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Home My WebLink AboutS-340001e V m & ao CD o0 �2 � o i 0 ma ._ - -- ._ E OJ _. -_ - W - zv ~�a zg m w~ 0 x o_ \ 17 Y W a 6; ro Z gg2 S °o Lo 4x1 IL E N. E. 1/47 OF SEC. 157 N., ■' W.M. CITY OF RENTiON7 WASHINGTON Oy KZ Z y Z V (p} W �007 0 5 10 20 � r EX. CB �Z,, TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND o I i " ` RIM= 436.31 r INV= 432.56 (12 ADS-N) - NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH Z y INV= 432.65 (12 "ADS -S) / "ADS BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. o w '-EX. CB INV= 432.65 (12 -W / 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE Q STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION o RIM = 437.23 _ INV= 430.58 (12"ADS -W) a ----- - I INV= 430.58 (12 "ADS Fa -� - STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE - - - -- ------ - - - - -- I -- - - - --_ __ -SD I EX. CB 04 -4--- RIM = 437.15 y -_ UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL n W M+4 D_ SD - SD - I EX. CB RIM =jk36 87 ^=- INV=X4.33-2-0 1OADS -N) ® z W EX. SSMH -w -w -w RIM= 437.90 INV=433.1b rB-P `VC --Tq)- w -,yl -w w w MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST 0 IN V= 433.10 (8"PVC -E) 0 I s s s -- s _ _ - 1�1 o MATCH EX. N.E. ti --- s s �_ s _.-- s -'"- s s a A a �4 CURB /GUTTER h s --- s u & SIDEWALK a Z EX. SI EWALK a. � d -_ - Q S88'22'17 "E e V m & ao CD o0 �2 � o i 0 ma ._ - -- ._ E OJ _. -_ - W - zv ~�a zg m w~ 0 x m� a o_ - - - - - - - - - - - - z 0 ^7 O 0 z w w 0' I CD EU 0 1 (') t- i m 3 m N ' 0 I- - - - - - P- �D i C31 ' O c° Z INV= 425.83 (8"PVC -N) INV= 425.73 (8 "PVC -S) I EX. CB RIM= 433.57 INV= 429.47 (12 "ADS -N) INV= 429.47 (12 "ADS -E) INV = 429.47 (12"ADS -S) e -s S �s n H I �I N 00 `n \ o � \� I w __ w EX. �SSMH y RIM -4S8_._ff6w w -� I INV= 430.51 (8 "PVC -N) s INV= 430.51 (8 "PVC -E) ti INV= 430.46 (8"PVC -W) INV= 430.46 (8 "PVC -S) 3 s s -s -s -� i / EX. CB RIM= 438.48 �- INV -433 fi3 (12 "ADS N) 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. 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. 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. x x� U INV= 433.63 (12 "ADS -S) LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM z Oy KZ Z y Z V (p} W �007 0 5 10 20 �Z,, TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND o SCALE 1 = 208 MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE wll NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A --------- m� a o_ - - - - - - - - - - - - z 0 ^7 O 0 z w w 0' I CD EU 0 1 (') t- i m 3 m N ' 0 I- - - - - - P- �D i C31 ' O c° Z INV= 425.83 (8"PVC -N) INV= 425.73 (8 "PVC -S) I EX. CB RIM= 433.57 INV= 429.47 (12 "ADS -N) INV= 429.47 (12 "ADS -E) INV = 429.47 (12"ADS -S) e -s S �s n H I �I N 00 `n \ o � \� I w __ w EX. �SSMH y RIM -4S8_._ff6w w -� I INV= 430.51 (8 "PVC -N) s INV= 430.51 (8 "PVC -E) ti INV= 430.46 (8"PVC -W) INV= 430.46 (8 "PVC -S) 3 s s -s -s -� i / EX. CB RIM= 438.48 �- INV -433 fi3 (12 "ADS N) 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. 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. 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. x Ld INV= 433.63 (12 "ADS -S) LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM z Y i as Qq 0 5 10 20 -� 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND SCALE 1 = 208 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. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. o w RIM= 437.33 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE -� -- INV = 432.18 (1 2-ADS-N) STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION o OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. m� a o_ - - - - - - - - - - - - z 0 ^7 O 0 z w w 0' I CD EU 0 1 (') t- i m 3 m N ' 0 I- - - - - - P- �D i C31 ' O c° Z INV= 425.83 (8"PVC -N) INV= 425.73 (8 "PVC -S) I EX. CB RIM= 433.57 INV= 429.47 (12 "ADS -N) INV= 429.47 (12 "ADS -E) INV = 429.47 (12"ADS -S) e -s S �s n H I �I N 00 `n \ o � \� I w __ w EX. �SSMH y RIM -4S8_._ff6w w -� I INV= 430.51 (8 "PVC -N) s INV= 430.51 (8 "PVC -E) ti INV= 430.46 (8"PVC -W) INV= 430.46 (8 "PVC -S) 3 s s -s -s -� i / EX. CB RIM= 438.48 �- INV -433 fi3 (12 "ADS N) 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. 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. 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. x �IGONAL�' EXPIM 11/30/08 I EX. CB RIM = 433.38 ! INV= 430.28 (12"ADS -W) NOTE: 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. V. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN INV= 433.63 (12 "ADS -S) 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 :j 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. 0 5 10 20 -� 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND SCALE 1 = 208 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. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. EX. CB RIM= 437.33 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE -� -- INV = 432.18 (1 2-ADS-N) STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION INV = 432.18 (12 "ADS -S) 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 I EX. CB PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM -4--- RIM = 437.15 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A INV= 434.55 (12 "ADS -W) UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. I 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. �IGONAL�' EXPIM 11/30/08 I EX. CB RIM = 433.38 ! INV= 430.28 (12"ADS -W) NOTE: 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.