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Home My WebLink AboutS-338807F- F- F- F- CL IL IL 0 z 0 z J W F- t V O U U m 9 9 9 a< SANITARY SEWER NOTES AND SPECIFICATIONS (CITY OF RENTON STANDARDSZ AB, ,0, 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY E' 48" DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 5 °MIN 24" MIN. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" 54" 8" MIN. PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON 1 24" MIN. 24" I.D. 60" 8" MIN. 6" Mi q7 MANHOLE FRAME AND COVER STANDARD SPECIFICATIONS. z° < 6" 957 OF MAXIMUM 4 "L4 OJ CAST IRON RING AND COVER P`' PIPE MATERIAL AS SPECIFIED G BY THE ENGINEER .I SEE CITY OF RENTON STD. BR29 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAX 24' = ADJUSTMENT (4" MIN.) VERIFY THE TRUE AND CORRECT LOCATION SD AS TO AVOID DAMAGE OR DISTURBANCE ..DRY DENSITY PER 12" . - 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF 6" CONE WORKERS AND OTHERS ON THE CONSTRUCTION SITE 'D' 5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO SEE PIPE BEDDING DETAIL + RUBBER GASKETED JOINTS ANY CONSTRUCTION. p N IN ACCORDANCE WITH ASTM C -443 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER. PLANS Ld a FOUNDA7ION A0' 7 A COPY OF THESE APPROVED PLANS MUST BE ON 7HE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. - - STEPS -. 3/4" DEFORMED BAR *W MAXI { NOTE: SHORING SHALL COMPLY WITH THE REQUIREMENTS OF STEPS SHALL BE INCLUDED 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH - *W MAX = 1.5 X PIPE I.D. t 18" MIN. 6-1/2 FOR PIPE I.D. > 18 "I.D. STANDARD SPECIFICATIONS HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. TRENCH DETAIL SCALE: N.T.S. CONCRETE RISER BY PIPE INC., 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED 7 MIN. p' OR APPROVED EQUAL. LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED + ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS MAX. PIPE SIZE - 'E' LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX' 12" (TYP) PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. LADDER -STD. ALUMINUM 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. MORTAR OR GALVANIZED STEEL 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF 774E FILLET CONCRETE SHELF DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. t 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF 1 % PRECAST BASE SECTION THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE OR CAST IN SHELF. NECESSARY LEVELING: OF THE .TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE .B, > 48" MH > n .. PIPE PIPE o: °MIN. 54 MH 60" MH 14. SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50: 6" (TYP) NOTES 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER CITY OF RETON STD. BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. ,A, AB, ,0, D': E' 48" 6" MIN. 5 °MIN 24" MIN. 21" I.D. 54" 8" MIN. 5.5" MIN. 1 24" MIN. 24" I.D. 60" 8" MIN. 6" Mi q7 42" MIN, 30" I.D. 15. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SEWER MANHOLE TYP DETAIL 1 3350 Monte Villa Parkway Bothell, Washington 96021 -8972 (426)951 -4800 (425)951 -4808 hpaOifiO.00U, A.,,! o.\u,..,...,.! D... 1..... .. \!1Z'JSZf \I,...,.,... \n.•.... ...... \E.:I \I..! n rn.. \"[nc zc no[' I„ �..... SCALE: N.T.S. ( RENTON DETAIL B 071) C9 "0 NEW A. C. PAVEMENT RECESSED UFT POCKET I 11 N C. SOCKET HD 2,0.1 P III �Fx„ SCREW i Y' LONG - U 3 CONCRE IJ ((77 (BRONZE OR S.S.) CLA55 �- V-0" J. COMPACT BEDDING MATERIAL TO 95% MAXIMUM PER ASTM D1557 TQ'� 2" RAISED PADS I_ FIBER JOINT WATER TIGHT 1'MIN. TAMP ONLY. PACKING PLUG -1144✓ 16' 45' (1/8) BEND 3" A.C. CLASS B 1 2" BE THE MAXIMUM TRENCH WIDTH.. PIPE BEDDING DETAIL ( 3'1 z° < • a 957 OF MAXIMUM 4 "L4 OJ CAST IRON RING AND COVER P`' PIPE MATERIAL AS SPECIFIED G BY THE ENGINEER .I PLUG TO BE SEALED AS - - -- MAIN SEWERNJOINTS. SANITARY CLEANOUT DETAIL SCALE: N.T.S 69- 0) AS7M D1557 927 OF MAXIMUM 1. S' C_EANOUTS SHALL BE EASE JORDAN IRON WOPRS, IN- N%3 - 698 OR EQUAL CLEAN OUT SHALL BE A WATER TBHT ASSELIBLY. 8 OR 6 INCH CLEANOUT Z. IN NIMPROVED AREAS, POUR A 1' -0" DUCK, 2' -D" -ARE N�SRETE CLA55 PAD AROUND TIE RINC AND COYER DWAxa, RESTORE AROUND CLEANOUT PoND ANO ALDOPTED N ICOW NEOUIRED BY STANDARD BETAL DRA WG BR36. QITy Dp RGNTON �ATa: 03 /2005 OAiE REVISION - BY gpPR DWG: NAME: 8076 -1 SP PAGE: 8076.1 ..DRY DENSITY PER 3350 Monte Villa Parkway Bothell, Washington 96021 -8972 (426)951 -4800 (425)951 -4808 hpaOifiO.00U, A.,,! o.\u,..,...,.! D... 1..... .. \!1Z'JSZf \I,...,.,... \n.•.... ...... \E.:I \I..! n rn.. \"[nc zc no[' I„ �..... SCALE: N.T.S. ( RENTON DETAIL B 071) C9 "0 NEW A. C. PAVEMENT c=i U 3 3 6 -112" MIN. CSBC 959' OF MAX. DRY DENSITY J. COMPACT BEDDING MATERIAL TO 95% MAXIMUM PER ASTM D1557 DENSITY EXCEPT DIRECTLY OVER PIPE. HAND 1'MIN. TAMP ONLY. 1'MIN. 3" A.C. CLASS B CALCULA77ON OF TRENCH WIDTH, WHICH SHALL BE THE MAXIMUM TRENCH WIDTH.. PIPE BEDDING DETAIL ( 3'1 • a 957 OF MAXIMUM 4' MIN. DRY DENSITY PER AS7M D1557 927 OF MAXIMUM b..A ? ..DRY DENSITY PER ASTM D1557 R'y 6" MIN PIPE SEE PIPE BEDDING DETAIL + O D p N Ld a FOUNDA7ION LEVEL Imo. *W MAXI { NOTE: SHORING SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 7-08.3(1)B "SHORING" *W MAX = 1.5 X PIPE I.D. t 18" MIN. OF THE 2002 WSDOT /APWA FOR PIPE I.D. > 18 "I.D. STANDARD SPECIFICATIONS FOR 27" PIPE I.D., W MAX = 4' -10" TRENCH DETAIL SCALE: N.T.S. C THE LANDING R 0 REVISION SY ME'BB: scAIE: xU.. x HI./ NTS HUH HCS DRAWN: HCS AIONRINOx ONECxm, DATUM SRS IF NOT ONE PcH R jWM : sUUE - OROINGLY DETECTABLE ALTERNATE MARKING TAPE VERTICAL TRENCH W ALTERNATE �f -LAID -BACK TRENCH 6" MIN 2 + I O.D. N a a FOUNDATION 4" MIN. LEVEL BEDDING MATERIAL FLEXIBLE PIPE NOTES: " 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 5. REFER TO STANDARD SPECIFICATIONS FOR 2 HAND TAMP UNDER HAUNCHES. FOUNDATION, BEDDING AND BACKFILL J. COMPACT BEDDING MATERIAL TO 95% MAXIMUM MATERIAL REQUIREMENTS. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND 6. COMPLY WITH ALL SAFETY ORDERS RELATING TAMP ONLY. TO TRENCH CONSTRUCTION. 4. REFER TO STANDARD SPECIFICATIONS FOR CALCULA77ON OF TRENCH WIDTH, WHICH SHALL BE THE MAXIMUM TRENCH WIDTH.. PIPE BEDDING DETAIL ( 3'1 SCALE. N.T.S. � Checked for Compliance to City Standards EXPIRES � �.Q CITY OF THE LANDING D06/15/07 RENTON HARVEST PARTNERS P SANITARY SEWER NOTES & Planning /Building /Public Works Dept. DETAILS LOT 1A E"" C8.0 Cb.5- 33"0'7 r* mssw? A- NNNJA4 R• i �I r_ � 1 W 00 L