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Home My WebLink AboutS-221802--------------------------- I 'l 1 I �l I i I I 1 1 � I I I SCALE: 1"=40' 4p I I I I MANHOLE ( No 3 GYMNASIUM FI NISH FLOOR SANITARY SEWER NOTES & SPECIFICATIONS L ALL WORK MATERIALS SHALL BE IN CO ^'FORMANCE WITH THE STANDARDS' SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. AND SPECIFICATIONS OF THE CITY GF RENTON AND THE LATEST EDITION 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER d i I 48"0 c4.z a ELEVATION= 442.69 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND •. SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL e SURVEYOR. ` 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND e - 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. - �I - RIM 43.50 I I REMOVE SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, IE G" IN= 38.5$ i I IE 8" OUT = 3 .41-- ( - - EXIST MH _ - - CO NO 3 TRENCH MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 4. ALL LOCATIONS OF EXISTING UTILITIES SNO'RN ARE APPROXIMATE AND IT SAME AS DESCRIBED. i I W - - -- ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED 1 R PES - IE - 40. 1 0 p- sG PRIOR TO STARTING NEW - CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S ^ �. V •' I I PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE / Is' / t - 138 LF OF LIE fl r 40. 10 -- 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND -G.S. CONSTRUCTION. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE _ 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE � Ear @ . [o" 6° PVC 10% PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION CONSTRUCTION. ... .. I I I I 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 17.3(1) OF THE AND ANY OTHER, RELATED PERMITS PRIOR TO ANY CONSTRUCTION. v, REMOVE EXIST SANITARY 155 LF OF 8" PVC SEWER � PLUG PIPES BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE ywR -27- -2218 I I @ 0 =4% FINISH FLOOR °I i I WYE - IE ��1� =42.84 ELEVATION= 446.62 1 I 69 6 -- S E SHEET CI.2 yr MAt HOLE No 2 48 °! MANHOLE No 1 48 "0 RIM= 1 RIM= 45.88 C4.2 IE '8° IN = 37.79 c4.z IE 8" IN = 37.27 W IE_8° OUT = 37.69 IE 6" IN= 37.34 E 205 LF OF 6' FINISH FLOOR ELEVATION= 444.64 IE 4° = 39.80 No 4 PVC CO No - F R _ W TER W MAIN . � � 6" IE 8" OUT= 37. 17 S @ 1.0% IE = 39.39 C4.2 TYP I SANITARY SEWER NOTES & SPECIFICATIONS L ALL WORK MATERIALS SHALL BE IN CO ^'FORMANCE WITH THE STANDARDS' SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. AND SPECIFICATIONS OF THE CITY GF RENTON AND THE LATEST EDITION 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER OF THE WSDOT /APWA "STANDARDS AND SPECIFICATIONS. CONSTRUCTION IS IN PROGRESS. 2. THE HOl1RS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION SURVEYOR. ` 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND IL BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. TRENCH MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 4. ALL LOCATIONS OF EXISTING UTILITIES SNO'RN ARE APPROXIMATE AND IT SAME AS DESCRIBED. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT PRIOR TO STARTING NEW - CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CITY OF RENTON CURRENT STANDARDS. TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND -G.S. CONSTRUCTION. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE _ 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION CONSTRUCTION. OTHERS ON THE CONSTRUCTION SITE. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 17.3(1) OF THE AND ANY OTHER, RELATED PERMITS PRIOR TO ANY CONSTRUCTION. CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND 8. PLANS 'APPROVED I BY THE CITY -- OF RENTON DEVELOPMENT SERVICES DIVISION, BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE ywR -27- -2218 - - -� - 104 Lq OF 8- PVC 1 I i I W W M� CO , 38.39 � - WYE FOR COWN ) - i i i i i i /1+1� _ TO PORTABLE _ CO No 4 S IE = 43.00 30 LF OF -- - 4;4 PVC a-44" WYE J i 90 LF OF 8° JJ I PVC @0.4 % -. PLUG EXIST LINE 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 1� 6' ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) `. RUBBER GASKETED ASTM D 3034,SOR 35. 17. IN PAVED AREAS, MANHOLE COVERS MUST SLOPE TO MATCH PAVING SLOPE. ELEVATION DATUM - CITY OF RENTON - BENCH MARK - RAILROAD SPIKE IN UTILITY POLE, 0.5' UP ON NORTH SIDE OF POLE 61303, AT THE S.W. CORNER OF THE INTERSECTION OF N.E. 18TH ST. AND SHELTON AVE. N.E. PER CITY OF RENTON FIELD BOOK 588, PG. 61-62. CITY OF RENTON BENCH MARK '1182. BENCH MARK ELEVATION - 429.54 Bs a� w� I