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1 I MAh`A-IOLE No 2 48 °*I MANHOLE No 1 48 "0 I ELE VAT ON _ - .64
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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 \ . _
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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 $JREET RIGHT -OF -WAY SHALL. BE L6TEO TO 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL � TO EXIST MANHOLE
&3(O A M. 70.3:30 P.M. ON VIE EKDAYS U . ESS OTHERWISE APPROVED IN DRAWIIIG OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND ! ? IE = 36.81 7'
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WRITS BY THE TRANSPORTATION DIVISIB6N AT 2T7 -6222. ALL STREET SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED' PROFESSIONAL AS f WELL A$ 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
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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-
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„, 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 '
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