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HomeMy WebLinkAboutS-330006a 1­ Ez �x U Z Q Z Z Z O _ Joy Z = F W Q W U 0 N s© ©.s® .,.- I 9 ' l ... Mo 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. 2. 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 SPECIFICATIONS. 3. 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. 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. I r�1 �1 � � a�:(ll:M #li ► [13.�1;s?l�' ►�:14�1Y l i l ��i1 � I��`� 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 500 1- -1 -- - - 9. BACKFILL 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 UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED 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 BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. R 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. -48.0 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 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 SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 460 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 DIRECTIONS TO MATCH PAVING. EXPIRES to /11/ 420 2 ,. _ ; G + 1+ 2 +4 Q� 0� Z 0 n 0°� q alp o tN-1 k fn. s %1 4 C6 27 +20 26 +40 25 +60 24 +80 24 +00 - - -- - FF 424.5 v` MFF 420.5 MFF 424.5 EXISTING GRADE FF 414.5 $ O I 30 • W 416.5 z nn 0 0® > W W z W U) Z K -- Y Z 0 O Q I m I U) I 436.94 436.94 IN NE 8" PVC a s© ©.s® .,.- I 9 ' l ... Mo 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. 2. 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 SPECIFICATIONS. 3. 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. 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. I r�1 �1 � � a�:(ll:M #li ► [13.�1;s?l�' ►�:14�1Y l i l ��i1 � I��`� 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 500 1- -1 -- - - 9. BACKFILL 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 UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED 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 BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. R 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. -48.0 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 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 SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 460 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 DIRECTIONS TO MATCH PAVING. EXPIRES to /11/ 420 2 ,. _ ; G + 1+ 2 +4 Q� 0� Z 0 n 0°� q alp o tN-1 k fn. s %1 4 C6 27 +20 26 +40 25 +60 24 +80 24 +00 - - -- - FF 424.5 v` MFF 420.5 MFF 424.5 EXISTING GRADE FF 414.5 $ O I 30 • W 416.5 i nn ..,,: SSMH 93 I IE 415 3 I 436.94 436.94 IN NE 8" PVC 18 STC M IE 414.01 y IE e6:55- � - 12" STORM LOT MIN. FF (TYP.) 6" SS STUB 426.44 IN S 8" PVC 426.44 IN SE 8" PVC s© ©.s® .,.- I 9 ' l ... Mo 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. 2. 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 SPECIFICATIONS. 3. 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. 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. I r�1 �1 � � a�:(ll:M #li ► [13.�1;s?l�' ►�:14�1Y l i l ��i1 � I��`� 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 500 1- -1 -- - - 9. BACKFILL 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 UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED 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 BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. R 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. -48.0 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 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 SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 460 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 DIRECTIONS TO MATCH PAVING. EXPIRES to /11/ 420 2 ,. _ ; G + 1+ 2 +4 Q� 0� Z 0 n 0°� q alp o tN-1 k fn. s %1 4 C6 27 +20 26 +40 25 +60 24 +80 24 +00 - - -- - FF 424.5 v` MFF 420.5 MFF 424.5 EXISTING GRADE FF 414.5 $ O I 30 W 416.5 nn ..,,: SSMH 93 -enn IE 415 3 RIM IE IE 436.94 436.94 IN NE 8" PVC 18 STC M IE 414.01 +�> � IE e6:55- 426.26 OUT W 8" PVC - 12" STORM LOT MIN. FF (TYP.) 6" SS STUB 426.44 IN S 8" PVC 426.44 IN SE 8" PVC o (rep.) pvC D.p607F� \ _ 'LOTS 32 & 33 6" SS STUB i LF $� 18" (MIN) 5' UNDER THE It Z MIFF 458.5 tAB) 15 SSMH 8 0 04 �1w w SSMH 11 RIM 422.46 422.57 MFF 460.5 SSMH 12 IE IN- -�t3:9@- 413.03 IN E 8" PVC MFF 459.0 i " PYC SSMH 7 _ IE 9H�- q}2;+gg412.92.OUT W 8" PVC o V) ; ®M J AOn RIM 44 M9 412.67 412.95 IN ­N Ir PVC RIM 461.69' 461.66 -r vv i0 IE IN 48336- 403.57 IN ,E 8" PVC > 6" D.1., _ F.H. RUN 1 X12" STORM 46(}_ IE OUT - 4f}3:46- 403.57 IN ,S 6" PVC 0 /FT PVC 403.50 OUT W 8" PVC :80- 411.72 SSMH 10 IE OUT 450.08 450.12 8" PVC e-7:?- 402.84 IN E 8" PVC 452.13 402.81 OUT FNW 8" PVC RIM 45s.3- 18" PVC _ _ 440, ® 8" PVC W 8" PVC S 3QQ2(EXjS11NQ)2 I s 2121, IE OUT- 446.99A- NE 5TH STREET PRIVATE ACCESS S 6" SS STUB. +20 4 +00 4 +80 5 +60 _ 6 +40 _ W _ _ 4bu IN IE 4.52.55 z W fLt +�> � co of 12" STO LOT MIN. FF (TYP.) o NIw = Z o FlpeSHED ..U)m -- VC l - 0.0266FT/F 1 _ i 18" (MIN) 5' 27' Z MIFF 458.5 48 FF 460:5 0 04 �1w w SSMH 11 MFF 460.5 SSMH 12 o ®'us MFF 459.0 i o V) ; ®M J - - - -- - -- ------------ - -' - RIM 461.69' 461.66 - - -- --- - - - - -- -- -- > 6" D.1., _ F.H. RUN 1 X12" STORM 46(}_ - 0 /FT PVC It OUT IE 4.52.55 12" STO (AB) 203 LF .8 VC. S- 001FT%FT __ _ _ _ 2.5' -- VC l - 0.0266FT/F 18" (MIN) 5' 27' 127 SSMH 11 SSMH 12 RIM i 4-59.90 459.69 RIM 461.69' 461.66 IE 4N 45 - 450.13 E 8" PVC It OUT SSMH 10 IE OUT 450.08 450.12 8" PVC 452.13 RIM 45s.3- _ _ 440, . IE IN 446.80 IE OUT- 446.99A- 6" SS STUB. (TYP•) LOTS 48, 49 & 50 6" SS STUB 5' UNDER THE PL NE film STR-EFT )T 47 6" SS STUB 5' UNDER THE R RECOMMENDED FOR APPROVAL 420 BY r_� 00- Lc) Ln L-0 07 -- L0 O; c \1 NI N; Nj BY BY 23 +20 22 +40 21+60 _ 20 +80 20 +00 OF 16 DRS PROJECT NO. 05286 M: \05 \286 \plots \2 \AS BUILT \2AB- 16- 3SSPR5286.dwg 12/7/2007 3:23: 49 PM PST S 10%111 lk 1 IT AlK T COPYRIGHT © 2005, D.R. STRONG CONSULTING ENGINEERS INC.