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Home My WebLink AboutS-327305i r i G 3 0 s 0 o I w I`ri N J LLJ O o U z Ld Z t/) W ryO Y z Q W Of LI..I I MORTAF FILLET 6 aB a$� E -tg 5 OF z m m8 Imi mom 4 M m y a 0 N N N z o N a � a a m a � o 0 8 52 s > p M N 0 N `y G d: PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 3/4" SQUARES SPACED - 3/4" ADJUSTMENT (4" MIN.) AS INDICATED - HT. 1/8" CONE ❑ ❑ 1n„ MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL ❑ Li ❑ —F1/2 RUBBER GASKETED JOINTS ❑ 0 ❑❑ ❑ ❑ —r IN ACCORDANCE WITH ASTM C -443 ❑ ❑ ❑ 1>> STEPS - 3/4" DEFORMED BAR —� STEPS SHALL BE INCLUDED 7 RAISE-1/2" CONCRETE RISER BY PIPE INC., 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS WIDE BORDER OR APPROVED EQUAL PRECAST BASE SECTION 1" 1n„ MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL NOTES: 1 -1/4" 1/2') 2" `5/8" CONCRETE SHELF 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY —� STEPS OR EQUAL 7 2d /_� 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ALL JOINTS SHALL BE GROUTED. 8 PRECAST BASE SECTION ARE INSTALLED. I 7' I 6. S SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR OR CAST IN SHELF. 3. CASTING TO BE PER DRAWING BR29. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 1:3:5 MIX CONCRETE BLOCKING 6" BUILDING SEWER PIPE 4_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. A ALL JOINTS SHALL BE GROUTED. 8 8>' 6. S SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) 15" WITH A HIGH SOLIDS URETHANE COATING; 1 WASSER -MC- CONSEAL OR APPROVED EQUAL; CAST IRON RING AND COVER COLOR OF COATING SHALL BE WHITE. C 7. R RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE 8. C WITH ASTM C -443. N NOTE: DIAMETER OF THE LARGEST PIPE. ` 2 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND 9. ' 'CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK R RING AND COVER. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. I IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. PROPERTY LINE C-0- o FUTURE BUILDING SEWER W "-2x_4" STUD SERVICE MARKER PAINT UPPER -TEE WITH 6" SIDE OUTLET } PORTION WHITE ANS STENCIL ON ,SIDE F WORDING "SEWER ": WITH 3" HIGH BLACK LETTERS. AND #6 'WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER o EXTENDED TO THE TOP OF THE STUD. 0 a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL' BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED' CONCRETE, D1 PIPE AND C1 iC FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED rOR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION NG�-Eg o�ONG GPI GR�� 2% MIN SLOPE 1 HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION DETAIL NOT TO SCALE ROLL 12 "4 FIBER PACKIP 45- (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. SANITARY SEWER CLEANOUT DETAIL NOT TO SCALE SCAN','!�O JUN 222002 Flo'_7-ii us FR 23.7 CONCRETE CLASS 3000 j/4„ SANITARY SEWER N07ES AND SPECIRCA77ONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS. AND SPECIFICATIONS Z ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON. STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION; LATEST EDITION (APWA) AND CITY OF RENTON. STANDARD SPEC /FICAVONS J. ALL LOCATIONS OF EXIS7ING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AMID. DAMAGE OR. DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 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 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. THE CONTRACTOR.. SHALL PROVIDE THE CITY OF RENTON NTH AN.AS -BUILT DRAWING OF THE SANITARY SEVER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKF /LL 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 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 U77UTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKnLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKRLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. It DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION. OF CONSTRUCTION. 13. 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 CONSTRUCBON. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REOUIRED 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 PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PM) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS MANHOLE TO EXTEND MIN144UM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED' AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. $y1VFE w 'i RECOMMENDED rti FOR APPROVAL L sxPDees a /ao /ofi B— Cali By before you CHECKED FOR COMPLIANCE T CITY STANDARDS 1- 800 -424 - ®55� J��Itu, DATE la -s-o� UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IYS COSTLY DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT. VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555. C7D, s327ac7 SCANNEOMAY 012006 :S N H Ilw w L