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HomeMy WebLinkAboutS-232308FINISH GRADE \- JOINT JOINT � MANHOLE WALL SHALL BE CORE - DRILLED FOR KOR -N -SEAL BOOT (TYP.) ROMAC 501 ACCORDANCE WITH CITY OF RENTON STANDARD COUPLING OR 8" DI W/ 4 SHACKLE RODS EXTEND POLYETHYLENE APPROVED EQUAL COMPACTED MATERIAL ENCASEMENT TO COVER CONNECTION COUPLING 6' DIA HUBLESS CAST IRON BUILDING SEWER !s 8" DI SEWER 6" DI SEWER AND CLEANOUT (REFER 3C8013C801 2. BACKFLOW PREVENTER MANHOLES SHALL BE TO BUILDING MECHANICAL PLANS FOR EXACT LOCATION) OR I I - E @ DROP SEE DRAWING 3C24 �� 0 REMOVABLE FOR MAINTENANCE. CHANNELING SHALL M — I v_ Z 3C8063C801 ED RIGID STEEL ELBOW. 39 0 O POINT OF CONNECTION INVERT EL LOCATION ® EXPLOSION -PROOF SEALING FITTING FOR CLASS 1 z OJ o l 8 x 6 DI INCREASER (PUSH -ON JOINT) 10" DI LATERAL 3C801A3C801 ELASTOMERIC CHECK VALVE DETAIL POINT OF CONNECTIGoillic SCALE: NONE MH CHANNEL SS MH 24 -2 60" STD/ MH (MODIFIED) J 8" DI SIDE SEWER, DROP STRUCTURE NOT SHOWN DETAIL SS MH 24 -2 SCALE: NONE 3C24 3C801 10" I ELASTOM CHECK \ SEE MAC NOTE 2 SECTION SS MH 24 -2 A SCALE: NONE 3C80 01 wwp - 27— 2 ,7?3 -- -I v I SIDE SEWER BUILDING SEWER NO -WAY LEANOUT ITTING DETAIL TWO -WAY CLEANOUT DETP& 5 SCALE: NONE 3C24 3C801 DETAIL ss MH 29 -1 SCALE: NONE 3029 3C801 SECTION SS MH 29 -1 B SCALE: NONE 3C 3C8 801 6" MIN M VHOLE WALL \ / 6" MIN PLAN 8" DI TEE ONE LENGTH OF DIP MANHOLE WALL TO SOLID BEARING WHEN SPAN IS MORE THAN 4' 1/2 BLIND FLANGE AS DAM IE ® TEE SEE DRAWING 3C24 IL j \- JOINT JOINT � MANHOLE WALL SHALL BE CORE - DRILLED FOR KOR -N -SEAL BOOT (TYP.) .j ACCORDANCE WITH CITY OF RENTON STANDARD 8" DI W/ 4 SHACKLE RODS BACKFILL WITH X COMPACTED MATERIAL < AS DIRECTED BY 6" ENGINEER MIN !s 3c' MH CHANNEL CAST -IN -PLACE 2. BACKFLOW PREVENTER MANHOLES SHALL BE CONCRETE BLOCK I I 8" DI 90' BEND \ \' \� \\ (MJ x PE) E @ DROP SEE DRAWING 3C24 TYPICAL MANHOLE FOUNDATION CONSTRUCTION ELEVATION DETAIL DROP CONNECTION 2 SCALE: NONE 3 24 3C801 Z A O N n c o m D A � A z < o z z m z <_ f 0 s 0 MANHOLE NOTES: Q 1. STANDARD MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 8071, WITH DIAMETER AS INDICATED. 3-� 3c' 2. BACKFLOW PREVENTER MANHOLES SHALL BE CONSTRUCTED SUCH THAT CHECK VALVES ARE �� 0 REMOVABLE FOR MAINTENANCE. CHANNELING SHALL M — NOT INTERFERE WITH ANCHORAGE OR OPERATION OF v_ Z THE VALVES. ED RIGID STEEL ELBOW. 39 0 ® EXPLOSION -PROOF SEALING FITTING FOR CLASS 1 �o GROUPS A, B, C & D. LOCATE WITHIN 2" OF J -BOX. o l 5� CAST J -BOX 6x7x4 1/2" SUITABLE FOR CL. 1 on GROUPS A, B, C & D AND WARRICK CONTROLS SERIES 17 INTRINSICALLY SAFE INTERFACE CONTROL. © PIPE MOUNTED MERCURY TILT FLOAT SWITCH, WARRICK n CONTROLS SERIES F OR APPROVED EQUAL. INSTALL AT OPERATING LEVEL D FLOAT TO ACTIVATE ALARM IN ACCORDANCE WITH C/) G7 Z 0 EL 10.0. INSTALL ' MANUFACTURER'S INSTRUCTIONS. Z m 7� SECURE RGS CONDUIT TO MH WALL. D mp ® CROUSE HINDS TYPE CBG CABLE FITTING. v7 o y Cn m m < mm m FrlM f— o ^f= FT-1 O can glop o m F- oo� aom n °z D� il r Cn N CIn - ���������� :RECOMMENDED BY APPROVAL F`�4�"vscyDa IFOR BY 2222 CONSTRUCTION SET 0000 q EXPIRES: 06/05/'98 1 1 LORI PITZER � July 16, 1997 1 N lo v Cl S 0 C) 0 0 a .s` to w� 1 _N_'' � w - ° N w 6 a It, I N w d 1� 1y` I �� 1d !;�51 t 'K 2,,4X "Jx�' ' ti 1 GlY h r¢iA� yi> '.t.•,.. i i