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HomeMy WebLinkAboutS-3351021 ROLL 2 0.8 PROPERTY LINE SIDE SEWER MANN TO BUILDING SEWER �J, ! -I I- U / Ul-eL 6" SEWER PIPE ''r r` s -O -I BLDG SEWER " SIDE OUTLET TEE z; 2 "X4" STUD SERVICE ARKER PAINT UPPER PORTION WHITE AND STENCIL ON SIDE WORD a 'SEWER" WITH 3" HIGH a BLACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN 6" SIDE SEWER o 1:3:5 M1X NOTE: SA NI TA R Y SEWER N O TES &• SPECIFICATIONS SANITARY SEWER NOTES AND S°EC/F7CABONS BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY o N J 6 LfIN - N ° LOWEST HOUSE ELEVATION, WHICH - _ 25• MIN w 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND = HORIZONTAL SPECIFTCARON OF THE CITY OF RENTON U-77LITY DEPARTMENT AND THE LATEST EDITION OF 6" SIDE OUTLET TEE DATE THE WSDOT /APWA STANDARDS AND SPEC0CAT70NS. BY 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPEOFTCATTONS FOR CONC. BLOCKING ANGLE \ -6" SIDE SEWER MUNICIPAL PUBLIC WORKS CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER \\ ELEVATION AMERICAN PUBLIC WORKS ASSOC/A770N, LA7EST EDITION (APWA) AND CITY OF RENTON STANDARD SPEC(F7CA77ONS. AT CONNECTION 3 ALL LOCA77ONS OF EXISTING U77LIPE -S SHOWTI ARE APPROXIMATE AND IT SHALL BE THE NOT V) CON7RACT0R9S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCAUON SO AS TO Gk, PI�G.�G LLI _! AVOID DAMAGE OR 0157URBANCE. STAINLESS WITH STEEL BANDS �6O�CRE WHEN CONNECTING NEW SIDE 25 w LL. Q O 4- CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE COAISTRUCDON S17E. HORIZONTAL 5- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY TYPICAL SIDE SEWER > 0774ER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. BE CORE DRILLED. L7 Z LLi U7 O 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 7 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17F WHENEVER C0NS77?UC77ON TYP. SEE SHTS. 15 & 16 IS IN PROGRESS 8 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ®� THE SANITARY SEWER SYSTEM, WY,1CH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. M 9. BACicFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A M LOOSE AVEP,.AGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND n, h at o �O � h �tl ^ ¢ L`I o x Z It! Q Q "K n o 0 w7 o > FOR ONE PIPE DIAMETER DN EACH SIDE OF THE PIPE OR TO 774E SIDE OF THE TRENCH. MA ERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE 7NE SAME AS DESCRIBED. 10- OPEN CUT P,OAD CROSSINGS FOR U77LiTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKRLLED WI774 CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEA TUNE CUT MTH SAW IN A CON77NUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACID IMME&A TEL Y AFTER BACKFILL AND COMPACTION. A PERMANENT HOT bf,'X PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11- DATUM SHALL Bf CITY OF RENTON, 1988 NA W. 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO h p THE SA77SFAC77ON OF 774E DEPARTMENT FOR 774E PREVEN77ON OF ON-SITE EROSION AFTER THE COMPLETION OF CONS7RUC77ON- ]u� H a ,o a 73. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY 'g LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MA7ZRIAL, AS WELL AS PLACEMENT AND COMPACT70N OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO 7HAT THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING o BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 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 DIREC77ONS TO MATCH PA LANG. U77LITY SPECIRCA77ONS z zg C' \SDSK \CI TYNO TES \R ENTON,U7ILITYSPECIFICA770NSDOC ROLL 2 0.8 PROPERTY LINE SIDE SEWER MANN TO BUILDING SEWER �J, ! -I I- U / Ul-eL 6" SEWER PIPE ''r r` s -O -I BLDG SEWER " SIDE OUTLET TEE z; 2 "X4" STUD SERVICE ARKER PAINT UPPER PORTION WHITE AND STENCIL ON SIDE WORD a 'SEWER" WITH 3" HIGH a BLACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN 6" SIDE SEWER 1:3:5 M1X NOTE: CONCRETE 60• ALLOWABLE MAX SIDE SEWER SHALL HAVE A BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY x UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE MN 6 LfIN - BY LOWEST HOUSE ELEVATION, WHICH - _ 25• MIN EVER IS LOWER. 6 "MIN = HORIZONTAL 6" SIDE OUTLET TEE DATE SEWER MAIN BY r- EXISTING SEWER MAIN CONC. BLOCKING ANGLE \ -6" SIDE SEWER OF TEE AT MAIN OVER 25° \\ ELEVATION ___6m BE TEE BE INSTALLED AT CONNECTION J� � �(Gk NOT VO MAKE TAP THROUGH CAST IRON Gk, PI�G.�G SADDLE SECURED TO SEWER MAIN STAINLESS WITH STEEL BANDS �6O�CRE WHEN CONNECTING NEW SIDE 25 SEWERS TO EXISTING MA /N- 29 MIN SLOPE HORIZONTAL VITRIFIED CLAY, PLAIN & TYPICAL SIDE SEWER REINFORCED CONCRETE, Dl & CI PIPE SEWER MAINS ARE TO ELEVA TION BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE A Top BY DATE �� � 9 <,a 917- 001 -051 9170, SITE 7 j11NAL EXPIRES L 22/0'I S J E '/ E R i o i X0.5- 33�,oz ssur