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HomeMy WebLinkAboutP_Plan Drawing_170519_V1?" 0m � o 0 1 0 O Lo Q N Ott a, U C O C (o Q' Lo rn W C) ) J Q U o = ¢ 3 a Z a U w > 0 z W Q� w C c9 z Do H � O 2 N m r- 3 in 3 ®` Q RM t.41 Wo E (n w a� cu c Eo ui -a .a O 0 O d O O C AWWOO ( XN d' C: cE ONEN O "'� O U B O@ J � U N = O NO to w U vi a� E m 0 Qu o o (a m m'c'� W ' 3 � U .0 (S1 '6 O -a N c- > as W Q. 00 'p N "06 -0 -O C V)N 01:3 0 O N O O Y C U -�e J E .N O 47 C N '� N U N p 3 0 N N D to1. 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PROPOSED EASEMENT PROPOSED EASEMENT ELBOW 2"X90° MPE 74'N C2 & 338'E GL _'N CA. B._'E CA. NE 8TH ST / SE 120TH ST PROPOSED PIPE 2' MPE IP MAIN --/ '- �—� 338'E ClL, _ECA. I. '1 END OF CONDUIT I _s ca. i E ` — -- -- I 1 1 _ J END OF MAIN CAP 2' MPE ISO's CA_ & 338'E CA. 'S CIL&_'E C2 Z � W CP TEST LEAD BOX COMPLETE Q (BRINGSWI�E�UP INE � � Q j PLOT PLAN SCALE: i'= 50'-0' ALL PROPOSED SERVICE LINES ARE 1-1/8' MPE IP INSERTED IN CUSTOMER PROVIDED CONDUIT. EXCEPT AS STATED IN SECTION 3.2, AN EFV SHALL BE INSTALLED ON ALL NEW OR REPLACED SERVICES SERVED FROM AN IP MAIN (GDS 2550.2200.3.1) Trench and backfill requirements for primary electde fine extension trenches (No PSE gas) -A 12' layer of sand is required when excavated native maledal contains rocks up to 10' in diameter. -A6' layer ofsand is allowed when excavated native material contains rocks no largerthan 8' in diameter. Excavated DiH Piles �eRi� •9.1 1 ��a� ����[` P 1 g 6' or 12' Min 4' Sand BedJing ,JCommunicaBonsJ `Cables or Conduit JOINT TRENCH DETAIL PdrnaryTrlain6neGes &Communications (NTS) HOLE HOG TABLE Shading after Compaction FITTER'S CHECKLIST 6REgc eox Ta cGivwN covPLETxx6 ❑ InspectM Steel and PE Pipe per GO62950.1906 ane 245D.1500 ❑ Redexed a,daompC tlwdh a9 wrutNcSon mlez. ❑ Recorded al requYed iNomuBon onlM ash,al per 6052560.1700. ❑ Compktatl post nshbEon 6sspeton perG052525.1266 a,q 25353]00. ❑ LMV,ework areana dean and safe wMAm,. Forertuds (lame (pdN.ed) Company lnfre5ource Cunstru tan pale STANDARD GAS CONSTRUCTION NOTES: t. FlEID LOGTEALL LRA)ERGRCl1tID UnLLTES. EXCAVATOR TOCALL'ONECALL'MONORgNC DAYS PPoOFi TO TO CGr57RUC1IIXL INW£STERN Y/A510tXiTOr1CA`L 1�80D9205YS. q1 CALL tiATK#M10E:811 Z tXInFY AFPROPRIATE PERMTIRIG AGENCYPRIOR TO lOBSTARr (SEE PERMITREOUREMEfRS). A ALLCONSTRLICnWIIS TO LOIFORAI TO PSE GA50PERAnt1G STAtOMOSArIDGAS FlEID PROCEDl1RE5. A EROSIONAtIDSEDIMElRCOrm20L5i4LLL8E PER PSE STATAYIRD PRACTICE 0150.3200TEC1410UE5 FOR TEMPORARY EROSIONAtO SEGl,FttTCIXnRf)LAlDANY ADdnG`UL LCOALJIIPoSGCTIGY REQUREMEIRS. 5 tX)nFY PROPERTY OY,1fRSAOJACEt9TT0 R10POSE0 CGUTRUCIWN ACTMnESAIAMAIUNOFTW0 VAX00NG OgYS PRIOR TO BEGIIY9NG LQ`iSTRLCTICxi. l)6E I6I ro IYSTRIBIrrE FLYER5IF J0915 LMG E. OnffRw15 E INIID PER GAS OPERATING STNB]Np2550.160p.A`LOW ADEQUATE nME FOR CVSTCMEit DEGSIONANDRESPWxiE. 6. MTY CHNXiE IN ROUTE, %PE 6QE/TYPE, nEJN METHODIXiADdT10lL1L MAINFOOTAGEIAlST 6E APPROVEDBV THE APPROPmATE PS E EtX;INEER OR PSE REPRESF2RATNE. ]. COAV'LETE'%PE CIXDmOY REPORI`dIALL hETAWCPSE FAGUTIEB. CHECKaOX Wi REPORT FOR WIRE BOX (LEST LEApi INSTALLATION. A %PELNE MAfB(ERS NID WAPJAlXi SIGtIS SHALL BEINSTALLEDNA)ftECORpF.D BY TiECIXnRACTCR PER PSEGgS OPERAnNG STAtp9RD 25252506. 9. ItASTALL MAlti VALVES OtrTOFTRAFFlC W}frfiE POSSIBLE. VALVE I,WIKERS SHALL BE vuTALLEDAhp RECORDED DY 71f CGRRACTIXt PcR PSE GAS OPFJTAnlIG STAlII9f8) 25253660 FIX1ALL HP VALVES IFTHE LOCATION IS rX1TREAGIY ACCESSIBLE, AfA) FORALL VALVES WHERE PERSISTEMSrXYAFALLAWY O&SCLRE TIE VA1VE BOX. 10. TO PREVENTACGOFIRALOVERPRESSt1HE OFADJGIArXi SYSlEMS,tX)lYA)MAINS SIfALLBECOtNEC1EDEXCEPTAS SFXJWRi IXiTHS DESIGN IItAE55 APPROVEDBYAPPFlOPTBATEPSE ENG0IEER ORPSE REPFESEMATNE. 11. SYSTEM hV.OP DENOTED BY' YSIEM ANOP=50 PSK; 12. GAUGEAtID Af01'9TOR USECF ALL STOPPERS TO Efi5l1RE PIlEQUATE FEED. 13. RESTGRE ALLDPoVEYUYS 51hVECTroOPEN cur TOOPoGINALIXiBETIERCOrdxnON. 19. PLRGE PGtRSNIDPRESSIAiE TAPS TO BE INSTALLED PER PSE GAS OPERAnNG 6TPlA]ARD52525.3300,ArD 2525.1200. 15: MAINSMIDSERVICES SHALL BETESTEDAAU%AiGED PER PSEGAS OPEMnNO5TAh91R052525]300A1A 25Ti31W. 16.If METALDC %PE IS ItAA6LVE0, COORIXr141E IlASTALUnCti WITH CP TECR — PIKNE — 1]. !X)TEALLACTINL FOOTAGE, LOCgn(Xi AtA]MATERUL CHANGESON THEAS�BIALT IN RED.( )DENOTES FOOTAGE BETWEEN FlTnrIGS. 18. EXCESS FLOWVAlVEroBE ViSTALLED Q'l ALLNEW RESIOENiIALSERVIDE6 PER CKXS 25003200. gTECORDALL uiForulgnori oN o<cAny I GAS MAIN INSTALLATIONATETIREMENT I OFF GAS hWN PRESSURE 8 TESTING ❑ SOAP ❑AIR / / START TIMI serri«rMemr ServiaelMe@r IM. semee Ind. MSA Dis Reg. ! FT HP Scc/MSA Ralomte Project Manager Contact Inromw6on: Mame: TNA HERMAN Ce®Phone: 253.341.dJG E -Mai: ctvistlna.herman@pse.com FUNCTION BP7 START GATE BP2 END PROJECT MGR C. HERMAN 253.391.0495 BP3 START BP4 END BPS START DRAWN 0Y C. FLING BP6 END CHECKED BY BP7 START COUNTY KING Emer Sect WA GAS VdC CTR CSPSKGPM BP8 END 253.391.0945 CP APPROVAL BP9 START 1/4 SEC WA OP MAP WA BP70 END BP11 START BP72 END WA WA WA BP13 START WA fUA PHONES WA BP14 END WA �N ORCAS AVE NE 2'MPE IP MAIN EXTENSION (1 METER) ENERGY 7560RCAS AVE NE, RENTON 98059 DESIGNED BY PUGET SOUND ENERGY SAP Sup Order NM ,o7D52eos BP15 START PAGE 1/1 BP16 END BP17 START BP78 END BP79 START BP20 END FITTER'S CHECKLIST 6REgc eox Ta cGivwN covPLETxx6 ❑ InspectM Steel and PE Pipe per GO62950.1906 ane 245D.1500 ❑ Redexed a,daompC tlwdh a9 wrutNcSon mlez. ❑ Recorded al requYed iNomuBon onlM ash,al per 6052560.1700. ❑ Compktatl post nshbEon 6sspeton perG052525.1266 a,q 25353]00. ❑ LMV,ework areana dean and safe wMAm,. Forertuds (lame (pdN.ed) Company lnfre5ource Cunstru tan pale STANDARD GAS CONSTRUCTION NOTES: t. FlEID LOGTEALL LRA)ERGRCl1tID UnLLTES. EXCAVATOR TOCALL'ONECALL'MONORgNC DAYS PPoOFi TO TO CGr57RUC1IIXL INW£STERN Y/A510tXiTOr1CA`L 1�80D9205YS. q1 CALL tiATK#M10E:811 Z tXInFY AFPROPRIATE PERMTIRIG AGENCYPRIOR TO lOBSTARr (SEE PERMITREOUREMEfRS). A ALLCONSTRLICnWIIS TO LOIFORAI TO PSE GA50PERAnt1G STAtOMOSArIDGAS FlEID PROCEDl1RE5. A EROSIONAtIDSEDIMElRCOrm20L5i4LLL8E PER PSE STATAYIRD PRACTICE 0150.3200TEC1410UE5 FOR TEMPORARY EROSIONAtO SEGl,FttTCIXnRf)LAlDANY ADdnG`UL LCOALJIIPoSGCTIGY REQUREMEIRS. 5 tX)nFY PROPERTY OY,1fRSAOJACEt9TT0 R10POSE0 CGUTRUCIWN ACTMnESAIAMAIUNOFTW0 VAX00NG OgYS PRIOR TO BEGIIY9NG LQ`iSTRLCTICxi. l)6E I6I ro IYSTRIBIrrE FLYER5IF J0915 LMG E. OnffRw15 E INIID PER GAS OPERATING STNB]Np2550.160p.A`LOW ADEQUATE nME FOR CVSTCMEit DEGSIONANDRESPWxiE. 6. MTY CHNXiE IN ROUTE, %PE 6QE/TYPE, nEJN METHODIXiADdT10lL1L MAINFOOTAGEIAlST 6E APPROVEDBV THE APPROPmATE PS E EtX;INEER OR PSE REPRESF2RATNE. ]. COAV'LETE'%PE CIXDmOY REPORI`dIALL hETAWCPSE FAGUTIEB. CHECKaOX Wi REPORT FOR WIRE BOX (LEST LEApi INSTALLATION. A %PELNE MAfB(ERS NID WAPJAlXi SIGtIS SHALL BEINSTALLEDNA)ftECORpF.D BY TiECIXnRACTCR PER PSEGgS OPERAnNG STAtp9RD 25252506. 9. ItASTALL MAlti VALVES OtrTOFTRAFFlC W}frfiE POSSIBLE. VALVE I,WIKERS SHALL BE vuTALLEDAhp RECORDED DY 71f CGRRACTIXt PcR PSE GAS OPFJTAnlIG STAlII9f8) 25253660 FIX1ALL HP VALVES IFTHE LOCATION IS rX1TREAGIY ACCESSIBLE, AfA) FORALL VALVES WHERE PERSISTEMSrXYAFALLAWY O&SCLRE TIE VA1VE BOX. 10. TO PREVENTACGOFIRALOVERPRESSt1HE OFADJGIArXi SYSlEMS,tX)lYA)MAINS SIfALLBECOtNEC1EDEXCEPTAS SFXJWRi IXiTHS DESIGN IItAE55 APPROVEDBYAPPFlOPTBATEPSE ENG0IEER ORPSE REPFESEMATNE. 11. SYSTEM hV.OP DENOTED BY' YSIEM ANOP=50 PSK; 12. GAUGEAtID Af01'9TOR USECF ALL STOPPERS TO Efi5l1RE PIlEQUATE FEED. 13. RESTGRE ALLDPoVEYUYS 51hVECTroOPEN cur TOOPoGINALIXiBETIERCOrdxnON. 19. PLRGE PGtRSNIDPRESSIAiE TAPS TO BE INSTALLED PER PSE GAS OPERAnNG 6TPlA]ARD52525.3300,ArD 2525.1200. 15: MAINSMIDSERVICES SHALL BETESTEDAAU%AiGED PER PSEGAS OPEMnNO5TAh91R052525]300A1A 25Ti31W. 16.If METALDC %PE IS ItAA6LVE0, COORIXr141E IlASTALUnCti WITH CP TECR — PIKNE — 1]. !X)TEALLACTINL FOOTAGE, LOCgn(Xi AtA]MATERUL CHANGESON THEAS�BIALT IN RED.( )DENOTES FOOTAGE BETWEEN FlTnrIGS. 18. EXCESS FLOWVAlVEroBE ViSTALLED Q'l ALLNEW RESIOENiIALSERVIDE6 PER CKXS 25003200. gTECORDALL uiForulgnori oN o<cAny I GAS MAIN INSTALLATIONATETIREMENT I OFF GAS hWN PRESSURE 8 TESTING ❑ SOAP ❑AIR / / START TIMI serri«rMemr ServiaelMe@r IM. semee Ind. MSA Dis Reg. ! FT HP Scc/MSA Ralomte Project Manager Contact Inromw6on: Mame: TNA HERMAN Ce®Phone: 253.341.dJG E -Mai: ctvistlna.herman@pse.com Vcinily Map Celebration ,,.,11,,,, - Foursquare Church+,yE� z "iT�' WATER — TED BY D ?. O 1E Rlh 5! � _ �I WATER �76 Nile Avenue -� -'�"ISI O TeDeY 1 neast N WORK AREA � u 7th Pt NE 7th P1 �,:: Iih Pf Owner/ Developer Contact Info MAI NGUYEN l/BEN CROwELI W1fi 18TH AVE S SEATTLE, WA 98708 ATTN: BEN CROWELL 208:519.8302 ofice CgLL 811 AT LEAST 2 BUSINESS DAYS BEFORE VOU DIG Tws a�TCR rnr]o W RIyE6 wort vonExuT tocnTrori ovFxlsnNGVAounFs 'Lamtes Required' Yes❑ No❑ 'flaggng Required' Ves❑ No❑ REAL ESTATFJEASEMENT REQUIRED PERMR RENTON REV# DATE BY DESCRIPTION FUNCTION CONTACT PHONE NO GATE PROJECT MGR C. HERMAN 253.391.0495 ENGR-OAS DRAWN 0Y C. FLING 425.625.60.55 CHECKED BY COUNTY KING Emer Sect WA GAS VdC CTR CSPSKGPM APPROVED BY C. HERAWJ 253.391.0945 CP APPROVAL 1/4 SEC WA OP MAP WA PLAT AV+P WA h1APPING JOINT FACILITIES ARRANGEMENTS IRILRfE5 WA WA WA WA CONTACT WA tLA WA fUA PHONES WA WA WA WA �N ORCAS AVE NE 2'MPE IP MAIN EXTENSION (1 METER) ENERGY 7560RCAS AVE NE, RENTON 98059 DESIGNED BY PUGET SOUND ENERGY SAP Sup Order NM ,o7D52eos Dra Wpumber SCALE 1°=50 PAGE 1/1