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Home My WebLink AboutS-3186020 N O I � V� I i { r � F_ s � c � o d ° w a fe A °' PORTION OF THE N.E. 1/4, OF SEC. LO I t ° � 151 , TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON W J O In cr_ 3: Q Z 7 W W }- Z Q d w C as C m , m� o� _ coil W.91 so �a E wZ, ., r O x H C) z D 0 10 20 401 'SCALE 1 " 40" LEGEND D'' WATER VALVE o } FIRE HYDRANT x H C) z D 0 10 20 401 'SCALE 1 " 40" \I 1 .I /r I RIM =411.84 Lz INV=407.24 (12 0ADS -N) INV=407.24 (120ADS --S) I "`V '*4 SSW# 1 -48" CONSTRUCT MANHOLE , r I OVER DOS71NG SEWER RIM =4125 (MATCH PAVING). ---- 1 EX. INV=3l6r44 (VERIFY) 77) NEW INV =300.3Q (8"PVC -E) I O I� I i I EX. CS RIM =411,47 INV =406.47 (1YADS -N) INV =4013.47 (12"ADS --S) I I: I THESE PLANS ARE "'AS- BUILT" AND THE I'NIFORMA JON SHO'vVN ACCURATELY IRF'- LErCTS EXISTIN"'I A MELD CONDV'T C NS AS OF THIS CL _ATE; 04'•�" X: a in c5 Or � d o° a ti a � ce qr 0 OD �LA_ LA_ r 0) >? m o 0 2 W cu N O I I i I °o LEGEND D'' WATER VALVE o } FIRE HYDRANT ® WATER IME'TER ❑ CATCH BAS SIN (S� SEWER MAVMIHCX..E A_T STREETLIGHIII \I 1 .I /r I RIM =411.84 Lz INV=407.24 (12 0ADS -N) INV=407.24 (120ADS --S) I "`V '*4 SSW# 1 -48" CONSTRUCT MANHOLE , r I OVER DOS71NG SEWER RIM =4125 (MATCH PAVING). ---- 1 EX. INV=3l6r44 (VERIFY) 77) NEW INV =300.3Q (8"PVC -E) I O I� I i I EX. CS RIM =411,47 INV =406.47 (1YADS -N) INV =4013.47 (12"ADS --S) I I: I THESE PLANS ARE "'AS- BUILT" AND THE I'NIFORMA JON SHO'vVN ACCURATELY IRF'- LErCTS EXISTIN"'I A MELD CONDV'T C NS AS OF THIS CL _ATE; 04'•�" X: a in c5 Or � d o° a ti a � ce qr 0 OD �LA_ LA_ r 0) >? m o 0 2 W cu N O I I i I °o qw I* EX. SS RIM =411.43 INV =397.23 (8"PVC -N) INV =396.93 (8"PVC -S) I I i I I I EX.SS I RIM =407.57 INVw JIM. 57 (8"PVC -s I INV =30.47 (8"PVC -N) INV =30.27 (80PVC -E) I I I I I F3 Mi3d- 411.62 NOTE INV`404'32 (8-PVC-N) 6" PVC SIDE SEWERS II»Iw40o.42 (8"PMC -S) TO BE MIN. 270 51JOK I I EX. CO -FN M =410.62 IMV=407.92 (12"ADS -S) I h I t , I i II I EX. C8 N =409.05 I I IIIIV =405..95 (12" N) INIV=40&0 (12" Mf -S) I N F--- s = A o""* 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE o } SAWCUT AND 0) �- PAVING t PM ELEV =409.60 M 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD a 30' TYPE III m 3 W BARRICADE N C 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY L.._ 1 s +- W o 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE Z; 0 Q O 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO t00 O OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. IIIA " PVC 7. 1 !o 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB o CONSTRUCT S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH Q V o a 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE � � W a II OVER EXI"NG t � ` LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF V) O M&w412.5 (MATCH E 5) DESCRIBED. STA. 3+00 d EX NV =i�1:4'! ( CL CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE Q- I C aU'c NEW INV=36d ( > / H HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE r1 R11w•4Ae;T5 PER CITY OF RENTON CURRENT STANDARDS, 1• 40 A V J•1 ��' i 11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD. M N r Z FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A 3 qw I* EX. SS RIM =411.43 INV =397.23 (8"PVC -N) INV =396.93 (8"PVC -S) I I i I I I EX.SS I RIM =407.57 INVw JIM. 57 (8"PVC -s I INV =30.47 (8"PVC -N) INV =30.27 (80PVC -E) I I I I I F3 Mi3d- 411.62 NOTE INV`404'32 (8-PVC-N) 6" PVC SIDE SEWERS II»Iw40o.42 (8"PMC -S) TO BE MIN. 270 51JOK I I EX. CO -FN M =410.62 IMV=407.92 (12"ADS -S) I h I t , I i II I EX. C8 N =409.05 I I IIIIV =405..95 (12" N) INIV=40&0 (12" Mf -S) I N F--- s = A 411 Jv_1F,_vvtTA 390.010 ROLL 21n9 CENTERLINE o""* 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE o } SAWCUT AND MATCH AT �- PAVING 411 Jv_1F,_vvtTA 390.010 ROLL 21n9 CENTERLINE o""* 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE REMOVE EXIS NG + o PM STA = 1 +50 DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA PAVING t PM ELEV =409.60 M 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD w A.D. * 1.50 + K ►6.67 N 30' TYPE III m BARRICADE 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY L.._ 1 - - - - -- W +- W 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 t00 O OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS " PVC 7. 1 !o 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB CONSTRUCT S. 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. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 INCHES. II OVER EXI"NG t ` LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO M&w412.5 (MATCH PAVN�IG) 5) DESCRIBED. STA. 3+00 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EX NV =i�1:4'! ( 3 CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE SSYFiO 2 -48" I C CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED NEW INV=36d ( VC -E) / H HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE r1 R11w•4Ae;T5 PER CITY OF RENTON CURRENT STANDARDS, 1• f 11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD. - 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 S. . 1 ST PLA E SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLACEMENT 1 " =40' HORIZ. 'j► G GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE W'"�`•'•++ S BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE 1"-4* VERT. PIPE. h P n0 40 �h o o .0) 0 0 . N 0 � I r I INV =37.37 (120ADS -E) ` \I I � I jF F e EX CB I I RIM=403.38 INV=397.18 (12" =s) I I INV=387.1 a (12" E) I. V 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) �..1 RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON Q CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 Go �.�- INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN ,- C4 PAVED AREA. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. w I� 30' / Calla bofore you rl Digs 1=800424mmmirmw SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IrS COSTLY 11/30 /04 RECOMMENDED FOR APPROVAL wf CHECKED FOR COMPLIANCE TO CITY STANDARDS WE cm 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 UT LITIES 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. SCANNED MAY 012006 0Q'$ . `► M 4 SANITARY SEVAER N07ES AND SPECIFICATIONS 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 410 S 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 t00 O 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. S. 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. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH 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 I C CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT / H HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE 7 -- P PER CITY OF RENTON CURRENT STANDARDS, f 11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD. 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 SPEOFICATIONS 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 'j► G GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE W'"�`•'•++ S BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. h P 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) �..1 RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON Q CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 Go �.�- INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN ,- C4 PAVED AREA. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. w I� 30' / Calla bofore you rl Digs 1=800424mmmirmw SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IrS COSTLY 11/30 /04 RECOMMENDED FOR APPROVAL wf CHECKED FOR COMPLIANCE TO CITY STANDARDS WE cm 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 UT LITIES 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. SCANNED MAY 012006 0Q'$ . `► M 4