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HomeMy WebLinkAboutS-20710A6" MINA r EXISTING MANHOLE 6" MIN PLAN DIP TEE CL 52 ONE LENGTH OF DICTILE IRON �� EXISTING MANHOLE PIPE (CLASS 52) TO SOLID BEARING WHEN SPAN IS MORE THAN 4' 1/2 BLIND FLANGE AS DAM DUCTILE IRON PIPE AWWA C 151 CL. 52 POINT OF CONNECTION (CSTC SITE MATERIAL) � NO HUB CAST PLASTIC FILM WRAP TO !RON —EXTEND TO COVER / (CSTC BUILDING CONNECTION COUPLING \ / MATERIAL) SANITARY CLEANOUT SEE DETAIL �I - - - m ¢I 3C80 3)80 FLEXIBLE 5 ' TYPICAL WY,- EDGE OF _ 8" SITE SANITARY _PROPOSED PROPOSED END BEND CONNECTION SEWER /� \ \, / BLDG PIPE BUILDING CL 52 SEE DETAIL .r ' 3C80 3C80 J/ 2 7x4" STUD SERVICE MARKER BUILDING POINT OF SEWER UP TO 6"4 PAINT UPPER PORTION WHITE IDENTIFYING COORDINATES 0' -8" CLEANOUT AND STENCIL ON SIDE BACKFILL WITH t •. WORDING "SEWER" WITH 3" 8" 45 FULL WYE 0' -11" HIGH BLACK LETTERS. ^ COMPACTED A IEKIfiL \ '- -POINT OF CONNECTION DETAIL 8" SITE SANITARY SEWER COORDINATES 8" SANITARY AS DIRECTED BY ENGINEER �- POINT OF CONNECTION SEWER SEE DETAIL 4 3CI41M 3C80 3C80 DETAIL TYPICAL WYE CONNECTION 3 ° EXISTING MH SHALL BE CORE SCALE: NONE 30,3C14,3C80 3C80 DETAIL BUILDING SEWER CONNECTION SCALE: NONE PLAN 3C80 3080 DRILLED FOR KOR -N -SEAL BOOT 6" MINA r EXISTING MANHOLE 6" MIN PLAN DIP TEE CL 52 ONE LENGTH OF DICTILE IRON �� EXISTING MANHOLE PIPE (CLASS 52) TO SOLID BEARING WHEN SPAN IS MORE THAN 4' 1/2 BLIND FLANGE AS DAM DUCTILE IRON PIPE AWWA C 151 CL. 52 POINT OF CONNECTION (CSTC SITE MATERIAL) � NO HUB CAST PLASTIC FILM WRAP TO !RON —EXTEND TO COVER / (CSTC BUILDING CONNECTION COUPLING \ / MATERIAL) SANITARY CLEANOUT SEE DETAIL �I - - - m ¢I 3C80 3)80 FLEXIBLE ' JOINT DIP La I I CL 52 A* B* C D ° Of w w 0' -4" 0' -4" 0' -8" 0' -8" BACKFILL WITH 0' -6" 0' -6" 0' -11" ^ COMPACTED A IEKIfiL * -- NOMINAL SIZE DETAIL POINT OF CONNECTION 4 AS DIRECTED BY ENGINEER 3C,3C8 3C80 3CI41M MIN I ° EXISTING MH SHALL BE CORE DRILLED FOR KOR -N -SEAL BOOT (DISTRIBUTED BY P.I.P.E. INC. - CEMENT CONCRETE TACOMA, WA) CLASS C BLOCK POURED IN PLACE' DIP 99 BEMD CL 52 \ \i \ \ \•�` TYPICAL MANHOLE FOUNDATION CONSTRUCTION ELEVATION DETAIL DROP CONNECTION Z SCALE: NONE DUCTILE IRON 3C60,3C613C80 ROMAC 501 COUPLING OR C APPROVED EQUAL i D 1' -4 ! 5' -0" DUCTILE IRON ' REDUCER /INCREASER J La AWWA C 151 CL. 52 < A* B* C D ° Of w w 0' -4" 0' -4" 0' -8" 0' -8" n z 0' -6" 0' -6" 0' -11" * -- NOMINAL SIZE DETAIL POINT OF CONNECTION 4 SCALE: NONE 3C,3C8 3C80 3CI41M MAX ANGLE W \0 25' CONC BLOCKING HORIZONTAL 2% MIN SLOPE 8" SANITARY SEWER DETAIL TYPICAL BUILDING SEWER cJ SCALE: 12 "6" 0 1' 2' 3' 4' 5' 3C8C 3C80 SCALE: 1/2"=l'-O" U) of m Ll g u- U) 0 w 0 00 0J ww V " RAISED LETTERS WER" FOR SANITARY SEWER I A 3C80 3C80 DETAIL CLEANOUT RING & COVER 6 SCAM NONE PLAN 3C80 3C80 10 1/2" I 6 _— N M I� to —� M SECTION CLEANOUT RING & COVER A SCALE, NONE 3C80 3C80 CAST IRON RING AND COVER, COVER SHALL 2' -0" /—HAVE WORDING "SEWER" FOR SANITARY SEWER 10 1/2' SEE DETAIL 4I 3C80 3C80 a 6" TOPSOIL OVER (TYP) 1 - �± CONCRETE COLLAR CAULK AROUND PIPE NOTES: 6" CLEANOUTJ 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. 45' (1/8) 8 "x6" 45' WYE —� ORIENTATION OF WYE �. VARIES. SEE PLAN SHEET 8" DIAMETER �` 8" DIAMETER SANITARY SEWER �\ \�� SANITARY SEWER BUILDING PIPE DETAIL. TYP SANITARY SEWER CLEANOUT % SCALE: NONE 3C8,3C74,3C80 3C80 S. 1A SEC. 24, L 2M., R 4., W.M. ® RECORD DRAWING i CAA/07.13.94 I ®I I I I ® I I I® i 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2� R146