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Home My WebLink AboutD-22660Eto m N N ;` N d z 0-05 Fi-/FT ; MINIMUM SLOPE POSSI8LE CLEANOUT -� SEE NOTE 5 45 MAXIMUM \—REMOVE CONFLICTING .'lam SIDE SEWER EXISTING TEE 6 NEW STORMWATER PIPE SEE NOTE 1 RELOCATION ABOVE NEW STORM PIPE (TYP) SEE DRAWING BELOW FOR DETAILS AND NOTES ASPHALT ACCESS ROAD SCALE: NTS XX ASPHALT CONCRETE PAVEMENT CL B, 0.3' SEE NOTE 5 COMPACTION DEPTH 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT �1T! l�lb PURPOSES ONLY- THEY MAY VARY FOR EACH CB. CSBC, 0.5' MIN -112" EXISTING COMPACTED DEPTH ASPHALT ACCESS ROAD SCALE: NTS XX 12" CPEP TO DOWNSTREAM 12 FROM CB 16A SCALE: NTS � XX J� � 12° CPEP / 12" CPEP TO POND TO POND ,� 1/12- 2T FROM i /jam CB 17B jr 12° FROM UPSTREAM FROM CB 17 REMOVABLE PLUG, SEE NOTE 3_ �12° EXISTING BEVELLED END POSSIBLE CLEANOUT } SECTION SEE NOTE 5 12° CPEP 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT EXISTING SIDE SEWER TO DOWNSTREAM ° PURPOSES ONLY- THEY MAY VARY FOR EACH CB. NOTES: -112" EXISTING REMOVE CONFLICTING 1- INSTALL SADDLE IF EXISTING TEE IS NOT FROM UPSTREAM t3 °f SEE NOTE 2. SIDE SEWER USEABLE FOR RECONNECTION. SADDLE W /6° TEE (ROMAC OR APPROVED EQUAL). SECURE TO NEW STORMWATER 3' - CONNECT SIDE SEWER MAIN WITH STAINLESS STEEL BANDS. TAP THRU MAXIMUM LENGTH PIPE OF FIRST PIECE OF ,� ,' ,, -'�,,- ,- WITH ELASTOMERIC SADDLE_ 2_ CONCRETE BLOCK REQUIRED AT NEW SADDLE STRAIGHT PIPE 'Z -� FLEXIBLE COUPLING WHEN ANGLE AT MAIN EXCEEDS 25'_ SEE CITY BEND IF NEEDED -�� 3" 5 INSTALL DETAIL DWG BR39. 6 °x 4- REDUCER, 3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS: EXISTING TEE �� -�% IF NEEDED POLYVINYL CHLORIDE (PVC) SDR 35 OTHER SEE NOTE 1 MATERIAL, AS APPROVED BY CITY INSPECTOR. -1/8, 1/16, OR 1/32 4. FOR 3" SEPARATION INSTALL 1'X 2' X 2" 0.02 FT /FT BENDS AS NEEDED THICK STYRENE FOAM BLOCK BETWEEN NEW MINIMUM SLOPE NEW 6° SIDE SEWER PIPE AND 6" SIDE SEWER RELOCATION. EXISTING FOAM BLOCK, SEE NOTE 4 5_ IF SIDE SEWER RELOCATION- REACHES CURB SEWER MAIN EXTEND NEW 6" SS TO BEHIND SIDEWALK AND INSTALL CLEANOUT PER CITY DETAIL DWG BR33_ 6. ALL SIDE SEWER RECONSTRUCTIONS SHALL SIDE �/ SEWER RELOCATION (TIP) �� BE APPROVED BY CITY INSPECTOR. 12" CPEP TO DOWNSTREAM 12 FROM CB 16A SCALE: NTS � XX J� � 12° CPEP / 12" CPEP TO POND TO POND ,� 1/12- 2T FROM i /jam CB 17B jr 12° FROM UPSTREAM FROM CB 17 REMOVABLE PLUG, SEE NOTE 3_ �12° EXISTING BEVELLED END C816 PLAN VIEW - CB17 } SECTION NOTES: 12° CPEP 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT TO DOWNSTREAM ° PURPOSES ONLY- THEY MAY VARY FOR EACH CB. CB 16 4 -112" EXISTING REMOVABLE PLUG, SEE NOTE 3. FROM UPSTREAM t3 °f SEE NOTE 2. MAX 1' -6" OR 1/3 NOMINAL PIPE DIA WHICHEVER IS GREATER �`p- 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP STANDARD PIPE ADS #1233AA OR APPROVED EQUAL. 1 12" FROM JOINT SCALE: NTS CB 17A PLAN VIEW - C816 PLAN VIEW - CB17 NOTES: 1. PIPE LOCATIONS AND DIMENSIONS ARE NOT TO SCALE AND ARE SHOWN FOR SCHEMATIC PURPOSES ONLY- THEY MAY VARY FOR EACH CB. 2. THE CENTERLINE OF CB 17 SHALL BE OFFSET FROM THE EXISTING 12" STORM PIPE TO THE EAST TO THE DIMENSIONS SHOWN - 3. REMOVABLE PLUG SHALL BE FOR 12" CPEP ADS #1233AA OR APPROVED EQUAL. DETAIL — CATCH BASINS 16 AND 17 SCALE: NTS XX iteid.q,, j ,SAS 3" 5 At EORES - 15-09 CH2MHILL i • s_ USE RUBBER GASKI=I ADAPTER OR RUBBER BOOT CONNECTOR FOR SMOOTH WALL PVC AND HDPE PIPE TRENCH EXCAVATION SEE DETAIL FOR PAVEMENT PATCH q a BACKFILL MATERIAL NATIVE IF IT MEETS SPECS, OR IMPORT PER SECTION 9 -03.19 (BANK RUN GRAVEL). NEW STORMWATER PIPE PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR THERMOPLASTIC PIPE T EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATF'7.AL MEETING SECTION 9 -13.6 QUARRY SPALLS NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED_ CPEP STORM PIPE TYPICAL TRENCH BEDDING AND BACKFILL SCALE: NTS XX NON SHRINK GROUT- DRY PACK FROM EARTH SIDE- WATERPROOF BONDING ANGENT OVER EXST CONC_ SURFACE BEFORE PLACING- NOTE: AT EXISTING MH'S AND CB'S CUT OPENING IN WALL AND REMOVE ONLY ENOUGH REINFORCING STEEL TO INSTALL PIPE. MANHOLE AND CATCH BASIN PENETRATION AND FLEXIBLE JOINT DETAIL SCALE: NTS XX CH2M HILL ®L � AS SHOWN GHUNG J. PREIS R ADAMS sago REVISION BY DATE APPR — T. PLATIN - MANHOLE OR WATCH BASIN PIPE PLUG Hl SEE NOTE 12° MIN AT MANHOLE OR CATCH BASIN 3° MIN CONCRETE PLUG PIPE - PIPE DIA OR I12° MI 6' WHICHEVER IS GREATER MIN CUT PIPE END 71�� NOTE: - IF THERE IS NO CHANNELING FOR THE PIPE BEING PLUGGED, STEEL TROWEL THE PLUG TO A SMOOTH SURFACE CONFORMING v TO THE INSIDE SURFACE OF THE MANHOLE OR CATCH BASIN. N IF THERE IS CHANNELING, FILL THE CHANNEL FOR THE PIPE q BEING PLUGGED WITH CONCRETE. STEEL TROWEL ALL EXPOSED NEW CONCRETE SURFACES SMOOTH. RECOMMENDED FOR APPROVAL PIPE PLUGGING DETAILS /�6� BY z 93 SCALE: NTS XX s - CITY OF N.E. 10th STREET /ANACOFiTES AVE. N.E. MAY 2003 -� RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT Plonnirg/Buildi- /Pubic Works Dept DRAINAGE DETAILS DD -1 1617 SCANNED AM 2 9 2664