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Home My WebLink AboutS-3636061 n OW z::� �a W Z �z Q �9 OW zy A :4 Z_ �qm4 3f W w 2 a zn M.. a = =w uU ww o z 1Y x 1�1 chi -a Z N W o O N w�Y v �w w 0 e M a N w w M Fz wQ z.. N G o- z w W a$a /1 3 Uw oz 1� J✓ O la 1 n OW z::� �a W Z �z Q �9 OW zy A :4 Z_ �qm4 3f W w 2 a zn M.. a = =w uU ww o z 1Y x 1�1 chi -a Z N W o O N w�Y v �w w 0 e z z w $ a �'----E z 0 O 3 0 > 11 2 } w I PVC ® Lam a5 0.5��b A SSMH# 1 RIM = 466.-3± yt95.z fe Of EX. SSMH INV= 392:98 (E) gQ "gjp RIM = 405.82 ma V =59 2 (B"PVC—N &S) q�I 31t,�p��11� J 2,IP4 1 " =20' HORIZ. a 3 5) �. 1 " =5' VERT. Sao O O n N O O to zo � K �IO Z I I 1 I 1 1 1 , Z W Lu Z Q z I O Z � I CITY OF RENTON NO. 806 FOUND MON. IN 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 �— — — — — — — — — I I I — T.L. 102305 -9282 T.L. 102305 -9286 — — — \ A \ s 5' PRIVATE ( SIDE SEWER EASEMENT FOIT. L. T.L. 102305 -8282 , a R 01.400 \ a v I 6, 72 01 / EX. 6• CYCLONE SSMH# 1 RIM= 12' WIDE 4G8:d3 �CfJ .ZB GRAVEL (MATCH GROUND SURFACE ACCESS 3gZ'g61 INV=3 V8 (SW) ROAD 3,Z.1 --4-- -4oa . / a ' ' TRACT C OF VINEYARDS � I REC. NO. 20030305000057 — — — — — — — — — — / I IygT.69(a) RIM=40582 E PAV NG f INV -e92,;2 (8 "PVC -N &S) ' 3 q c 1Z.(c� GAS METER .L .... _.:.. c EX. HOUSE I i� I 18 1 T.L. 102305 -9446 O 9 N n lot STA. D+63 PVC SIDESEWER FOR T.L 102305 -9282 — I -9285 1046 &_�11( O I I I ^ � i J J r �: Q I 1 0 1w W i2 O I iU 1 I Lia a I OL'� iv y O+ IQO On I Ia d I . PVC --- - - - - --- T.L. 102305 -9284 H I °z I 0 5 10 20 I I SCALE 1" = 20' 10' PRIVATE SIDE SEWER EASEMENT FOR �EX._4'_WOOD RAILFENCE — T.L 102305 -9284 — _ _ RECC�t3 201E O50 zoo 1095 -- /-J,CLEANOUT PER C.O.R. STD. 1 PLAN NO. 403.1 JELV 393:7,' — — — — — t I6' SANITARY k4loo D �) SANITARY / j✓Br N� y (EASEMENT q. a3/ TRACT �A -B" I PVC O 1.BBm A: / IOVE EXISTING 5' -8' STUB O 0.507. EXISTING 15' SEWER EASEMENT I— — — — I +° REC. NO. 20040625000526 T.L. 102305 -9445" ° 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 410 400 390 I DATUM ELEV 385.00 N �8 \1_1__STA. 0+73' CLEANOUT PER C.O.R. PLAN NO. 403.1 INV= 393.73 CC'v`o t4o aa T e�rJ I II I I —{I — — — — — — — J a o �O 11 In. Nom/ THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING. FIELD CONDITIONS AS OF THIS DATE: l (3 WILLIAM SH PE LM ERG LS 11332 5- 363606 RECOMMENDED FOR APPROVAL BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE AP: S -36 34 o(o UTILITY SPECIFICATIONS SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH HE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS D'.'ARTMENT 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 DEPARTMENT. AN APPROVED TRAFFIC CONTx< PLAN MUST BF 09TAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPRUXMATE 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 -HALL BE REOUIRFD 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 BACKFIWNG ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES Or CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND nTHERS ON THE CONSTRUCTION SITE. 6.IT 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, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. S.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 . N AS- 91I ;LT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNLO 5. ., LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN I AYERS WITH A EACH LAYER TO 95 PER LOOSE AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8 INCHES. �!4OROUGM_Y TAMPING F CE NT 0 MAXIMUM DENSITY. THESE COMPACTL./ 1_AYERS MUS'i EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO TFI: SIDE C:" THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. It. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELC, 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 METE:' AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 MFRS UNI 19S 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 OTHERWI STABIU'_EJ 10 , SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SIiE EROSION AFTER COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION-. OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROV D AND IAODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. DIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF TFIE rOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MAT - RIA1_. FO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORT::) ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES Ai•i,V: AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS CO, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AN') 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. Call before you Dig. 1- 800 - 424 -5555 AVOID CUTTING , " ^ERGROUND UTILITY LINES. IT'S 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 RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTIUTIES NOT SHOW! IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -424 -5555 UNDFRCROUND SERVICE (USA) C-IJ 11 S- 3� 31� f/ I Ywm(mlatosa+w,olsow PUCntaza Eno 'nwt +etsozsexe wo ovtwt al use nt voT �'----E STINC GROAN 11 2 I PVC ® Lam 8" PVC 01. 0.5��b SSMH# 1 RIM = 466.-3± yt95.z fe MATCH GROUND SURFACE) EX. SSMH INV= 392:98 (E) gQ "gjp RIM = 405.82 INV = 392'±.88 (SW) 3cl7 V =59 2 (B"PVC—N &S) q�I 31t,�p��11� SEWER PROFILE 2,IP4 1 " =20' HORIZ. 3 5) �. 1 " =5' VERT. O O n N O O to �8 \1_1__STA. 0+73' CLEANOUT PER C.O.R. PLAN NO. 403.1 INV= 393.73 CC'v`o t4o aa T e�rJ I II I I —{I — — — — — — — J a o �O 11 In. Nom/ THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING. FIELD CONDITIONS AS OF THIS DATE: l (3 WILLIAM SH PE LM ERG LS 11332 5- 363606 RECOMMENDED FOR APPROVAL BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE AP: S -36 34 o(o UTILITY SPECIFICATIONS SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH HE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS D'.'ARTMENT 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 DEPARTMENT. AN APPROVED TRAFFIC CONTx< PLAN MUST BF 09TAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPRUXMATE 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 -HALL BE REOUIRFD 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 BACKFIWNG ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES Or CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND nTHERS ON THE CONSTRUCTION SITE. 6.IT 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, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. S.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 . N AS- 91I ;LT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNLO 5. ., LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN I AYERS WITH A EACH LAYER TO 95 PER LOOSE AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8 INCHES. �!4OROUGM_Y TAMPING F CE NT 0 MAXIMUM DENSITY. THESE COMPACTL./ 1_AYERS MUS'i EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO TFI: SIDE C:" THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. It. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELC, 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 METE:' AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 MFRS UNI 19S 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 OTHERWI STABIU'_EJ 10 , SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SIiE EROSION AFTER COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION-. OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROV D AND IAODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. DIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF TFIE rOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MAT - RIA1_. FO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORT::) ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES Ai•i,V: AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS CO, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AN') 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. Call before you Dig. 1- 800 - 424 -5555 AVOID CUTTING , " ^ERGROUND UTILITY LINES. IT'S 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 RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTIUTIES NOT SHOW! IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -424 -5555 UNDFRCROUND SERVICE (USA) C-IJ 11 S- 3� 31� f/ I Ywm(mlatosa+w,olsow PUCntaza Eno 'nwt +etsozsexe wo ovtwt al use nt voT