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HomeMy WebLinkAboutR-342638,.n 8" DIA PVC SAN SEWER 48" DIA CPEP SD E 15.46' 14" STEEL CASING 8" PVC IE 14.51' ENCASE 13 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE SSMH #1 48" DIA MANHOLE ! r 14" STEEL CASING 8"PVC IE14.55' 48" DIA CPEP SD E 15.46' TYPE 2 CATCH BASIN, 84" DIA CASING DETAIL, THIS 8" DIA PVC SAN SEWER SHEET., - CORE DRILL AND CONNECT TO EXISTING MANHOLE. 'f RECHANNEL MANHOLE. -��-A------------ _--- 18" SS MH2383, 48 DIA PLAN INSTALL ADJUSTMENT RINGS STANDARD SOLID LOCKING AS NECESSARY, 4" MIN., RING AND COVER 16" MAX. HEIGHT IE 14.7' FILL CB SUMP TO IE OF 48" PIPE WITH CONCRETE SEE SHEET SDO8 FOR TRENCH BACKFILL DETAILS m 401, ' PROFILE 1 DETAIL SCALE: 1 °"=4' RvSEWATER d CLIENTS I PEOPLE PERFORMANCE 1201 TARO V. E E. SUITE 15-1 S_ATT_- •AAE ":;TON 95101 _;03' DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 OO FAX: (425) 4544 0 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 14" STEEL CASING 8" PVC IE 17.30' TYPE 2 CATCH BASIN 84" DIA EX 10" W 39.5" TO CROWN �i SSMH #3, 48" MANHOLE 12" DIA CPEP SD C7�B7 #4Ar� } 22" X 26f, I I CON C INLET 14" STEEL CASING I I 48"' CPEP S❑ 8" PVC IE 16.48' I I ry IE = 16.35' --�rf� ll1 - ,-- - } I I r +1-----�r�18— SS i------------� I I M H 2181 PLAN 54" MANHOLE ENCASE 12 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE CASING DETAIL, THIS SHEET. INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT EX 10" f 39" IE 16.35 SEE SHEET SDO8 FOR TRENCH BACKFILL DETAILS m STANDARD SOLID LOCKING RING AND COVER r PROFILE 4 DETAIL SCALE: 1 "=4' oE�cWE� SCALE' vmIm KOWM IL ®RAIJ1i CHECKED: OWE wcH Y DE LWI AT FULL QfJI F NCH ADDENDUM NO. 1 WRE 07/09WAPPR C NOT ONE NQ- APPROVED: SCALE I�CORGNGLY NO. REVISION BY DATE LOMITH VEtzncw MVD 1988 HORTIOWTkL- WAD 1983/1991 DATU M 1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1' HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. 2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. 3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING INSTALLATION DETAIL ON THIS SHEET. 4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT PIPE. 5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY). 6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS. PLACE END SPACER MAXIMUM OF ONE (1) FOOT FROM END OF CASING (TYP.) STEEL PIPE CASING MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE SIX (6) FEET 0. C. 1 r CASING SPACERS SHALL BE MAXIMUM OF ONE (1) FOOT FROM EACH SIDE OF PIPE JOINT (TYP.) SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CASCADE END SEALS OR APPROVED EQUAL) CARRIER PIPE (PVC, SDR 35) CASING SPACERS CARRIER PIPE DIAMETER 6'" 8"" CASING DIAMETER 12"' 14" MIN. CASING THICKNESS 0.25" 0.25" SPACER BAN ❑ WIDTH 8" 8'" ANTICORROSION COATING THICKNESS: CASING — 12 MILS ❑FT NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. SEINER CASING DETAIL N T'S r CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAINIER AVE S (SR 1 B7) IMPROVEMENTS PROJECT REIDEOM: PHASE -I PAGE; SHATTUCK AVE S STORMINATER BYPASS DRAWING NO: S I RM DRAINAGE& LMLMES S DETAILS SHEET a