HomeMy WebLinkAboutPSE Gas Relocation Plans - Add1N Vicinity Map Owner / Developer Contact Info officeATTN: PSE N/A N/A PSE N/A Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 N/A N/A N/A N/A N/A N/A N/A N/A N/A GAS PROJECT PHASE Notification #Order # SVC Retirement Service/Meter SAP Superior Service/Meter Service/Meter Service/Meter Service/Meter Service/Meter Service/Meter SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG BOX (TEST LEAD) INSTALLATION. THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN 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 BY COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER 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 HAND NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY ALL 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 TO STANDARD GAS CONSTRUCTION NOTES: 14. 13. 15. 10. 11. THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 9. 6. 7. 5. 4. 3. 1. 60 16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH. N/A N/A 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 GAS OPERATING 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 ALL INFORMATION ON D-4 CARD) 10 9 1 4 1 7 8 1 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER HOLE HOG TABLE CALLOUT LOCATION DEPTH LENGTH BP1 START BP2 END BP3 START BP4 END BP5 START BP6 END BP7 START BP8 END BP9 START BP10 END BP11 START BP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BP18 END BP19 START BP20 END PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525.3400 REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS. INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 4515.1000 AND 4515.1020 AND PSE GAS OPERATING STANDARD 2600.1200. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS. MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300. INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985. REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300. REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED. INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR STANDARDS 2525.2100 AND 2525.3600. PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700. 11. 12. 14. 13. AND 2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500. PER PSE GAS OPERATING STANDARD 2550.1600. ABANDONMENT OR DEACTIVATION. 10. 9. 5. 6. 7. 8. GAS OPERATING STANDARD 2525.2300. 4. 1. 2. 3. OUTAGE. STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES 15.ACTIVE SERVICES TO BE REPLACED DENOTED BY: WORK AREA STOP TIME START TIME GAS MAIN PRESSURE & TESTING TESTED BY GAS MAIN INSTALLATION/RETIREMENT SOAP AIR NITROGEN WATER SOAP AIR NITROGEN WATER STOP TIME START TIME TESTED BY TEST RESULTS P F TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928 P F Type/Work ManufacturerPipe Size Type Est Length Act Lgth TYPE TEST / / DATE OFF PRESSURE DATE ON DATE OFF TYPE TEST PRESSURE SYS MAOPDESIGN PRESS DATE ON 2023 02/18 TEST RESULTS / / / / / / Verify Testing Requirements, Chart vs Gauge GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5 GASSED UP PIPELINE PIPE SEGMENT FOREMAN'S DATENAME 60 IP132- 60 N/A 109141781 N/A 1"=20'1 / 10 KING N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr INSTALL N/AMN Retirement RENTON 132A CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 N/A N/A 11637435 109141781 SAP BATCH YEAR & FOOTAGE ACTUAL LENGTH OF RETIREMENT MATERIAL RETIRED ORIGINAL JOB ORIGINAL YEAR PROPOSED LENGTH OF RETIREMENT SIZE OF RETIRED MAIN PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA 16.ACTIVE SERVICES TO BE PARTIALLY REPLACED AND TEST & TIED DENOTED BY: 17.ACTIVE SERVICES TO BE TESTED & TIED DENOTED BY:##### ##### N/A Service/Meter 108634556 108655521 N/A N/A N/A N/A N/A N/A N/A SE 172ND ST STORMWATER IMPROVEMENT PROJECT CENTER LINE 36 3 2 ROW PROPOSED GAS MAIN EXISTING GAS MAIN DEACTIVATED GAS LINE PROPOSED GAS SERVICE EXISTING GAS SERVICE LEGEND EXISTING HIGH PRESSURE GAS PROPOSED HIGH PRESSURE GAS PROPOSED SERVICE TEE PROPOSED B/O STOPPER D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 PLOT PLAN A SEE SHEET 2 PLOT PLAN B SEE SHEET 3 PLOT PLAN C SEE SHEET 4 PLOT PLAN D SEE SHEET 5 PLOT PLAN E SEE SHEET 5 SE 172ND ST SE 172ND ST 12 2 N D A V E S E 12 3 R D A V E S E 12 4 T H A V E S E 12 5 T H A V E S E SITE PLAN NOT TO SCALE PLOT PLAN F SEE SHEET 6 PLOT PLAN G SEE SHEET 7 PLOT PLAN H SEE SHEET 8 PLOT PLAN I SEE SHEET 9 SE 171ST ST PLOT PLAN J SEE SHEET 10 12 7 T H A V E S E PROPOSED HIGH VOLUME TAPPING TEE 2"MPE 824' 2" 2" MPE MPE 109119022 109063876 2021 2011 93' 600' 1-1/4"PEI 822326 1982 10' 1-1/4"MPE 13' RETIRMENT 2"MPE 693' 1-1/4"PEI 10' ##### 12 1 4 5 17 0 4 5 17 0 4 0 17 0 3 9 12137 12201 17 0 4 6 25'25' 25'25' 50' R/W 50' R/W 30' 30' 60' R/W 30' 30' 60' R/W IP GAS FLOW IP GAS FLOW IP G A S F L O W IP G A S F L O W IP G A S F L O W N PLOT PLAN A SCALE: 1" = 20'-0" TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 2' 8" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. TOP OF STORM WILL BE APPROXIMATELY 3' 4" FROM TOP OF GRADE. PROPOSED 1-1/8" MPE SVC TIE-IN 116'N C/L 10'W C/L 1 2 MATCHLINE A-A SEE PAGE 3 Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'2 / 10 KING N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA MA T C H L I N E B - B SE E P A G E 4 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 44'N C/L & 10'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 61'N C/L & 10'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 42'N C/L & 10'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 63'N C/L & 10'W C/L ____'N C/L & ____'W C/L IP G A S F L O W IP G A S F L O W LOWER 2" MPE GAS BY 2' 2" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 3" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 6" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. IP GAS FLOW IP GAS FLOW D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 2 2 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L CUT & CAP CAP 2" MPE 10'S C/L & 23'W C/L ____'S C/L & ____'W C/L ELBOW 2"X90° MPE 6'S C/L & 24'W C/L ____'S C/L & ____'W C/L ELBOW 2"X90° MPE 6'S C/L & 1'E C/L ____'S C/L & ____'E C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 10'S C/L & 24'W C/L ____'S C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 1'E C/L ____'S C/L & ____'E C/L ELBOW 2"X90° MPE TEE 2"X2" INLINE TEE (SQUEEZE & FUSE TIE IN) 6'S C/L & 10'W C/L ____'S C/L & ____'W C/L INSTALL NEW 2" MPE IP GAS MAIN AT LEAST 5' 3" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 3" FROM TOP OF GRADE. INSTALL NEW 2" MPE IP GAS MAIN AT LEAST 5' 3" FROM TOP OF GRADE TO CLEAR PROPOSED 1" WATER PIPE. BOTTOM OF WATER PIPE WILL BE APPROXIMATELY 4' 3" FROM TOP OF GRADE. CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 132A LOWER 2" MPE GAS BY 2' 2" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 3" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 6" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. INSTALL NEW 2" MPE IP GAS MAIN AT LEAST 5' 3" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. TOP OF STORM DRAIN WILL BE APPROXIMATELY 2' 9" FROM TOP OF GRADE & BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 3" FROM TOP OF GRADE. INSTALL NEW 2" MPE IP GAS MAIN AT LEAST 5' 3" FROM TOP OF GRADE TO CLEAR PROPOSED 1" WATER PIPE. TOP OF WATER PIPE WILL BE APPROXIMATELY 3' 7" FROM TOP OF GRADE & BOTTOM OF WATER PIPE WILL BE APPROXIMATELY 3' 10" FROM TOP OF GRADE. CUT & CAP CAP 2" MPE 12'S C/L & AT C/L ____'S C/L & ____ C/L CUT & CAP CAP 2" MPE 7'S C/L & 10'W C/L ____'S C/L & ____'W C/L (_ _ _ _ ' ) 6' p r o p o s e d (_ _ _ _ ' ) 4' p r o p o s e d (____') 11' proposed (____') 14' proposed (_ _ _ _ ' ) 21 ' p r o p o s e d Scale: NTS TIE IN DETAIL2 2 Scale: NTS TIE IN DETAIL1 2 Scale: NTS VERTICAL OFFSET SECTION2 2 ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 1'E C/L ELBOW 2"X90° MPE 6'S C/L & 1'E C/L TEE 2"X2" INLINE TEE 6'S C/L & 10'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 10'S C/L & 24'W C/L ELBOW 2"X90° MPE 10'S C/L & 24'W C/L ELBOW 2"X90° MPE 6'S C/L & 24'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 6'S C/L & 10'W C/L ELBOW 2"X90° MPE 12'S C/L & 1'E C/L 17 0 3 4 17 0 1 1 17 0 0 3 17 0 1 2 17 0 2 5 1 7 0 3 3 17 0 2 6 17 0 1 7 17 0 1 8 17 0 0 4 25'25' 50' R/W 25'25' 50' R/W 17 0 0 4 IP G A S F L O W IP G A S F L O W IP G A S F L O W Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'3 / 10 KING N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA PLOT PLAN B SCALE: 1" = 20'-0" MATCHLINE A-A SEE PAGE 2 2 3 IP G A S F L O W TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 323'N C/L & 10'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 339'N C/L & 10'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 321'N C/L & 10'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 341'N C/L & 10'W C/L ____'N C/L & ____'W C/L LOWER 2" MPE GAS BY 1' 5" TO CLEAR CITIES PROPOSED 12" & 18" STORM DRAINS. BOTTOM OF LOWEST STORM DRAIN WILL BE APPROXIMATELY 4' 2" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 2" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 5' 4" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 10" FROM TOP OF GRADE. PROPOSED 1-1/8" MPE SVC TIE-IN 385'N C/L 10'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 5' 3" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 9" FROM TOP OF GRADE. PROPOSED 1-1/8" MPE SVC TIE-IN 452'N C/L 10'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 317'N C/L 10'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 523'N C/L 10'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 5' 2" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 8" FROM TOP OF GRADE. D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 1 3 IP G A S F L O W TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 630'N C/L & 10'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 584'N C/L & 20'W C/L ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L (____') (_ _ _ _ ' ) 16 ' p r o p o s e d CUT & CAP CAP 2" MPE 585'N C/L & 10'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 629'N C/L & 10'W C/L ____'N C/L & ____'W C/L CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 132A 10' proposed 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 584'N C/L & 10'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 630'N C/L & 20'W C/L ____'N C/L & ____'W C/L LOWER 2" MPE GAS BY 1' 5" TO CLEAR CITIES PROPOSED 12" & 18" STORM DRAINS. BOTTOM OF LOWEST STORM DRAIN WILL BE APPROXIMATELY 4' 2" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 2" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L PIPE 5/8" MPE BYPASS PROPOSED 1-1/8" MPE SVC TIE-IN 600'N C/L 20'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 600'N C/L 20'W C/L (_ _ _ _ ' ) 30 ' p r o p o s e d (____') 10' proposedTOP OF PROPOSED 2" MPE GAS TO BE BURIED AT 3' 6" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 6" SEWER PIPE. TOP OF SEWER PIPE WILL BE APPROXIMATELY 4' 6" FROM TOP OF GRADE. TOP OF PROPOSED 2" MPE GAS TO BE BURIED AT 3' 6" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 6" SEWER PIPE. TOP OF SEWER PIPE WILL BE APPROXIMATELY 4' 6" FROM TOP OF GRADE. TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 5' 4" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 10" FROM TOP OF GRADE. TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 5' 4" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 10" FROM TOP OF GRADE. Scale: NTS TIE IN DETAIL1 3 Scale: NTS TIE IN DETAIL2 3 (_ _ _ _ ' ) 20 ' p r o p o s e d 12207 12215 12 2 1 0 12301 12307 12306 12204 30' 30' 60' R/W 30' 30' 60' R/W 25'25' 50' R/W IP G A S F L O W IP G A S F L O W Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'4 / 10 KING N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA PLOT PLAN C SCALE: 1" = 20'-0" MA T C H L I N E B - B SE E P A G E 2 MATCHLINE C-C SEE PAGE 5 1 4 MA T C H L I N E E - E SE E P A G E 6 IP GAS FLOW IP G A S F L O W PROPOSED 1-1/8" MPE SVC TIE-IN 12'S C/L 111'E C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 4' 11" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 5" FROM TOP OF GRADE. TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L CUT & CAP CAP 2" MPE AT C/L & 12'W C/L ____ C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 1'S C/L & 12'W C/L ____'S C/L & ____'W C/L LOWER 2" MPE GAS BY 2' 2" TO CLEAR CITIES PROPOSED 18" STORM DRAIN, 8" WATER MAIN, & 12" STORM DRAIN. BOTTOM OF LOWEST UTILITY WILL BE APPROXIMATELY 4' 10" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 10" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 132A TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 52'N C/L & 12'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 53'N C/L & 12'W C/L ____'N C/L & ____'W C/L LOWER 2" MPE GAS BY 2' 2" TO CLEAR CITIES PROPOSED 18" STORM DRAIN, 8" WATER MAIN, & 12" STORM DRAIN. BOTTOM OF LOWEST UTILITY WILL BE APPROXIMATELY 4' 10" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 10" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. Scale: NTS TIE IN DETAIL1 4 (_ _ _ _ ' ) 54 ' p r o p o s e d 17 0 4 5 17 0 4 0 17 0 3 9 17011 17017 1 7 0 4 6 17 0 3 4 17 0 1 8 17 0 1 2 1 7 0 2 6 17 0 3 3 25'25' 50' R/W 25'25' 50' R/W 17 0 0 3 16 8 6 4 17 0 0 4 16 8 6 3 25'25' 50' R/W 25'25' 50' R/W 16 8 6 3 IP G A S F L O W 17 0 2 6 17 0 3 3 IP G A S F L O W IP G A S F L O W Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'5 / 10 KING N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA PLOT PLAN D SCALE: 1" = 20'-0" MATCHLINE C-C SEE PAGE 4 TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 2' 7' FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. TOP OF STORM DRAIN WILL BE APPROXIMATELY 3' 3" FROM TOP OF GRADE. PROPOSED 1-1/8" MPE SVC TIE-IN 115'N C/L 12'W C/L IP G A S F L O W IP G A S F L O W PROPOSED 1-1/8" MPE SVC TIE-IN 267'N C/L 12'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 2' 8" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. TOP OF STORM DRAIN WILL BE APPROXIMATELY 3' 6" FROM TOP OF GRADE. 1 5 LOWER 2" MPE GAS BY 3' 1" TO CLEAR CITIES PROPOSED 12" & 18" STORM DRAINS. BOTTOM OF LOWEST UTILITY WILL BE APPROXIMATELY 5' FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 6' FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. PROPOSED 1-1/8" MPE SVC TIE-IN 319'N C/L 10'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 420'N C/L 12'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 5' 2" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 8" FROM TOP OF GRADE. TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 5' 1" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 7" FROM TOP OF GRADE. MATCHLINE D-D SEE THIS PAGE RIGHT PLOT PLAN E SCALE: 1" = 20'-0" MATCHLINE D-D SEE THIS PAGE LEFT PROPOSED 1-1/8" MPE SVC TIE-IN 473'N C/L 12'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 4' 11" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 5" FROM TOP OF GRADE. PROPOSED 1-1/8" MPE SVC TIE-IN 552'N C/L 12'W C/L IP G A S F L O W 2 5 D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 CUT & CAP CAP 2" MPE 598'N C/L & 12'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 622'N C/L & 12'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 597'N C/L & 20'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 597'N C/L & 12'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 623'N C/L & 12'W C/L ____'N C/L & ____'W C/L (_ _ _ _ ' ) 26 ' p r o p o s e d CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 132A CUT & CAP CAP 2" MPE 315'N C/L & 12'W C/L ____'N C/L & ____'W C/L PIPE 5/8" MPE BYPASS TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L PIPE 5/8" MPE BYPASS TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 313'N C/L & 10'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 331'N C/L & 10'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 331'N C/L & 12'W C/L ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 347'N C/L & 12'W C/L ____'N C/L & ____'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 318'N C/L 10'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 331'N C/L 10'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 335'N C/L 12'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 329'N C/L 10'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 335'N C/L 12'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 313'N C/L & 12'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 349'N C/L & 12'W C/L ____'N C/L & ____'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 5' 7" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN & 8" WATER PIPE. BOTTOM OF LOWEST UTILITY WILL BE APPROXIMATELY 5' 1" FROM TOP OF GRADE. TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L (_ _ _ _ ' ) 18' proposed (____') 2' proposed (____') 2' proposed (_ _ _ _ ' ) 19' proposed TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 5' 7" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN & 8" WATER PIPE. BOTTOM OF LOWEST UTILITY WILL BE APPROXIMATELY 5' 1" FROM TOP OF GRADE. TEST AND TIE INTO NEW 2" MAIN TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L PIPE 5/8" MPE BYPASS ELBOW 2"X90° MPE 623'N C/L & 20'W C/L ____'N C/L & ____'W C/L TEST AND TIE INTO NEW 2" MAIN (____') 8' proposed (____') 8' proposed Scale: NTS TIE IN DETAIL2 5 Scale: NTS TIE IN DETAIL1 5 LOWER 2" MPE GAS BY 3' 1" TO CLEAR CITIES PROPOSED 12" & 18" STORM DRAINS. BOTTOM OF LOWEST UTILITY WILL BE APPROXIMATELY 5' FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 6' FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. 12315 12323 12401 12 3 1 4 17 0 5 4 1 7 0 4 5 17 0 4 6 1 7 0 4 0 17 0 3 9 25'25' 50' R/W 25'25' 50' R/W 30' 30' 60' R/W 30' 30' 60' R/W IP GAS FLOWIP GAS FLOW Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'6 / 10 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA PLOT PLAN F SCALE: 1" = 20'-0" MA T C H L I N E E - E SE E P A G E 4 MATCHLINE F-F SEE PAGE 7 MA T C H L I N E G - G SE E P A G E 8 IP GAS FLOW D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 IP G A S F L O W IP G A S F L O W 1 6 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L CUT & CAP CAP 2" MPE 12'S C/L & 57'W C/L ____'S C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 58'W C/L ____'S C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L CUT & CAP CAP 2" MPE 12'S C/L & 48'W C/L ____'S C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 47'W C/L ____'S C/L & ____'W C/L LOWER 2" MPE IP GAS BY 1' 1" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 8" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 8" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. LOWER 2" MPE IP GAS BY 1' 1" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 8" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 8" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. KING 132A CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 Scale: NTS TIE IN DETAIL1 6 (____') 11' proposed 17 0 3 4 170 2 5 17 0 3 3 17 0 2 6 17 0 1 7 17012 17 0 1 1 17 0 0 3 17 0 0 4 17 0 1 8 25'25' 50' R/W 25'25' 50' R/W 17 0 0 4 17 0 0 3 IP G A S F L O W IP G A S F L O W IP G A S F L O W IP G A S F L O W IP G A S F L O W Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'7 / 10 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA PLOT PLAN G SCALE: 1" = 20'-0" MATCHLINE F-F SEE PAGE 6 3 7 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 323'N C/L & 12'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 331'N C/L & 12'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 322'N C/L & 12'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 332'N C/L & 12'W C/L ____'N C/L & ____'W C/L IP G A S F L O W D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 IP G A S F L O W 2 7 1 7 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L LOWER 2" MPE GAS BY 1' 4" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 10" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 10" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. CUT & CAP CAP 2" MPE 460'N C/L & 12'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 470'N C/L & 12'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 459'N C/L & 12'W C/L ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 471'N C/L & 12'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 587'N C/L & 12'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 622'N C/L & 19'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 2" MPE 621'N C/L & 12'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 586'N C/L & 19'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 586'N C/L & 12'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 622'N C/L & 12'W C/L ____'N C/L & ____'W C/L LOWER 2" MPE GAS BY 3' 5" TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 7" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 7" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. LOWER 2" MPE GAS BY 3' 5" TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 7" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 7" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. LOWER 2" MPE GAS BY 1' 4" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 10" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 10" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. TEST AND TIE INTO NEW 2" MAIN PROPOSED 1-1/8" MPE SVC TIE-IN 605'N C/L 19'W C/L (_ _ _ _ ' ) 17' proposed (____') 7' proposed TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 4' 10" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 4" FROM TOP OF GRADE. KING 132A CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 PROPOSED 1-1/8" MPE SVC 619'N C/L 19'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L PROPOSED 1-1/8" MPE SVC 619'N C/L 19'W C/L TEST AND TIE INTO NEW 2" MAIN PROPOSED 1-1/8" MPE SVC TIE-IN 605'N C/L 19'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT LEAST 4' 10" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 4" FROM TOP OF GRADE. (____') 7' proposed Scale: NTS TIE IN DETAIL1 7 PIPE 5/8" MPE BYPASS Scale: NTS TIE IN DETAIL2 7 (_ _ _ _ ' ) 12 ' p r o p o s e d Scale: NTS TIE IN DETAIL3 7 (_ _ _ _ ' ) 10 ' p r o p o s e d (_ _ _ _ ' ) 19' proposed ELBOW 2"X90° MPE 332'N C/L & 14'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 322'N C/L & 14'W C/L ____'N C/L & ____'W C/L (____') 2' p r o p o s e d (____') 2' p r o p o s e d (____') 2' p r o p o s e d (____') 2' p r o p o s e d ELBOW 2"X90° MPE 459'N C/L & 14'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 471'N C/L & 14'W C/L ____'N C/L & ____'W C/L 12407 17 1 2 1 17 1 2 0 17 1 1 2 17 1 1 5 1 7 1 0 9 12415 30' 30' 60' R/W 30' 30' 60' R/W 30'30' 60' R/W 30'30' 60' R/W IP GAS FLOWIP GAS FLOW ROPE PROPOSED PIPE 2" MPE IP MAIN Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'8 / 10 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA PLOT PLAN H SCALE: 1" = 20'-0" MA T C H L I N E G - G SE E P A G E 6 MATCHLINE H-H SEE PAGE 9 MA T C H L I N E I - I SE E P A G E 1 0 D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 IP G A S F L O W IP G A S F L O W IP G A S F L O W IP GAS FLOW IP GAS FLOW IP G A S F L O W 1 8 PROPOSED 1-1/8" MPE SVC TIE-IN 12'S SE 172ND ST C/L 68'W 125TH AVE SE C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L LOWER 2" MPE IP GAS BY 1' 10" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 10" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 10" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. CUT & CAP CAP 2" MPE 12'S C/L & 61'W C/L ____'S C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 62'W C/L ____'S C/L & ____'W C/L KING 132A CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 LOWER 2" MPE IP GAS BY 1' 10" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 10" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 10" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. LOWER 2" MPE IP GAS BY 1' 3" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 4" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 4" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. Scale: NTS TIE IN DETAIL1 8 (____') 42' proposed TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L CUT & CAP CAP 2" MPE 12'S C/L & 21'W C/L ____'S C/L & ____'W C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 20'W C/L ____'S C/L & ____'W C/L LOWER 2" MPE IP GAS BY 1' 3" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 4" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 4" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. TOP OF FUTURE SEWER WILL BE APPROXIMATELY 8' 3" FROM TOP OF GRADE CLOSE TO PROPOSED TIE IN LOCATION. MAKE SURE SUFFICIENT VERTICAL CLEARANCE EXISTS. TOP OF FUTURE SEWER WILL BE APPROXIMATELY 8' 3" FROM TOP OF GRADE CLOSE TO PROPOSED TIE IN LOCATION. MAKE SURE SUFFICIENT VERTICAL CLEARANCE EXISTS. 17103 16 8 6 3 16 8 8 2 17 0 1 7 1 7 0 1 1 17 0 2 5 17 0 0 3 16 8 6 8 30'30' 60' R/W 25' 25' 50' R/W IP GAS FLOWIP GAS FLOW IP G A S F L O W IP G A S F L O W 17 0 1 7 ROPE PROPOSED PIPE 2" MPE IP MAIN Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'9 / 10 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WAPLOT PLAN I SCALE: 1" = 20'-0" MATCHLINE H-H SEE PAGE 8 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 16'N C/L & 21'W C/L ____'N C/L & ____'W C/L PROPOSED PIPE 2" MPE IP MAIN 21'W C/L __'W C/L (____') 9' proposed CUT & CAP CAP 2" MPE 17'N C/L & 12'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 16'N C/L & 12'W C/L ____'N C/L & ____'W C/L D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 3 9 1 9 TEST AND TIE INTO NEW 2" MAIN (_ _ _ _ ' ) PROPOSED 1-1/8" MPE SVC TIE-IN 126'N C/L 17'W C/L TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 3' 10" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. TOP OF STORM DRAIN WILL BE APPROXIMATELY 4' 7" FROM TOP OF GRADE. INSTALL NEW 2" MPE IP GAS MAIN AT LEAST 4' 2" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 2" FROM TOP OF GRADE. INSTALL NEW 2" MPE IP GAS MAIN AT LEAST 5' 5" FROM TOP OF GRADE TO CLEAR PROPOSED 6" SEWER SERVICE. BOTTOM OF SEWER SERVICE WILL BE APPROXIMATELY 4' 5" FROM TOP OF GRADE. IP G A S F L O W IP G A S F L O W IP G A S F L O W TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE 317'N C/L & 27'W C/L ____'N C/L & ____'W C/L PROPOSED PIPE 2" MPE IP MAIN 4'W C/L __'W C/L (____') 15' proposed CUT & CAP CAP 2" MPE 316'N C/L & 12'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 317'N C/L & 12'W C/L ____'N C/L & ____'W C/L (_ _ _ _ ' ) 23 ' p r o p o s e d 4 9 TEE TAP 1-1/4"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L TEE TAP 1-1/4"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L CUT & CAP CAP 1-1/4" PEI-A 18'S C/L & 19'E C/L ____'S C/L & ____'E C/L CUT & CAP CAP 1-1/4" PIE-A 18'S C/L & 10'E C/L ____'S C/L & ____'E C/L 2x ELBOW 1-1/4"X90° MPE (SQUEEZE & FUSE TIE IN) 18'S C/L & 20'E C/L ____'S C/L & ____'E C/L 2x ELBOW 1-1/4"X90° MPE (SQUEEZE & FUSE TIE IN) 18'S C/L & 9'E C/L ____'S C/L & ____'E C/L LOWER 1-1/4" PEI-A IP GAS BY 1' TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 3" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 3" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. IP GAS FLOW KING 132A CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 TEST AND TIE INTO NEW 2" MAIN TEST AND TIE INTO NEW 2" MAIN TEST AND TIE INTO NEW 2" MAIN PROPOSED 1-1/8" MPE SVC TIE-IN 260'N C/L 17'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN 270'N C/L 17'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L PIPE 5/8" MPE BYPASS (_ _ _ _ ' ) 28 9 ' p r o p o s e d TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'W C/L 2x ELBOW 2"X90° MPE 305'N C/L & 27'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 305'N C/L & 17'W C/L ____'N C/L & ____'W C/L (____') 10' proposed PIPE 5/8" MPE BYPASS TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 3' 10" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 4" FROM TOP OF GRADE. TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 4' 6" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 11" FROM TOP OF GRADE. TOP OF PROPOSED 1-1/8" STUB TO BE BURIED AT 4' 6" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 11" FROM TOP OF GRADE. INSTALL NEW 2" MPE IP GAS MAIN AT LEAST 4' 2" FROM TOP OF GRADE TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 2" FROM TOP OF GRADE. LOWER 1-1/4" PEI-A IP GAS BY 1' TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 3" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 3" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. Scale: NTS TIE IN DETAIL4 9 (____') 11' proposed (_ _ _ _ ' ) 12 ' p r o p o s e d Scale: NTS TIE IN DETAIL3 9 Scale: NTS TIE IN DETAIL1 9 (_ _ _ _ ' ) 2 9 Scale: NTS TIE IN DETAIL2 9 (____') 4' proposed ELBOW 2"X90° MPE 146'N C/L & 21'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 146'N C/L & 17'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 167'N C/L & 17'W C/L ____'N C/L & ____'W C/L ELBOW 2"X90° MPE 167'N C/L & 21'W C/L ____'N C/L & ____'W C/L (____') 4' proposed (_ _ _ _ ' ) 21 ' p r o p o s e d ELBOW 2"X90° MPE 39'N C/L & 21'W C/L ____'N C/L & ____'W C/L (____') 24' prop. ELBOW 2"X90° MPE 39'N C/L & 17'W C/L ____'N C/L & ____'W C/L 12505 12513 12514 12521 12527 12520 12541 12535 30' 30' 60' R/W 30' 30' 60' R/W 25'25' 50' R/W IP GAS FLOW IP GAS FLOW IP G A S F L O W IP GAS FLOW ROPE PROPOSED PIPE 2" MPE IP MAIN Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed 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 CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone: Project Manager Contact Information: E-Mail: Name: 206-379-4347 DUSTIN.WELLER@PSE.COM DUSTIN WELLER N/A 109141781 N/A 1"=20'10 / 10 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr RENTON PUBLIC IMPROVEMENT SE 172ND ST STORMWATER IMPR. PROJECT SE 172ND ST & 125TH PL SE, RENTON, WA PLOT PLAN J SCALE: 1" = 20'-0" MA T C H L I N E I - I SE E P A G E 7 D.SANTIAGO 425.738.8705 206.379.4347D.WELLER D.SANTIAGO 425.738.8705 2/28/25 2/28/25 2/28/25 10 9 1 4 1 7 8 1 IP G A S F L O W IP GAS FLOW IP GAS FLOW IP GAS FLOW CUT & CAP CAP 2" MPE 12'S C/L & 211'E C/L ____'S C/L & ____'E C/L ELBOW 2"X90° MPE 7'S C/L & 197'E C/L ____'S C/L & ____'E C/L ELBOW 2"X90° MPE 7'S C/L & 217'E C/L ____'S C/L & ____'E C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 197'E C/L ____'S C/L & ____'E C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 217'E C/L ____'S C/L & ____'E C/L LOWER 2" MPE GAS BY 1' 5" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 5" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 5" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. 1 10 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L CUT & CAP CAP 2" MPE 12'S C/L & 198'E C/L ____'S C/L & ____'E C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L LOWER 2" MPE GAS BY 1' 5" TO CLEAR CITIES PROPOSED 12" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 3' 5" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 4' 5" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. 2 10 TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L CUT & CAP CAP 2" MPE 12'S C/L & 334'E C/L ____'S C/L & ____'E C/L CUT & CAP CAP 2" MPE 11'S C/L & 391'E C/L ____'S C/L & ____'E C/L ELBOW 2"X90° MPE 7'S C/L & 333'E C/L ____'S C/L & ____'E C/L ELBOW 2"X90° MPE 7'S C/L & 392'E C/L ____'S C/L & ____'E C/L CUT & CAP CAP 2" MPE 8'S C/L & 358'E C/L ____'S C/L & ____'E C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 12'S C/L & 333'E C/L ____'S C/L & ____'E C/L 2x ELBOW 2"X90° MPE (SQUEEZE & FUSE TIE IN) 11'S C/L & 392'E C/L ____'S C/L & ____'E C/L TEE 2"X2" INLINE TEE (SQUEEZE & FUSE TIE IN) 7'S C/L & 358'E C/L ____'S C/L & ____'E C/L (_ _ _ _ ' ) 5' p r o p o s e d (_ _ _ _ ' ) 4' p r o p o s e d 34 ' p r o p . (____') LOWER 2" MPE GAS BY 2' 2" TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 2" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 2" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. LOWER 2" MPE GAS BY 2' 2" TO CLEAR CITIES PROPOSED 18" STORM DRAIN. BOTTOM OF STORM DRAIN WILL BE APPROXIMATELY 4' 2" FROM TOP OF GRADE. TOP OF GAS WILL NEED TO BE AT LEAST 5' 2" FROM TOP OF GRADE TO PROVIDE SUFFICIENT CLEARANCE. KING 132A CSPSKGPI SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085 (_ _ _ _ ' ) 5' p r o p o s e d (_ _ _ _ ' ) 5' p r o p o s e d PIPE 5/8" MPE BYPASS TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'E C/L PIPE 5/8" MPE BYPASS TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'E C/L TEE TAP 2"X5/8" MPE (BYPASS TEE) ____'N C/L & ____'E C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'E C/L Scale: NTS TIE IN DETAIL2 10 (____') 25' proposed Scale: NTS TIE IN DETAIL1 10 (____') 20' proposed