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HomeMy WebLinkAboutS-221801SCALE: 1 " =40' 1 1 fr - - - - - - - - - - - - - - -.- - - - - - - - - - - - - -' - - - - -- - _ , - I ' �a 1 x 1- e a . i I i GYMNASIUM I' z FLO o 0 I I MANHOLE No 3 2 FINISH R 48' c4.z ELEVATION - _.. 43 RIM =. 50 I 442.69 � IE 6" IN= 38,58 REMOVE 1 I I IE 8" OUT= 3P.41 EXIST MH LI i/i CO NO 3 cn Ij - - 40.-1 LUS PfP�S lE 0 A a 1 I I 138 LF OF I- 15 IE 40.10 I / �I 6" PVC @ 1.0% N; REMOVE EXIST SANITARY 155' LF OF 8" PVC SEWER 4 PLUG PIPES - I = ELEVATION =446 62 I I @ 0,4% FINISH FLOOR 1 I I WYE E„ 42.84 i 6 • ,`,�. i FINISH FLOOR , I' - ELEVATION= 444.64 W= 45 2 48 = I 48 4^ - 0 I k ,•' MA No m --MANHOLE E No � � R 8 RI .66 I IM 045.8 c4.z 1 i S E SHEET C .2 n? IE N- 37.79' C4.2 IE 8 IN= 37.27 'W IE 8" OUT= 37.69 IE 6" IN= 37.34 E 205 LF OF 6" PVC CO No 239.84 F R W IE 8" OUT 37. 17 S @ 1.0% IE = 39.39 C4.2 TER MAIN% A" �. r 1 TYP `I _. I`.. 104 LF''OF 8" PVC @ 0. 4 CO No I o W W w w WYE FOR C N 38 39 ,w - < TO PORTABLE CO No 4 � -. IE = 43. 00 -- °- - 30 LF 0 °° -- - -- -a a er PVC PROTECT EXIST TREE ROOTS DURING jFr� i "A'r,WYE I INSTALLATION OF SANITARY SEWER.; ` u F T� � TUNNEL AS NECESSARY. I ©C ��� 90 LF�F 8" SANITARY' SEWER NOTES & SPECIFICATIONS PVC @ 0.46'.,, I L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE. STANDARDS`' SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. at8 PLUG EXIST LINE THE .' AND SPECIFICATIONS OF , CITY OF 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. 1 = CONNECT NEW 8" 2. THE HOURS 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 TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO EXIST MANHOLE 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 IE = 36.8 1 -% WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED " ll BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE ' CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION SURVEYOR. LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY; -- -- -- -�-�- 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN -- IL T 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION° PREPARE MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE RUBBER GASKETS ASTM D 3034, SDR 35. 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 17. IN PAVED AREAS, MANHOLE COVERS MUST SLOPE TO MATCH 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SAME AS DESCRIBED. PAVING SLOPE. _ I 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 CR?JSHED ROCK AND MECHANICALLY s r+. e4e 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 CITY OF RENTON 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. ELEVATION DATUM - CITY OF RENTON o C 9F Izsaz �� %B] DEPARTMENT OF PUBLIC WORKS ST �lEP 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. BENCH MARK - RAILROAD SPIKE IN UTILITY POLE, 0.5' Ss CONSTRUCTION. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE UP ON NORTH SIDE OF POLE °1303, AT THE S.W. CORNER TONAL 6 (� SIERRA FIGHTS ELEMENTARY SCHOOL 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE OF THE INTERSECTION OF N.E. ISTH ST. AND SHELTON EXPIRES 4Q VV y 7 SITE WASTE WATER UTILITY t LAN SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION CONSTRUCTION. AVE. N.E. PER CITY OF RENTON FIELD BOOK 588, PG. OTHERS ON THE CONSTRUCTION SITE. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED 61 -62. CITY OF RENTON BENCH MARK "1182. DESIGNED, DLB DATE, 2 -28 -95 FILE NAME. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 17.3(D OF THE BENCH MARK ELEVATION - 429.54 DRAWN, KPL AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND SCALE, 1 " =40' FIELD Bops, PAGE, 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE CRECKED, LES WW R _ 7 2218 NO. REVISION BY APPR, DATE APPROVFIh SNEET, C2.2 OF, 4 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI c ox 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -- - -- --------