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HomeMy WebLinkAboutR-412712Q Z J L, 1`11- cf) N T I � I cf) i w � \ C, c� EX 12" DI WATER M N r CHEC A VE I UTI I T STA 1 +01.50, 7.50' LT As P N CONNECT TO EX WATER MAIN (BY I APPROVED WET TAP CONTRACTOR)CL I (1) 12"X10" TAPPING TEE (FL) STA 1 +02.00, 7.40' LT (1) 10 GV (FLXMJ) W/ THRUST BLOCKING PER COR STD �`° PLAN 300.1, 2/C6.2 NSTA 1+18.90, 11.61' RT r FIRE HYDRANT PER COR STD PLAN 310.1 Ncn I 6» I 4,s RETIRE EX WATER METERS. CUT AND CAP SERVICE TO BE PERFORMED BY CITY FORCES (TYP) ss RIM=339.6 ' CENTER OF 8" CON CHANNEL(N&S)-331.5 1 's REFER TO STREET IMPROVEMENT PLAN FOR UNDERGROUNDING OF POWER LINES AND FRANCHISE UTILITIES (TYP) POC TO BE CONFIRMED W/ PSE DESIGN (TYP) RETIRE EX WATER METERS. CUT AND CAP SERVICE TO BE PERFORMED BY CITY FORCES (TYP) CORE TAP AND CONNECT TO EX 8" SEWER MAIN, PER COR STD PLAN 406.1 IE 329.5f CORE TAP AND CONNECT TO EX 8" SEWER MAIN, PER COR STD PLAN 406.1 IE 329.5f I � I D_ LL FOUND PK NAIL W/ FLASHER BM #33127 CB (TYPE 1) RIM=338.50' IE(SE) 18" EP=334.70' IE(E) 18" C P=334.65' SDMH RIM=338.14' IE(SW) 18" CPEP=330.54' IE(SE) 18" CPEP=330.59' IE(NW) 18" CPEP=333.24' / SI coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com SSMH RIM=338.34' CENTER OF 12" CONC CHANNEL(SW&E)=325.94' IE (N) 8" PVC=328.79' Rol IE(W) 18" CPEP=330.99' IE(SE) 8" CONC=334.34' IE(E) 18" CPEP=330.99' REVISION SURVEYED: DESIGNED: HS DRAWN: HS CHECKED: PA BY DATE APPR APPROVED: SCALE: wv wv EX FIRE HYDRANT Ld N wv o CO CB T-1 /z RIM (SOLID)=344.07 12" PVC (N)=340.82' I 12" CONC (S)=340.82' EX 12" DI WATER MAIN STA 3+98.01, 4.60' LT CONNECT TO EX WATER MAIN (BY APPROVED WET TAP CONTRACTOR) (1) 12"X10" TAPPING TEE (FL) STA 3+97.51, 4.60' LT (1) 10 GV (FLXMJ) W/ THRUST BLOCKING PER COR STD PLAN 300.1, 2/C6.2 6B1 T-1 RIM (SO ID)=341.60 12" PVC (S)=337.25' 12" CON (N)=337.15' .)CO I CB (TYPE 1) IM-340.52' E(E) 12" CPEP=337.12' 3 ( FYPE 1) M= 340.08' ( ) 12" CPEP=337.08' ( ) 12" PVC=337.08' ( 12" PVC=336.98' CB (TYPE 1-SOLID) RIM=340.97' IE (N) 12" PVC=336.87' IE (S) 18" CPEP=336.42' FOUND MON IN CASE S-R-ASS DISK D:WN. 0.6' 1988 1 a=20' HORIZONTAL, TAL, NAD AL,NAVD1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CB (TYPE 1-SOLID) RIM=339.58' IE (N) 18" CPEP=335.53' IE (W) 18" CPEP=335.43' CONSTRUCTOR RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PREPARED BY D.R. STRONG CONSULTING ENGINEERS INC., DATED 12/10/21, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. CITY OF RENTON Planning/Building/Public Works Dept. DATUM NAVD 88 LEGEND _--o LUMINAIRE PER ELECTRICAL PLANS DCVA (<2")(D- 3 4FIRE HYRANT C6. C6.� DOMESTIC WATER 5 SERVICE METER C6. 6 z WATER VALVE C6. POST INDICATOR VALVE FIRE DEPT CONNECTION 7 ® CONC THRUST BLOCKING HORIZ WATER/FIRE SERVICE C6. EX WATER/FIRE SERVICE 1 - - - SANITARY SIDE SEWER C6. CLEANOUT 6 C6. NOTES 1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND GENERAL SANITARY SEWER NOTES. 2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND REQUIREMENTS. 3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARD 406.2. 4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES. 5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER AND FIRE SERVICE, BACKFLOW PREVENTOR AND FDC LINES PRIOR TO CONSTRUCTION. 6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC 212-80-043(2). 7. ALL PRESSURE REDUCING VALVES FOR DOMESTIC WATER SERVICES ARE LOCATED IN THEIR RESPECTIVE BUILDINGS. 8. WATER PIPE TO BE CLASS 52 DUCTILE IRON PIPE W/ POLYETHYLENE ENCASEMENT. WATER LINES SMALLER THAN <2" TO BE COPPER. SEWER PIPE TO BE PVC ASTM 3034 SDR 35. W, LJ S-412703 W-412703 R-412711 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNSET OAKS APARTMENTS SUNSET LANE NE, RENTON, WA UTILITY PLAN 10/5/20 PAGE: DRAWING NO: C4.1 SHEET: OF: 12 3( O� U N O a J O-) O O O O T