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Home My WebLink AboutS-363605I I� z o 0� W > v] \ o z� Va o�q5 O]650. 47 365 z`a i OR O zZ W o 0 N Y ' tR O z v) d zo �a WZ rx Q z Q a j O S oz z 3 f -----� SnNG A I� z o 0� W > v] \ o z� Va o�q5 O]650. 47 365 z`a i OR O zZ W o 0 N Y ' tR O OU o MRENTON CASEBDB A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON - I - - - - - N.E. 6TH PLACE --- - - - - -- - - - - -- A A' ra \x° e T.L. 102305 -9282 I 5.�PERIVATE SIEALiElA- Fqr2�. 02305 -9285 e R 20 bzoo 10 6 T.L. 102305 -9284 a I' I � �NV�398.3 F I I &'116-6, � ' J 1�I 110.'6" P 7 C.01 i 72.6 PVC NV-396.15 02.005 O 3.005 VC I I tL t ' m 0 N o I Z I. - EX. 6' CYCLONE FENCE yiLu 1 0 2PI z I I� w t I T.L. 102305 -9286 I SCALE 1" = 20' � I. I� I Q I l i f oc I I I� _ c c z 1-4 I IAA I RIM 405.31 E (MATCH GR GRAVEL 1o0 CE ACCSS INV=39288 . a I ROAD I I INV�392.88 (SW) I PRIVATE Pvc .1 9 SEWER SDESENER F J 11 � _� __ ___ v T.L�102N305 -9284 .L 102305 -9282 7- DX_4_WQQP_RAIL FENCE_ - - - - r4os ((ECC. ,� 2a'tosozoo 1045 -- -Iwo -- - - -- ----- - - - - -- TRACT 'C' OF VINEYARDS II \ - ' T - REC. 'NO. 20030305000057 S p, 75 ANOUT PERI C.O.R. STD. - - - - - - - - - / PI AN NO. 403,1 � - - - - - - - - - - r16' SANITARY - - - - - -- I EX. SSMH:.-.CEX::RAVING�I:.':.'.1 t RIM-405. 82 :: a ::. ASENIENT r r INV - 392.72 (8 "PVC -N &S) -.':.j::: I DATUM NAVD 88 BENCHMARK GAS METER v 16' -8" 1 PVC O 1.005 EX. HOUSE I mI I PEMOVE EXISTING 5 -S" y.. ::.: : IS T.L. 102305 -9446 EXISTING 15' SEWER EASEMENT r - - - REC. NO. 20040625000526 T.L. 102305 -9445 r I 410 I CITY OF RENTON NO. 15C FOUND MON I CASE CITY OF RENTON NO. 1503 1/8" COPPER PIN IN A CONCRETE POST MONUMENT, DOWN 0.7', IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH STREET AND UNION AVENUE N.E. ELEVATION-401.01 FEET 400 390 DATUM ELEV 385.00 a C a ----------- -' ` ---- - z 2 oz 3 f -----� SnNG $ N j GROAN v k PVC 0 75-B" PVC O 1-007- 1.00% r- SSMH# 1. RIM= 405.3± MATCH GROUND SURFACE) EX. SSMH INV= 392:98 (E) RIM= 405.82 INV= 392.88 (SIN) V= 392.72 (8 "PVC -N &S) SEWER PROFILE 1 " =20' HORIZ. 1 " =5' VERT. N O E-Z 0 a m OU o MRENTON CASEBDB A PORTION OF THE N.W. 114 OF THE S.W. 114 OF SECTION 10, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON - I - - - - - N.E. 6TH PLACE --- - - - - -- - - - - -- A A' ra \x° e T.L. 102305 -9282 I 5.�PERIVATE SIEALiElA- Fqr2�. 02305 -9285 e R 20 bzoo 10 6 T.L. 102305 -9284 a I' I � �NV�398.3 F I I &'116-6, � ' J 1�I 110.'6" P 7 C.01 i 72.6 PVC NV-396.15 02.005 O 3.005 VC I I tL t ' m 0 N o I Z I. - EX. 6' CYCLONE FENCE yiLu 1 0 2PI z I I� w t I T.L. 102305 -9286 I SCALE 1" = 20' � I. I� I Q I l i f oc I I I� _ c c z 1-4 I IAA I RIM 405.31 E (MATCH GR GRAVEL 1o0 CE ACCSS INV=39288 . a I ROAD I I INV�392.88 (SW) I PRIVATE Pvc .1 9 SEWER SDESENER F J 11 � _� __ ___ v T.L�102N305 -9284 .L 102305 -9282 7- DX_4_WQQP_RAIL FENCE_ - - - - r4os ((ECC. ,� 2a'tosozoo 1045 -- -Iwo -- - - -- ----- - - - - -- TRACT 'C' OF VINEYARDS II \ - ' T - REC. 'NO. 20030305000057 S p, 75 ANOUT PERI C.O.R. STD. - - - - - - - - - / PI AN NO. 403,1 � - - - - - - - - - - r16' SANITARY - - - - - -- I EX. SSMH:.-.CEX::RAVING�I:.':.'.1 t RIM-405. 82 :: a ::. ASENIENT r r INV - 392.72 (8 "PVC -N &S) -.':.j::: I DATUM NAVD 88 BENCHMARK GAS METER v 16' -8" 1 PVC O 1.005 EX. HOUSE I mI I PEMOVE EXISTING 5 -S" y.. ::.: : IS T.L. 102305 -9446 EXISTING 15' SEWER EASEMENT r - - - REC. NO. 20040625000526 T.L. 102305 -9445 r I 410 I CITY OF RENTON NO. 15C FOUND MON I CASE CITY OF RENTON NO. 1503 1/8" COPPER PIN IN A CONCRETE POST MONUMENT, DOWN 0.7', IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH STREET AND UNION AVENUE N.E. ELEVATION-401.01 FEET 400 390 DATUM ELEV 385.00 a C a \STA. 0 +75 CLEANOUT PER C.O.R. PLAN NO. 403.1 INV= 393.73 5 RECOMMENDED FOR APPROVAL 8Y By CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE UTILITY SPECIFICATIONS SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /OUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS. OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBUC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBUC RIGHT OF WAY 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.A PRE - CONSTRUCTION CONFERENCE AND A 24. HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6AT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. TPLANS APPROVED BY THE CITY OF RENTON. PUBUC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BIIILT DRAVANG OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED E. .k LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. 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,'MAOROUGHLY 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 THr SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBUC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASCETED ASTM D 3034, SDR 35. OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTLITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I 1 Call before you Dt9• 1-800- 424-5= AVOID CUTTING UIDERGROUND UTILITY UNES. ITS COSTLY 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 RESPONSBIUTY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 UNDERGROUND biRMCE (USA) Y:VOps (Jp101105BS MADISON PUCE\10Mp CADWxW1S'JSMB£NG.Mp OMiSN1 01:4720 PM PUT G� 15- 3G 3C o ----------- -' ` ---- - f -----� SnNG GROAN PVC 0 75-B" PVC O 1-007- 1.00% r- SSMH# 1. RIM= 405.3± MATCH GROUND SURFACE) EX. SSMH INV= 392:98 (E) RIM= 405.82 INV= 392.88 (SIN) V= 392.72 (8 "PVC -N &S) SEWER PROFILE 1 " =20' HORIZ. 1 " =5' VERT. N O r 0 a m \STA. 0 +75 CLEANOUT PER C.O.R. PLAN NO. 403.1 INV= 393.73 5 RECOMMENDED FOR APPROVAL 8Y By CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE UTILITY SPECIFICATIONS SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /OUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS. OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBUC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBUC RIGHT OF WAY 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.A PRE - CONSTRUCTION CONFERENCE AND A 24. HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6AT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. TPLANS APPROVED BY THE CITY OF RENTON. PUBUC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BIIILT DRAVANG OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED E. .k LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. 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,'MAOROUGHLY 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 THr SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBUC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASCETED ASTM D 3034, SDR 35. OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTLITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I 1 Call before you Dt9• 1-800- 424-5= AVOID CUTTING UIDERGROUND UTILITY UNES. ITS COSTLY 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 RESPONSBIUTY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 UNDERGROUND biRMCE (USA) Y:VOps (Jp101105BS MADISON PUCE\10Mp CADWxW1S'JSMB£NG.Mp OMiSN1 01:4720 PM PUT G� 15- 3G 3C o