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HomeMy WebLinkAboutS-3636031 0 \ s � H 8 YV � UD ,z J rA M 0 EXISTING UTILITY LOCATONS 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 y Wz° ,6 e/%/% 24-SM ��V 1 w¢ N o dam Q W v2 a W � a N ozz !J� Q 1 0 \ s � H 8 YV � UD cn co z� c9 g a =qq w O w�So rg =_wid6= !� :e w� i� 4� Y O Y MWg II o RgY -R 1 r" Iw 11 I I 11221 o I I 'I ILI Q O Z I I I I I I I I I I I I I I DATUM NAVD 88 BENCHMARK CITY OF RENTON NO. 806 FOUND MON. 1N CASE 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 N.E. 6TH PLACE --------------- \ O B v I uj z w Iz Q I z I 0 z � I T.L. 102305 -9282 \° I , I 5 "PRIVATE SID - Qrr�. L. 0230 T.L. 02305-9282 oz,o -- __7 - -- -- - - - --- - - - - -- -: -- I i - - -- 72'-6 PVC NV­396.5111 O 3600% EX. 6' CYCLONE FENCE I 1000��y -6• P I /02. T.L. 102305 -9286 / SSMH/ 1 12' WIDE RIM 405.3* GRAVEL (MATCH GROUND SURFACE ACCESS INV - 392.98 (E) ROAR INV=392.88 (SW) A. 0+63 PVC SIDESEWER F I- - - - - - - - - - F408 .L 102305 -9282 --- - - - - -- A0 � I -9285 o�b T.L. 102305 -9284 NV- 396.37 110' -6• PVC. I 1I O 2.00% x I lo� z I 0 5 10 20 SCALE 1" = 20' ii I rc IN i °° I6'i A ! lio m � " + ! 10' PRIVATE ° SIDE SEWER I` F EASEMENT FOR TRACT 'C' OF VINEYARDS II I . REC. NO. 20030305000057 / ; J. ?; `' 75' -8• Pv o . I" ........... :. . :.T'.... rib' SANITARY EX. SSMH : : : :: % -EX.:: RAVING;'::. R RIM - 405.82 - r^'�,`.` ASEMENT INV= 392.72 (8"PVC -N85) o 'g8' ............ GAS METER .. I... I1... 6--ri PVC 01.00% .... REMOVE EXISTING T -8" EX. HOUSE N1 I PVC STUB O 0.50% T.L. 102305 -9446 _I o EXISTING 15' SEWER EASEMENT I- REC. N0. 20040628000526 2305- 9445 410 I CITY OF RENTON NO. 15C FOUND MON I CASE 400 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 390 I DATUM ELEV 885.00 cq to a E7L_4_V100D RAIL FENCE_ T.L 102305 -9264 REG�. if a az oso zoo 1 oq5 I it TACO. F 75 - - - - - - LEANOUT PERT C.O.R. STD. 'LAN NO. 4030 Lwazw l- - - - - - - - - - - - - - - - - _j TRACT 'A' ,z J rA NOTE: bofwe you Dt9" +a EXISTING UTILITY LOCATONS 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 Wz° ,6 e/%/% 24-SM ��V Q AVOID CUTTING UNDERGROUND UTILITY LINES ITS COSTLY Z Q a cm z A cn co z� c9 g a =qq w O w�So rg =_wid6= !� :e w� i� 4� Y O Y MWg II o RgY -R 1 r" Iw 11 I I 11221 o I I 'I ILI Q O Z I I I I I I I I I I I I I I DATUM NAVD 88 BENCHMARK CITY OF RENTON NO. 806 FOUND MON. 1N CASE 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 N.E. 6TH PLACE --------------- \ O B v I uj z w Iz Q I z I 0 z � I T.L. 102305 -9282 \° I , I 5 "PRIVATE SID - Qrr�. L. 0230 T.L. 02305-9282 oz,o -- __7 - -- -- - - - --- - - - - -- -: -- I i - - -- 72'-6 PVC NV­396.5111 O 3600% EX. 6' CYCLONE FENCE I 1000��y -6• P I /02. T.L. 102305 -9286 / SSMH/ 1 12' WIDE RIM 405.3* GRAVEL (MATCH GROUND SURFACE ACCESS INV - 392.98 (E) ROAR INV=392.88 (SW) A. 0+63 PVC SIDESEWER F I- - - - - - - - - - F408 .L 102305 -9282 --- - - - - -- A0 � I -9285 o�b T.L. 102305 -9284 NV- 396.37 110' -6• PVC. I 1I O 2.00% x I lo� z I 0 5 10 20 SCALE 1" = 20' ii I rc IN i °° I6'i A ! lio m � " + ! 10' PRIVATE ° SIDE SEWER I` F EASEMENT FOR TRACT 'C' OF VINEYARDS II I . REC. NO. 20030305000057 / ; J. ?; `' 75' -8• Pv o . I" ........... :. . :.T'.... rib' SANITARY EX. SSMH : : : :: % -EX.:: RAVING;'::. R RIM - 405.82 - r^'�,`.` ASEMENT INV= 392.72 (8"PVC -N85) o 'g8' ............ GAS METER .. I... I1... 6--ri PVC 01.00% .... REMOVE EXISTING T -8" EX. HOUSE N1 I PVC STUB O 0.50% T.L. 102305 -9446 _I o EXISTING 15' SEWER EASEMENT I- REC. N0. 20040628000526 2305- 9445 410 I CITY OF RENTON NO. 15C FOUND MON I CASE 400 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 390 I DATUM ELEV 885.00 cq to a E7L_4_V100D RAIL FENCE_ T.L 102305 -9264 REG�. if a az oso zoo 1 oq5 I it TACO. F 75 - - - - - - LEANOUT PERT C.O.R. STD. 'LAN NO. 4030 Lwazw l- - - - - - - - - - - - - - - - - _j TRACT 'A' �STA. 0 +75 CLEANOUT PER C.O.R. PLAN NO. 403.1 -INV= 393.73 5- 363601 RECOMMENDED FOR APPROVA 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 /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. 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/PUBLIC WORKS DEP�PRTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST. BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC 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 NOTCESHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 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 BACKFILLING ALL CONSTRUCTION. S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS 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 -BI TILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED B. .1 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.' 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 TH =. 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 UNLFSS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC 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 SUPPORTW 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 GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 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. Gail NOTE: bofwe you Dt9" +a EXISTING UTILITY LOCATONS 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 ,6 e/%/% 24-SM ��V NOT SHOWNLL UTILITIES NOT DIG: 800 - 424 -5555 PROPER LOCATION. AVOID CUTTING UNDERGROUND UTILITY LINES ITS COSTLY UNDERGROUND ScRIACE (USA) ' --- f STING GROUN PVC O 75 8" PVC 0 1-WW- 100% SSMH# 1 7MATCH RIM= 405.3± GROUND SURFACE) EX. SSMH INV= 392.98 (E) RIM = 405.82 INV= 392.88 (SW) V= 392.72 (8 "PVC -N &S) SEWER PROFILE 1 " =20' HORIZ. 1 " =5' VERT. O ui 7 7 of M �STA. 0 +75 CLEANOUT PER C.O.R. PLAN NO. 403.1 -INV= 393.73 5- 363601 RECOMMENDED FOR APPROVA 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 /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. 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/PUBLIC WORKS DEP�PRTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST. BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC 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 NOTCESHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 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 BACKFILLING ALL CONSTRUCTION. S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS 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 -BI TILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED B. .1 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.' 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 TH =. 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 UNLFSS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC 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 SUPPORTW 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 GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 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. Gail NOTE: bofwe you Dt9" +a EXISTING UTILITY LOCATONS 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 ,6 e/%/% 24-SM ��V NOT SHOWNLL UTILITIES NOT DIG: 800 - 424 -5555 PROPER LOCATION. AVOID CUTTING UNDERGROUND UTILITY LINES ITS COSTLY UNDERGROUND ScRIACE (USA) ' / Y:J00s(41101105B0 MADISON PIACE\tOSSi CODtlwp11W302 &EN6Mry 0¢MMI 01A7MPMPDT