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Home My WebLink AboutS-331901M d 1 a. 0; N � 1 o a - I' Q z IJJ CO LLJ Z Z co LJJ Z Z Q z� F-I 00 �E_ E, z WWN W f z W 0.0 U U U a a,a CITY OF RENTON SANITARY SEINER N01E5 AND SPECRCATION3 1. All WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SMALL BE LIMITED TO 8:30 A.M. TO 3:30 PA. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SMALL BE APPROVED 13Y THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SMALL BE NOTIFIED 24 HOURS IN ADVANCE 3. ALL CONSTRUCTION SMALL 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 SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. B. PUNS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WTIN AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR UCE14SED PROFES90NAL SURVEYOR. 11. BACKHLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8INCHES, 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. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BEBACKFILLED WITH CRUSHED. ROCK. AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT: SWILL BE NEATUNE CUT. WITH SAW: IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKALL AND COMPACTION. A PERMANENTS HOT MIX PATCH SHALL BE -PLACED WITHIN 10 DAYS AND SMALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C.. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -STIE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE 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 SMALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. \ \\0, \ 0 15 30 60 TO EX. FOR WINDSTOAFE III A PORTION OF THE S.E. 1 /4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, WASHINGTON 0 +00 1 +00 NOTE: ALL HOMES ON THIS PROJECT SHALL BE FIRE SPRINKLERED. PROPERTY LINE - FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER 4 STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET PORTIDN WHITE ANS STENCIL ON SIDE > WARDING 'SEWER' WITH 3" HIGH. BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER Wa EXTENDED TO THE TOP OF THE STUD. o_ 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 Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. Jt icm NI%� 6MAIN HORIZONTAL / 6„ NDt LSEWER MAIN STANDARD SIDE SEWER INSTALLATION CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE) OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION ADOPTED OF NOTE, crrr RRNTDN UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY ♦O♦ —A p»s LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 1sT DATe: 12/15/91 DATE I REVISION BY gppR DWG. NAME: BR39 SP PAGE: B078 M M W O U OD W Z =zO O Q Z Fn Z O Z O W, r cr z O F U Oo J 3 3 Z O O Lo OD EL D Z ir rj) O O H W.Z. o cj) Q -a~0j W LJ.I > o W D O J N W, m 04, ° 6 Lb O LL W Z E.. :D... a Ld o°. z a -zz MANHOLE. FRAME AND COVER Lil g 7� SEE DRAWING BR29 NOTES - >:.n N N z U O 3 Of I cD c14 ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY �'.00 N W z > STEPS OR EQUAL z _m co aD CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS : C Z j ARE INSTALLED. 3 to to co z RUBBER GASKETED JOINTS 3 CASTING TO BE PER DRAWING BR29 _ w > rn o� c.. 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST � H- t_7 Ii7 IN ACCORDANCE WITH ASTM C -443 .CONCRETE � N z N N � P 5: ALL JOINTS .SHALL BE. GROUTED Y Ld z� N c STEPS - 3/4" DEFORMED BAR 6- SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR o STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) -� WITH A HIGH SOLIDS URETHANE COATING, N 4 QNi. CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED. EQUAL, I_�j S6S N OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE:. VJ 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE J Z o WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE Q o DIAMETER OF THE LARGEST PIPE MAX. PIPE SIZE - 21" I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 0 vi ADAPTOR, KOR N SEAL BOOTS OR APPROVED EQUAL. LADDER -STD. ALUMINUM OR GALVANIZED STEEL SJy CONCRETE SHELF 4 QQN c r PRECAST BASE SECTION OR CAST IN SHELF. 5124j o6 r RECOMMENDED FOR APPROVAL PoYY WasDR r D /1 � ::. By, ALA r 4 Date: i Y ADOPTED SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL D By; " /.'JQ/5(�!,¢�� Date: 1 24661 [ NOT TO SCALE Ua oT CITY OF RENTON -y��{ O '�'F C R ♦O'Z STANDARD NS ' �FSS /CAAL T FATTO DATe 12/96 By: Date 10/17/96 ED ED. TEIT Dcv ac y .I a /a /9s D N— OUT 1rxT D6v Ac EXPIRES 6 11' OS DATE REVISION BY APPR' DWG NAME: BR28 SP PAGE' 8071 By: Date 0 >� n R7 (�(,! S :331Ro! SCANNED OCT �. T VAIcl