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HomeMy WebLinkAboutzS-2218SetSCALE: 1 " =40' 1 1 fr - - - - - - - - - - - - - - -.- - - - - - - - - - - - - -' - - - - -- - _ , - I ' �a 1 x 1- e a . i I i GYMNASIUM I' z FLO o 0 I I MANHOLE No 3 2 FINISH R 48' c4.z ELEVATION - _.. 43 RIM =. 50 I 442.69 � IE 6" IN= 38,58 REMOVE 1 I I IE 8" OUT= 3P.41 EXIST MH LI i/i CO NO 3 cn Ij - - 40.-1 LUS PfP�S lE 0 A a 1 I I 138 LF OF I- 15 IE 40.10 I / �I 6" PVC @ 1.0% N; REMOVE EXIST SANITARY 155' LF OF 8" PVC SEWER 4 PLUG PIPES - I = ELEVATION =446 62 I I @ 0,4% FINISH FLOOR 1 I I WYE E„ 42.84 i 6 • ,`,�. i FINISH FLOOR , I' - ELEVATION= 444.64 W= 45 2 48 = I 48 4^ - 0 I k ,•' MA No m --MANHOLE E No � � R 8 RI .66 I IM 045.8 c4.z 1 i S E SHEET C .2 n? IE N- 37.79' C4.2 IE 8 IN= 37.27 'W IE 8" OUT= 37.69 IE 6" IN= 37.34 E 205 LF OF 6" PVC CO No 239.84 F R W IE 8" OUT 37. 17 S @ 1.0% IE = 39.39 C4.2 TER MAIN% A" �. r 1 TYP `I _. I`.. 104 LF''OF 8" PVC @ 0. 4 CO No I o W W w w WYE FOR C N 38 39 ,w - < TO PORTABLE CO No 4 � -. IE = 43. 00 -- °- - 30 LF 0 °° -- - -- -a a er PVC PROTECT EXIST TREE ROOTS DURING jFr� i "A'r,WYE I INSTALLATION OF SANITARY SEWER.; ` u F T� � TUNNEL AS NECESSARY. I ©C ��� 90 LF�F 8" SANITARY' SEWER NOTES & SPECIFICATIONS PVC @ 0.46'.,, I L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE. STANDARDS`' SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. at8 PLUG EXIST LINE THE .' AND SPECIFICATIONS OF , CITY OF RENTON AND THE LATEST EDITION 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER OF THE WSDOT /APWA'STANDARDS AND SPECIFICATIONS. CONSTRUCTION IS IN PROGRESS. 1 = CONNECT NEW 8" 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL; BE LIMITED TO 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO EXIST MANHOLE 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND IE = 36.8 1 -% WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED " ll BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE ' CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION SURVEYOR. LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY; -- -- -- -�-�- 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN -- IL T 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION° PREPARE MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE RUBBER GASKETS ASTM D 3034, SDR 35. BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS - ASSOCIATION, PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 17. IN PAVED AREAS, MANHOLE COVERS MUST SLOPE TO MATCH 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SAME AS DESCRIBED. PAVING SLOPE. _ I SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY. THE TRUE AND 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. ROADWAY SHALL BE BACKFILLED WITH CR?JSHED ROCK AND MECHANICALLY s r+. e4e 5. A PRECONSTRUCTION CONFERENCE AND 'A 24 HOUR NOTICE SHALL BE REQUIRED COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT CITY OF RENTON CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CITY OF RENTON CURRENT STANDARDS. ELEVATION DATUM - CITY OF RENTON o C 9F Izsaz �� %B] DEPARTMENT OF PUBLIC WORKS ST �lEP TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. BENCH MARK - RAILROAD SPIKE IN UTILITY POLE, 0.5' Ss CONSTRUCTION. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE UP ON NORTH SIDE OF POLE °1303, AT THE S.W. CORNER TONAL 6 (� SIERRA FIGHTS ELEMENTARY SCHOOL 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE OF THE INTERSECTION OF N.E. ISTH ST. AND SHELTON EXPIRES 4Q VV y 7 SITE WASTE WATER UTILITY t LAN SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION CONSTRUCTION. AVE. N.E. PER CITY OF RENTON FIELD BOOK 588, PG. OTHERS ON THE CONSTRUCTION SITE. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED 61 -62. CITY OF RENTON BENCH MARK "1182. DESIGNED, DLB DATE, 2 -28 -95 FILE NAME. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 17.3(D OF THE BENCH MARK ELEVATION - 429.54 DRAWN, KPL AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND SCALE, 1 " =40' FIELD Bops, PAGE, 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE CRECKED, LES WW R _ 7 2218 NO. REVISION BY APPR, DATE APPROVFIh SNEET, C2.2 OF, 4 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI c ox 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -- - -- -------- --------------------------- I 'l 1 I �l I i I I 1 1 � I I I SCALE: 1"=40' 4p I I I I MANHOLE ( No 3 GYMNASIUM FI NISH FLOOR SANITARY SEWER NOTES & SPECIFICATIONS L ALL WORK MATERIALS SHALL BE IN CO ^'FORMANCE WITH THE STANDARDS' SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. AND SPECIFICATIONS OF THE CITY GF RENTON AND THE LATEST EDITION 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER d i I 48"0 c4.z a ELEVATION= 442.69 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND •. SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL e SURVEYOR. ` 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND e - 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. - �I - RIM 43.50 I I REMOVE SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, IE G" IN= 38.5$ i I IE 8" OUT = 3 .41-- ( - - EXIST MH _ - - CO NO 3 TRENCH MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 4. ALL LOCATIONS OF EXISTING UTILITIES SNO'RN ARE APPROXIMATE AND IT SAME AS DESCRIBED. i I W - - -- ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED 1 R PES - IE - 40. 1 0 p- sG PRIOR TO STARTING NEW - CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S ^ �. V •' I I PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE / Is' / t - 138 LF OF LIE fl r 40. 10 -- 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND -G.S. CONSTRUCTION. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE _ 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE � Ear @ . [o" 6° PVC 10% PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION CONSTRUCTION. ... .. I I I I 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 17.3(1) OF THE AND ANY OTHER, RELATED PERMITS PRIOR TO ANY CONSTRUCTION. v, REMOVE EXIST SANITARY 155 LF OF 8" PVC SEWER � PLUG PIPES BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE ywR -27- -2218 I I @ 0 =4% FINISH FLOOR °I i I WYE - IE ��1� =42.84 ELEVATION= 446.62 1 I 69 6 -- S E SHEET CI.2 yr MAt HOLE No 2 48 °! MANHOLE No 1 48 "0 RIM= 1 RIM= 45.88 C4.2 IE '8° IN = 37.79 c4.z IE 8" IN = 37.27 W IE_8° OUT = 37.69 IE 6" IN= 37.34 E 205 LF OF 6' FINISH FLOOR ELEVATION= 444.64 IE 4° = 39.80 No 4 PVC CO No - F R _ W TER W MAIN . � � 6" IE 8" OUT= 37. 17 S @ 1.0% IE = 39.39 C4.2 TYP I SANITARY SEWER NOTES & SPECIFICATIONS L ALL WORK MATERIALS SHALL BE IN CO ^'FORMANCE WITH THE STANDARDS' SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. AND SPECIFICATIONS OF THE CITY GF RENTON AND THE LATEST EDITION 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER OF THE WSDOT /APWA "STANDARDS AND SPECIFICATIONS. CONSTRUCTION IS IN PROGRESS. 2. THE HOl1RS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION SURVEYOR. ` 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND IL BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. TRENCH MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 4. ALL LOCATIONS OF EXISTING UTILITIES SNO'RN ARE APPROXIMATE AND IT SAME AS DESCRIBED. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT PRIOR TO STARTING NEW - CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CITY OF RENTON CURRENT STANDARDS. TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND -G.S. CONSTRUCTION. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE _ 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION CONSTRUCTION. OTHERS ON THE CONSTRUCTION SITE. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 17.3(1) OF THE AND ANY OTHER, RELATED PERMITS PRIOR TO ANY CONSTRUCTION. CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND 8. PLANS 'APPROVED I BY THE CITY -- OF RENTON DEVELOPMENT SERVICES DIVISION, BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE ywR -27- -2218 - - -� - 104 Lq OF 8- PVC 1 I i I W W M� CO , 38.39 � - WYE FOR COWN ) - i i i i i i /1+1� _ TO PORTABLE _ CO No 4 S IE = 43.00 30 LF OF -- - 4;4 PVC a-44" WYE J i 90 LF OF 8° JJ I PVC @0.4 % -. PLUG EXIST LINE 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 1� 6' ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) `. RUBBER GASKETED ASTM D 3034,SOR 35. 17. IN PAVED AREAS, MANHOLE COVERS MUST SLOPE TO MATCH PAVING SLOPE. ELEVATION DATUM - CITY OF RENTON - BENCH MARK - RAILROAD SPIKE IN UTILITY POLE, 0.5' UP ON NORTH SIDE OF POLE 61303, AT THE S.W. CORNER OF THE INTERSECTION OF N.E. 18TH ST. AND SHELTON AVE. N.E. PER CITY OF RENTON FIELD BOOK 588, PG. 61-62. CITY OF RENTON BENCH MARK '1182. BENCH MARK ELEVATION - 429.54 Bs a� w� I SCALE: 1 " =40' _- - _ -- - _ - J � , 1 � 2 FF__. t I r V'9 R R -, I L" ` Lu I ' • I - r - CL - - - GYMNASIUM 1 I MANHOLE No 3 .2 FINISH FLOOR 1 0 ELEVATION= RIM = 43.50 : - 442.69 }_E o,. IN= T 38a5� REMOVE ST UH I -- - I - CO 3 f W i = 3 - , ., 4, =404 1 F IE 4" 10 IS` 6° PVC V 1.00 N REMOVE EXIST SANITARY j % F 8 PVC G PIPES { 11 I i 455 LF 0 SEWER � PLUG [ - 0 4 FINISH FLOOR ELEVATION= 446.62 4 WYE I E%` =42.84 F > FINISH FLOOR i 'I 1 I MAh`A-IOLE No 2 48 °*I MANHOLE No 1 48 "0 I ELE VAT ON _ - .64 RIfA-= 45.66 1 RIM = 45.88 c4.z - - _ _ I E 4 - 39.80 1 - 9 _ 7 IN - I $ = 7 ?69 c4 , 1 - 37.34 E 205 LF OF 6" PVC -CO o 2 4 j S E FT C vr` IE IN 37 2 E $° IN E _ ° OUT 3 TE MAI 3 t q" r 8° OU 7. 17 S @ 1.0% [�= 39.39 C4.2 i TYP jJy� 4 104 L OF 8° PVC - - - FOR I \ , y� n '4 ° WYE C N -- CO No E 38 "• :1 ; TO PORTABLE r' i 1 _ I� - \ IE -4 00 r J CO 3 30 LF'OF 4° PVC ,- „•tu. v_ T Svlf�Yr~Y _ '1 � ° PROTECT EXIST TREE ROOTS DURING i `t 4g, WYE '; - 1 INSTALLATION OF SANITARY SEWER., -� si r ,t., • - - TUNNEL AS NECESSARY. _ _�iII ��� Nrl atS:dl I�1• 90 LF fOF 8' -- s SANITARY./ SEWER NOTES &, SPECIFICATIONS : PVC @ 0.4% i. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STA' ARC' SMALL TAKE PREC£B£NCE OVER ALL OTHER PLANS, r / PLUG EXIST LINE \ . _ 1 AND SPECIFICATIONS 6F THE CITY OF RENTON AND THE LATE EDITION 9. A COPY OF THESE' APPROVED PLANS M$T 13E ON THE JOB SITE WHENEVER' OF THE WSflDT1APW/STANDARDS AND SPECIFICATIONS. CONSTRUCTION IS IN PROGRESS. _ °_ i - CONNECT NEW 8" 2_ THE MRS OF WORK IN THE $JREET RIGHT -OF -WAY SHALL. BE L6TEO TO 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL � TO EXIST MANHOLE &3(O A M. 70.3:30 P.M. ON VIE EKDAYS U . ESS OTHERWISE APPROVED IN DRAWIIIG OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND ! ? IE = 36.81 7' j _ . WRITS BY THE TRANSPORTATION DIVISIB6N AT 2T7 -6222. ALL STREET SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED' PROFESSIONAL AS f WELL A$ PLACEMENT AND COMPACTION OF REOU#tED -f _ it 4 �'J _ CLOSURES, PARTIAL OR 'FULL, SHALL BE APPROVED BY THE TRANSPORTATION SURVEYOR. BEDDING MATERIAL, T,p UNIFORM GRADE' SO THAT THE ENTIRE = / " 24 H__!Il$IS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND i.BACKF�L' SHALL "BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNORMLY_ TiF 24 NO RS- IN ADVANCE. LAYERS WITH A- LOOSE AVERAGE DEPTH OF -6 INCHES, MAXIMUM DEPTH DENSE UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL I^ 9I SHALL BE NO OED U,, 6� ABOVE BELOW THE P 3. ALL CONSTRUCTION SHALL BE IN !ACCORDANCE WITH 'STANDARD 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF V 16. SANITARY SEWER PEE -SHALL BE POLYVINYL CHLORIDE (PVC) SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTOr PREPARED MAXI:KI�i'- DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE RUBBER GASKETED ASTM D 3034, SDR 35. BY IIAS- NNGTON STATE >, 5- �r T ,r o nr no TA T- eI - � THE SE CHAPTER AMERICAN PUBLIC', WORKS ASSQC7ATION, PWi flfAi T£R:'vR Lxc]a me rc �a,. ,v ,� 17. IN PAVED AREAS. MANHOLE COVERS MUST SLOPE TO MATCH i7ATf3i F TIiPI (APWAI'/INB DTI! Sr !°lE4.Iic"�.-�MCkATK .`- TT TE4 ALS TO COMPLETE _THE FILL OVER PIPE SHALL BE THE PAVING SLOPE. 4. ALt�: OC,A116NiS' )F EXISTiNiG 'UTK ITES SHOWN ARE APPdtOXIiI1; ,AND -.IT AS' DI SCRIBED. _ SHALL BE THE CONTRACTOR'S RESPONSBN.ITY TO VERIFY THE TRUE AND 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED CORRECT LOCATION SO A$ TO AVOID DAMAGE OR_DISTURBANCE. ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY �5 e�� \�/ `? S. A Pf!€MTRUCTION CONFERENCE - AND A 24 HOUR- =-NOTE SCALE -BE - REQUITED COMPACTED. CUTS WO THE EXISTING ASPHALT SHALL BE NEATLINIE CUT ��1ft�e�Re o�AwINS PRIOR TO STARTING NEV CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE o c osc2srs6 ITV 4 O SECU � NECESSARY PERAtlTS PRIOR TO' STARTING PLACED gIMEgAT£LY AFTER BACKfILL AND COMPACTION. A PERMANENT CITY OF RENTON CtONISTRUCT ,N�SPECT BE ACCOMPLISHF BY A;, _ . A FOOT YD(: A70 SHALL BE PLACED WITHIN IO DAYS AND SHALL BE PER . THE CITY OF HENTUFll SHALL B£ THE CONTRACTOR'S Y CITY OF - R£NTON CURRENT STANDARDS. ELEVATION DATUM -CITY OF RENTON - 9f o B B oEPOUtrsaENT of PUBLIC WORKS jer ADVANCE OF BACKFILLM ALL 13. DATUM 'SHALL BE CITY - OF RENTON, U.S.C. AND G.S. BENICH MARK - RAILROAD SPIKE tfii U7EITY POLE. 0S' �ssi �srE� � K """ SIERRA I�®$�$�S ELEIMBVTARY SCI�IOOL ' i�lCTIONr WALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE UP ON NORTH SIDE OF POLE -003. AT THE S.W. CORlER .� ,r TCWT NOTIFY IS SOLELY'SRE dMSIBI.E FOR THE MEANS. METHODS AND STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE OF THE INTERSECTION OF N.E. 18TH ST. AND SHELTON �s f WATER UTWTY P�AIV 40 EROSION AFTER THE COMPLETION CONSTRUCTION. AVE. N.E. PER CITY 8F RENTON ,FIELD BOOK 588, PG. SITE WASTE SS CONSTRIIC SON A,lVlli FOR THE SA €ETV OF 1MOtIf£RS AND �. PI VENT TEENANCES SHALL BE LAO ON' A PROPERLY PREPARED 61 62.'CffY OF pENTON' BENCf1 MARK '192- Assam DLB �diN rTHE ONST( 10N= $ E. PPE Ia%a 2 -28 -95 "A wry. s� "" O£ THE P OF THE CONTRAC fqi TO OBT#/i STREET USE PREPARED FOUNDA,TDN IN ACCORDANCE WITH SECTION ' 7- 17.300 OF THE BENCH MARK ELEVATION - 42954 1 u- w >_..:.. „, AMY OTHER RE�.ATED 'PERMITS PRIOR' T:O,ANY CONSTRUCTION, CURRENT -STATE OF WASHMTON STANDARD SPECIFICATIO�iSS FOR ROAD AND LIES eooa r+>a+ APPROVED BY 7H€ CITY OF RENTON DEVELOPMENT SERVICES DIVISION,' BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF, THE ' sr rwa o� �rraoas w sw�r. c:a ar. d .zo �y� , Sha.../, 31% 24 - „ I ,L 157