL BE KEPT ON SITE AT ALL TIMES WRING CD MUffM. S, DATUM FOR YEADGIC. VNTRa SM Mxogrn AMEAIWiVENTILILLMNM 19BA 1gnI TX MNx SH4 MP TXMIENCMMO MlMl%l UN WOTNERWISEARROVEDBYTHEaW.P£NDIMWY3 MIDNCNUKWWS3WLLBEREFERENCEDd THEMPROVEDP S 3 APRECCNST0.0 MCONFERENCEAWANIIWRNOTICE&U UMMIREOMR RTOSTA WNEW c TRUCnM.ITS,MLLMECCWTMCTGRSRESFONSIBIUTYTOMMMR LNEME Yn MRS. IWLMI STREET USE M MMS. MANOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMKWEO BYAnP%E WATNE OF THE CITY. n&M1L BE THE CONTRACTORS MSPoNBIBILIIV i0 NOTIFY THE PUBLIC WCOM INWWTM24 HOURS IN ADVANCE OF B ILLING ALL CONSIRUCTKM. ♦. THE MUM OF WORT( IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SMCIFtGT10NS ON WEEKDAYS UNLESS OTHERWISE APPRWED IN POUTING BY THE PUBLIC WORKS OEPM MEM. AN AWRWED TRAF%C CONTR0. PLAIN MST BE OBTAINED PRI OR TO BECITIM NO ANY WORK WITHIN THE PUBLIC RIGHTdF-WAY. R. COIIMCTOR IS SOLELY RESPONSIBLE FOR THE MANS, METHODS AND SEQUENCES OF CCNSTIIUCINNN AND FOR THIS SAFETY OFwdiMESE AM D OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE W I-Ol STATE AND FEDERAL RE W IIREMENM. 8. ALL LOCATKnq OF STIW UTILITIES 51 ME APgw lWK NKI IT L BE THE GpYIIMGfgfS RESPONSIBNn TO VERIFY THE TRUE AND CORRECT tOGnON 3O AS TOaVCO DAMAGE 011 D9TIA&WCE THE COHRA M 8HM1 OBTAIN A DIG TICKET INACWROONCE WITH ROW I9.122 A MWIMIM OFT BUS IMW WVS PRIOR TO STARTING ANY EXCAVATION. THE CCMN&TDI SNAP HAVE A L OF THE DIG TICKET p1511 A Al KL VMS. BACIRFIU SNAIL BE MACED EQUALLY ON BOAR CODES OF THE PICK W UYMS WITH A DO05E AVERAGE DEPTH OF 12-IWKS, ARAM WMEN WORRIES, THOIWGIILY WMPACLING EACH UVFR TO 96 PHKENT OF MAXIWM DENSITY. TW9E COLiA D LAYERS MSL EXTEND FOR MORE PIPE DIAMETER CN EACH SIM OF THE EWIV TOTXESIDE OFTIET LFI.IMTFMALS TO Cp.IPLEI19I RLLOVERTW PIPE SNPIL BE EWIVKENTi0SRMIRVNGRAEELFOR TREN SACKFXI(&W.184 B. DUGI VIA SEWERPSW,H BE Q rHk"l AP1PMYEIPJCTRUBBER GPSI(ETEOASIMDNSR,9di 35. Di DucTIM IRONCPAs MKS WALL edE DECI EDUNDED BY MECITY. 8. UNLESS SEWERPIPESSHMLNOi HE DECIDED UNDER MY STRUCTURE LOED UNDER BVEON0FWN NWAL ETC.) BUILDING ROVEDBVTHEDTY.IFMI OF SEW ER ISTOES LCGTEDUNOAMMIDANY SA MIMMU OF5F BUILDING RECREATION. OUNCE FTCA ITSNN RE NINSS IN A SIEELCEDING TIATE%IFNDSA EMINE OFSFEET OUTSIDEOF&VO STNKNRE STEELGSMGSSXMLBEOEDGHED BYATHICK ESSA ENGINEER OFHSED INMESTATE OF TO ANINGIDNMOBNKL HAVE 161NCHMIxIMUM WALLWHILE MAIN ANINGM BE OF SOFFICIERECOMMENDED THEO SIONM NF BMITARYBBNLEER PIPEWL COMING OMIN NT MCLEPRANLEB AS RSTALLE NO THE TIEGBWENERPIPEATO AC OWNERS BAT PL IM ADD DATE SUPACFA TO MO BE INETKLE(ION THESWCAESARS ERPIPEATOISTNNCES W PRMREALEWATESUPPORT TO PREVEM SAGGING. ROM) ) CR OF IMS FOR SCROLL BE SEARED WITH W ISTING TRA FLEXIBLE END SHALL LLS t0. OPENLUrD WINCRUSHEDSURF SURFACING IXI ET TS PE IFICANO CHO I VMSXKLBE COMPA IDE WIN NEDWRFACING D BY T AGGREGATE IW800T SPECIFMATKM SN9131 ARO MEGVNICNLT LLL IMPS FO UN.ESSOTXERWISS ALL BE LDBYTXE Lltt. 11. ALL FIPEANJ SAND EWMCESTIONOF UIDWA DTHE0. PPFJMEDFW THE WS TAIL ASTAND RDS ITH ME STAN04w3 MO SPECIFICATION N OF ME CT'AND THE LATEST E KW OF THE WSOOTIppWA STANDARDS AND $PECIFIGTKMISS L HAVEN ADS MCESCHA BYTHE CIT OF TIEF CHSTMpMO THE TA SPECIFICATIFOUNDATION W.Tl TOA INDUCE MADESOVIIT WE OF THEENGTH OF DRMETOP OF THE ON A UNTIM1MTM TOAVNPOiMGARDESO TARTARSENTIRELENGMOF MI WILL BE SUP FLAM 0n A DMFMAEr WNDE.IRWIetolnc BASE TITS eeodne sIMLL IE M AWOImNEFwrtx srA1W2Ag014ry ws. 12. ALL Cl FOR SEFDEOMIDMLDIEDOR01HE0.W19E BTPBN12m TO AFTER THFACTIM OF MECMFOR lNE PREVEMIM IN EROSIMBOTH DIIXMGCW CWAANDA1ER ME CMRETIpR6Cd18TRIPRMM ACCITYOF WITX THE HAR C SURFACEWWATEROE61GHM SIO 13, ME Cd1YMCTORSOE P0.MN AND OFRFNTM WTMA!RECORD JAWING OF THE OR TIES NEED SYSTEM TONAL HAS OEM STAMPEDMD9L'M£DBYAIN:FNSEO PROFF$$ICNK ENOINFER OR LICENSED vROFFssK»ML SIWMFYM. ® nAx-a21 PUBUCWCRM WASTEWATER UTILITY SIGN DEPAPARTMENT STANDARD NOTES GAZ 9/11/2019 I IEMGT o 0 IN L vacl a °° E W W S yp e p0 I50 0 90 150 100 S 2b 00 ME BO ON 450 LONG 0 6 5p ION tb 0 5 3a No ADD v EN ME y D 4 I F I30 W� d NO i W n SPo - {M ao mwFWRE MAW V PIKb = BE PEE TO 4.0 P.s.LG ALL a PPE WIMP NUT A 41xww AN M 2 Mill FDA STMIINnm MCI MRESSURE TEST d AO PSI.Q FDIC MNUM M. S MMIM TO WMME M PRESAME M M LOSS OF XA591RE. Md E ICE A LOa AT o P.Sb. LF PREs9lRE MGM ME TIME OF TE LW LP L 3l PSm. TO25PSI.G. ALLWTKUM THAN ME DE SHOW GET ITS I90N TARES AIR TEST TABLE M'�x'� G� PUBLIC WORKS ® I LOW PRESSURE) 7C DEPARTMENT 9/11/2019 I FOR SANITARY SEWER$ gI 61N. AMETER RFE o w 1W 1so zW z3o Sao Ssp ♦po Iso 5m 0 80 IN RM TB J96 4]6 538 BST eB0 6B0 IN 22a Np NO AR SJe 818 896 T1 JW ]RIB Im NO HO 520 600 6]8 ]b ]H )M )M ]2B w♦ m0 500 880 ]♦0 )W ]]2 ]6t ]58 Jw JM Y♦ aN ]2a BW BOB ]9fi ]aB ]0a ]JJ ]8{ ]6a IO{ )B. 0.N BM tlID IXItl BOLD ]9T Ttl. ]]a ]]3 BN aB0 B00 fiN BSR 620 MB BDc ]ex )m )Ba Atl BN 88B BST &0 BR8 BTa BOB BOLL ]B8 )BB 9oa em an 656 al eJe BZI ale eoa eN ]9s am eea 0]B eeD Bsz ew aJz azt ele wa eDt SECOND$ 8 IH. DIAMETER 8 IH. DIAMETER PIPE ICAO 150 XO 250 J00 .J50 w] AS 00 0 80 180 2M 316 398 1>6 S% e]z eB] 880 2EI ]IRO NO IRA BOB 816 888 )88 XO ]53 ]N MO SRO 8C0 8]fi ]50 BW 810 B2B BIT 801 ]92 q0 ]w NO 890 9J1 909 B9B BSB e58 8w eY MO 990 1028 99z B6♦ 9w 920 90D ED9 B)2 860 11W RCM ION 1012 BBe 9N 9N 92B 912 BOX) BBB 11]3 1092 IOSB TOM IWI BM 984 9N B]$ 9m 908 t13P tW0 tC80 tW0 tMB 998 NO 981 9N 9J8 0P1 IIJP 1100 10]B to82 IOTA IOpB 991 9]8 981 952 9w 111P TIN 1080 I058 10% IORO I001 OM 0]8 STIR ON mE sEcaxos B IN. OIAYEWfl IrNE 0 50 1W ISO Xq R50 JW SSD wp Im SW 0 GO 180 RN JIB ]% w0 SN WR BB8 800 ]IB ]BB IN 458 BM ]12 Bl1 018 p0I 8N J92 832 nR JAR 8]R BSR 9B{ B02 BRB WIB eBB 0]0 B5R tORB I1Po 11J2 l0Y IOSR IORO B32 9)R 95R 9J0 1R60 12M \RN II]8 113R I1C0 1000 1M4 10M 1BW 9& 1]80 1]dI 1RN 1RM I181 It}R TIN IDw IRA Imb 10]0 IJ80 1H10 1R04 1RR4 119R 1100 I1JT IIOB 1000 1C80 1Po2 +xo me IRJB Izw IRA nw nsB nsz mz loge l0]5 1J00 1R0 IR04 125R 1R21 RW 11 ]8 1152 IIR nl6 11Po 1b0 RJR♦ @9R 1R81 tPb IE2 I1 BP IIBa 115P II]R IT6 THE 4Cd105Wo e IN. wMETMR %PE 0 50 IOJ 1'A HN R50 SARI J50 {W NO 503 0 BD I60 RJB JIB JAB 1]8 SSB BJx Bm BW s9J 6M 55z )]R BIR 892 9]2 9♦0 9N 9d1 BBI 1wB TIN 1 2a 1 N 1182 Il♦♦ 11M 10 N 1 RIBA ISEA 1404 IwB 13N 1P92 1218 1208 11]2 11N 1118 t]LO IBm 19x Ibt 1trP IXO 1]IB IxBO tTw 1x18 119T 1]w IeN IS80150I luz Itp9 1Je6 Inz 1V1t Ix]x IxN 1]W 10.M ISm 1$Sz 1♦91 MN Iwa 13]e ISII ln6 129z DW 18It 1590 1552 19R L]R RHO IIpB IXO 1352 U2B 1]CO IBSz I600 1598 153R HB6 1161 tAX Ib8 1]M I360 ITM IB% 1 e 15w 15H t5ta lyR 1 N HJ2 1 ISSe TIME SECONDS �glcx 4, 13"ego eB, CALL 48 HOURS BEFORE YOU DIG FN gBgXO /OVAL W'Y DIAL 811 4/26/2021 REVISION - W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEVER PIPE �L O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE BDIIS I. PRONCf UNIFORM SUPPORT UNDER BARREL. 2. NAND TAMP UNDER HAUNCHES COMPACT3. MPACi MEETING MATERIAL TO 95% MAX. DENSITY E%CEPT OLV RECT OVER PIPE. HARD TAMP ONLY. A. ItINSTAWTIM SHAM BE PER SECTION]-W OF ME STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTOR 9-0].12(])' OF THE STANDARD SPECIFlCATdS OR PEA GRAEEL 6. PIPE MUST BE ACCORDING IN SUCHA MANNER AS TO dsuRE ROW LINE IS 4NNTAINEO. ]. VERNONWON WALL BE PER SECTIONT-08.4 OF THE STANDARD SPEdFICATIONS. ®sm Tux -Kos vUBOCwORKS PIPE BEDDING DEPARTMENTFOR SANITARY SEWERS GAZ 9/11/2019 An VMM DSrMCE BEIMFEN SPACERS SHALL BE 6 FEET W CENTER. SEEM.BOAR ENDS OF CASING WIN YAMIPALTMm RUBBER SENIXE DEVICE. YCCfL W BY PPGIHE SEALh MSL'LAiOR OPLACE EAND SPACES R MPROND EQUAL- 4 OF 12^fRg1 END CE CODING HL (r1 ONE SPACER SOUL eE PLACED W ME SOVIETDO OF EACH SECMNi AT M UHF YMMNC THE LIMIT OF WSERRM INTO ME BELL. MIEN THE JOWT IS LAIPIEIE ME SPACES G1ALL BE W CONTACT WIN THE MLL OF THE "I 50 THAT ME WAGES PUSHES THE JDNi MO RELIEWS COMPRESSIONINI TH E JIXNi. $1F6 PIPE CASES (MAIL PIPE) OR OUCTIF ISM. USE R STAINLESS STEEL NDY CLAMPS TO BEGUN MINORYK (I W r.MRlm PICK AM 1 ON CASING AMC).CARBON PONE NOTES: I. CASING WALFgS SXYI BE'CWiFA P091TdIWG' 119E CASCKf WAIENRdINS YFO OR APPROHD EWK. 2 MINIMUM RLNVER WDM SHALL BE 3 INCHES. ]. PUNIER HEIGHT SHALL BE STIED TO PRSRDE: A. MIMMUY 0.75' BEIMEEN CONSIST PIPE BELL M'D CASING RFE WALL AT ALL IMES. B. YIMMM I' CLEARANCE DEi/.EEN RUDDIER$ AND THE Q "SWISS 'A.RLL i0 P12ONT JA4MIxL WPoNG MSTAWMXN. 1. STEEL CASNG DIAMETERS ARE -W140E dAYET:fl- FOR I6' ANp IMLEA. 5. MAKER HMO WOM 91KL M 12' EGA CMMER WPES THAT PRf 36' OIAYEIFA BE d2ARA, fi. fµ CARRIER RPES EXO3dHG IY IN OIMET:R. EASED dAYEIER MO TfpME55 SXALL BE DERMED BY FNCWEER. TRH STEEL cA4xG rxONW WILT-ATU[D ANT-WRPOS`h CDATHO ON CASING CXRTMR CMEg1YING TO AWWA ND PRODUCT SXKL BE TIfJ1EC MI -BAND ME-iM HOMES {WI-413 OF APPROVED EQUALu1xIMUY connNc nnLMlEss sxul BE 16 MKS dT. e. stEa u9ncs SNMt EXTEND A ulxduu OF s FEET eEraxp Axr waus DR srWrnlREs 9. PRIVATE LA2u _ WtT GANG SPACERS ANOT REWIRED AS LNG AS ME U1FAK CARXIfP %FE DOES NOT NAVE FETL$ THAT WLL MMM ME LENGTH OF ME CAEINL. ENO SEALS ARE RfWIRFO FOR ALL UTRAL GSWG %PES Osm Aux-IB11 vuaucwORxs CASING PIPE DEvngiMExr FOR MAIN LINES III LATERALS GAZ g/W2019 I CARRIER PIPE OIMEIER 4- IT HE 10' 12- CAC DIAMETER (PVSH-OR AWHT CARPId PIPE Io' IY 14' M' 2Y S1EFL CA9xC MICKNE95 ON. 0.25' Dell 0.25' 03S' SPACER BARD EAGER BE S. e• e' A. Wim NIZ MCI Wilis l MAGil Y BY DATE I APPR Fee � N.T.S. "w':onW, �DATUM fc9[ MALE W�1�W P W Pdtt, u_E.. 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