downloadattachment2402 W Yelm Ave Yelm WA 98597 USA202212404404403403EDWARDS ST NWYELM AVE W1574415712157224044034013113093073055063033014043104024042102042062133052063022052105208311313301305305108210211104212204204205201306304312510508514512350925085061075075035041091404CRYSTAL SPRINGS ST NWCOATES RD SESOLBERG ST NWEDWARDS ST NWSTEVENS AVE NWRAILROAD ST NWVAN TRUMP AVE NWYELM AVE WSWEDWARDS ST NWJEFFERSON AVE NWLONGMIRE ST NWVAN TRUMP AVE NWVE NWSOLBERG ST NWSOLBERG ST NWRICE ST SWSWRICE ST SW4" MPE IP 3'N109045647 20082" MPE IP 38'W107010947 20012" STW IP 12'W72S783 19722" MPE IPUnknown NR1" STW IP 2'S-NL66-274 19662" STW IP 16'WMC03622 19644" MPE IP 30'S109034012 20072" MPE IP 28'E109000610 19992" MPE IP 31'N107010947 20012" PE IP 29'N106050549 19911" STW IP 6'N68-705 19682" PE IP 16'N916205 199122" PE IP 17'E916205 19912" PE IP 17'E916205 19911" STW IP 16'N64-339 19642" PE IP 22'N856660 1985STW IP 10'W64-349 196471" STW IP 16'W64-349 19641" STW IP 10'N64-349 1964N2" MPE IP 16'N107049574 20145/8" PE IP 245'E19865/8" MPE IP 245'E20085/8" MPEI IP 194'S20055/8" MPEI IP 280'S20055/8" MPEI IP 233'N20045/8" MPEI IP 284'N20055/8" MPEI IP 233'N20045/8" MPEI IP 132'N20045/8" MPEI IP 132'N20045/8" MPEI IP 80'N20041 1/4" PE IP 320'E19845/8" MPEI IP 90'W20071/2" STW IP 88'S19733/4" STW IP 104'S19835/8" PE IP 29'N19915/8" PE IP 108'S19915/8" MPEI IP 346'W20075/8" PE IP 108'S19913/4" STW IP 110'E19665/8" PE IP 211'N19915/8" MPE IP 184'E19961/2" STW IP 45'E19681 1/4" MPE IP 173'N20051/2" STW IP 252'W19671/2" STW IP 170'W19695/8" PE IP 187'N19745/8" PE IP 103'S19931 1/4" MPE IP 179'E20045/8" MPE IP 152'W20191 1/4" MPE IP 104'N20121/2" STW IP 65'W19673/4" STW IP 104'N19655/8" MPEI IP 139'N20035/8 MPEI IP 232N20035/8" MPEI IP 139'N20035/8" PE-U IP 81'NNR5/8" MPEI IP 143'E20035/8" MPEI IP 175'W20045/8" MPEI IP 175'W20045/8" MPEI IP 170'S20035/8" MPEI IP 170'S20035/8" MPEI IP 272'W2004MPE IP 132'E85/8" PE IP 185'W19945/8" PE IP 185'W19941 1/8" MPEI IP 121'W20141/2" STW IP 136'W19685/8" MPE IP 205'E19953/4" STW IP 144'W19761 1/4" PE IP 128'W19895/8" PE IP 107'E198220'E/2" STW IP 217'E9768" MPE IP 118'W011IP 55'W343'E27'N,19'W22'N39'E20'S175'E2'S-NPL18'S11'N13'W46'SNR17'S16'W430'E14'E75'W75'W25'EYelm Middle School40226'N48'W(305')(132')(52')(137')(63')(19')SSSSSSSSSDDDDDDDDDDDD DDVALVESEWERVALVESEWERVALVESEWERVALVESEWERVALVESEWERVALVESEWERVALVESEWERVALVE?UNKNOWN VALVE??SEWERJUNCTIONBOXSEWERHAND HOLESEWERHAND HOLESEWERHAND HOLESEWERVALVESEWERHAND HOLESEWERHAND HOLESEWERHAND HOLESEWERHAND HOLESEWERHAND HOLESEWERHAND HOLESEWERVALVESEWERVALVESEWERVALVEGRAVELGRAVEL885 RIM:353.69E TO OPEN. LIDSEALED SHUTAPPROX DRAIN FIELDLATERAL PER RECORDSAPPROX DRAIN FIELDLATERAL PER RECORDSAPPROX DRAIN FIELDLATERAL PER RECORDSAPPROX DRAIN LINESPER RECORDSAPPROX DRAIN LINESPER RECORDSAPPROX DRAIN LINESPER RECORDSTTWWUnknownNVicinity MapN/AOwner / Developer Contact InfoofficeATTN:YELM COMMUNITY SCHOOLSP.O.BOX 476YELM,WA.98597KASEY WYATT 253 458-1900THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500Reviewed and complied with all construction notes.Recorded all required information on the as-built per GOS 2500.1700.Completed post installation inspection per GOS 2525.1200 and 2525.2700.Left the work area in a clean and safe condition.FITTER'S CHECKLISTForeman's Name (printed) ___________________________________ Foreman's Signature________________________________________Company: __________________________ Date ______________(CHECK BOX TO CONFIRM COMPLETION)4680 06/11509342115185012629509342118108622313509342116 108622314N/A N/AN/A N/AN/A N/AN/A N/AN/A N/AN/A N/AN/A N/AN/A N/AGASPROJECT PHASENotification # Order #RetirementRelocateCut & Cap Svc.Service/MeterHP Svc/MSADis. Reg. / FTInd. MSAInd. ServiceService/MeterSvc. RetireSYSTEM MAOP DENOTED BY: SYSTEM MAOP = 60# PSIG BOX (TEST LEAD) INSTALLATION.THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION ISTO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT ASSHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BYCOMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIREINSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BYTHE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACEDPER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HANDNOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYSEROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARYALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811 FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TOSTANDARD GAS CONSTRUCTION NOTES:14.13.15.10.11.THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.9.6.7.5.4.3.1.XX16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.--------- ---------NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2.8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GASOPERATING STANDARD 2525.2500.NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12. ___________________________, PHONE______________. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17.FOOTAGE BETWEEN FITTINGS.18.EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALLINFORMATION ON D-4 CARD)HOLE HOG TABLECALLOUT LOCATION DEPTH LENGTHBP1 STARTBP2 ENDBP3 STARTBP4 ENDBP5 STARTBP6 ENDBP7 STARTBP8 ENDBP9 STARTBP10 ENDBP11 STARTBP12 ENDBP13 STARTBP14 ENDBP15 STARTBP16 ENDBP17 STARTBP18 ENDBP19 STARTBP20 ENDPLOT PLANSCALE: 1" = 100'-0" 108622313 DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SEC OP MAPEmer Sect GAS WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYCP APPROVALMAPPINGSCALE PAGEENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEDrawing NumberSAP Sup Order NbrPC APPROVALTONY FAY 253 213-2514N/A N/A N/AJULIE KING 425 516-5439DANNY HERBST 425 736-7318TONY FAY 253 213-2514Scott Salazar 360 239-8146NANANAN/A YELMYELM MIDDLE SCHOOLPROP. 2' MPE IP TEMP SVC & RETIREMENT 402 W YELM AVE., YELM, WA. 98597PUGET SOUND ENERGY108622313N/A1"=100' 1/1THURSTON 49 CSPPGPMSW 19 17-02E 280.044 283.044N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ASTOP TIMESTART TIMEGAS MAIN PRESSURE & TESTINGTESTED BYGAS MAIN INSTALLATION/RETIREMENTSOAP AIR NITROGEN WATERSOAP AIR NITROGEN WATERSTOP TIMESTART TIME TESTED BYTEST RESULTS P FTESTED BY PSE PRESSURE CONTROL, SEE FORM 1928PFType/WorkManufacturerPipe SizeType Est Length Act LgthTYPE TEST / /DATE OFFPRESSUREDATE ONDATE OFFTYPE TESTPRESSURESYS MAOPDESIGN PRESSDATE ON2023 02/18TEST RESULTS / / / / / /Verify Testing Requirements, Chart vs GaugeGOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5GASSED UP PIPELINEPIPESEGMENTFOREMAN'SDATENAME60 60#SAP SuperiorSAND BEDDING & SHADING NOTE FOR GAS MAINS :1. BEDDING SHALL BE NO LESS THAN 4" OF CLEAN SAND.2. INITIAL BACKFILL SHALL CONSIST OF 6" OF CLEAN SAND IFREMAINING BACKFILL MATERIAL HAS NO ROCK OVER 6" IN DIAMETER.3. INITIAL BACKFILL SHALL CONSIST OF 12" OF CLEAN SAND IFREMAINING BACKFILL MATERIAL CONTAINS ROCKS BETWEEN6" AND 10" IN DIAMETER.4. IF THE REMAINING BACKFILL MATERIAL CONTAINS ROCK LARGERTHAN 10" IN DIAMETER, IT MUST BE SCREENED OR SUITABLEMATERIAL MUST BE IMPORTED.Cell Phone:"Locates Required""Flagging Required"Yes NoYes NoE-Mail:Manager:Project Manager Contact Information:TONY FAY253 213-2514tony.fay@pse.com\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\SAP BATCH YEAR & FOOTAGEACTUALLENGTH OFRETIREMENTMATERIALRETIREDORIGINALJOBORIGINALYEARPROPOSEDLENGTH OFRETIREMENTSIZE OFRETIREDMAINJK6/2/20CP APPROVALDATE REQUIREDTYPICAL GAS SERVICE LINE TRENCH DETAILRESIDENTIALExcavated Dirt Pile24" MinNOTE: Install 12" shadingif the backfill contains rocksgreater than 6" dia.18"MinCoverGas Service LineSIDEACCESSVEHICLEFinal Grade4" Sand Bedding12" Min. ofAcceptable Backfill(See Definition Above)6" Sand Shading12"-18"MinBackfill for Direct Bury - The final backfill may be soil-based select material or native soil, butfree of construction debris and shall not contain rocks larger than 10"-in. diameter to preventimpedence of gas system maintenance.Not to scale