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Home My WebLink AboutS-288206o I I Call - 4 \ SANITARY SEWER NOTES AND S T<MATM before yoU -Q_Q ' \ \ 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WE THE STANDARDS AND SPECIFICATIONS OF g 4. ,,,,,..•^^'`.' - ,' \ THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. LEGM DT9- f o � 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM. TO 330 PL. ! EXISTIN REAgV PROPOSED F7�Ti Ftr�I�EE ppOPO�D 0 30 60 120 ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DMSION AT . 1 -800- 424 -5555 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL SWV1 BE APPROVED BY THE TRA�PORTATKIN ASPHALT PAwNG GAS LINE —c— tww8cxhxm ( ) d \ `� / -. `- r �� ' \� DIVISION 24 HOURS IN ADVANCE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE . *� \ NOTIFIED 24 HOURS IN ADVANCE �- CONCRETE PAVING � G>s vALVE/MEIER ov � SCALE 1 60 �� '= v i ^ \ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL Q BUILDINGS /i WATER LIFE —>•'— —W— o 6111]117 F IO(QONTAL DAIUAi i ` ` / PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE GRAPIER AMERICAN PUBLIC wfxziEs oo TREE PROTECTION : - � - r ' ---Of--- NORTH COOMMM SON OF I91I3(91) r" , - ! _ \ \\ \ \� \ `� / ASSOCIATION. LATEST EDITION (APWA) AND CITY OF RENTON STANDARD. SPECFICATIONS. WASHINCHNI o -P-4 .TREE W /PROTECTION *Q STORM DRAWN LK —so -- L / ` .�'- �. �\ - `� \ \ 4. ALL LOCATIONS OF EXISTING UIILIRES SHOWN ARE A, °PROXIMATE AND IT SHALL BE Tt SW ON GPS NE49ASIIM W \ � Npgµ� Gmm SIM PO I \ \\ ��. \\ J \ CONTRACTOR'S RESPONSIBILITY TO VERIFY -THE TRUE AND CORRECLLOCATION, SO AS-TO AVOID CON5IRUCTX)N LIMITS _ SWW( SEWER UN: -ss— N. MI 1W 199D 1962 1 '.' \ � \ \ _. DAMAGE OR DISTURBANCE. w?� CONTOUR INDEX —�cn— " / N. 0019 51Wf 1990 .. /. ' ! \\ \ \ (INDEX) - —100— SANITARY SEWER A91 CO ° - r, ' NORONBR LOG110R OF MQ&nES / I , / �"•� \\ \ \ \ \ \ \ 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SWILL BE REQUIRED PRIOR TO STARTING d CONTOUR ar- - — g6 — STORM CB/LH "' ARE 9� tiwN w� NORnaID a • :1 1, ` \ ` \ V \ NEW CONSTRUCTION. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEC[ ALL NECESSARY ° - PERMITS PRIOR TO STARLING- CONSTRLMGP✓_= NSPE€ - --'LL LBE -,.�Z o.,,.,- -OY- CURBING, TELEPHONE LAIN —'— Locum N R�5 : ' •�, �: I i ` � - � \ \ �• \ REPRESENTATIVE OF THE CITY OF RENTON.) IT SWILL BE THE CONTRACTOR'S BILIIY TO - a, � BEN PROkM N THE PLAN 9EE1S \ \ \ \ NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFlWNG ALL COHStRUCIION. 00 SAWCUI LINE WATER MEIER/VALVE/FHE30C,-(?- 0ltt 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF o a�i o - SILT FENCE - -- - -_ _ \ WATER FlTIRIGS _ _ _ > \ \ \ \ tO _ L/Z c � POWER —o— -- F , .v ;. _ I � \\ �\ \ \\\ ,CONSTRUCTION AND FOR THE SAFELY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE - -y / <<' \ 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY Of THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL: PROVIDE THE CITY OF RENTON WITH AN AS- BUILT DRAWING OF THE 1 ° � 1 SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BUILDING •" '' 1 \ \' 11; BACKFlLL 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 I 1 TO 95 PERCENT OF MAXIMUM '- DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE Gene ? %` I �� I I Coulon Park . •, ..._ : .� � L,." I ,' `,� µ J ! y t 1 1 DIAMETER ON EACH SIDE OF THE PIPE OR TO THE -SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME, AS DESCRIBED: Q r3 •� 1 u� iF� �/. 1' 11 11 I . „ E"1 r I 1 . , L,a I , ' I .' 12. OPEN CUT ROAD CROSSINGS ,FOR tJTIUIY TRENCHES ON EXISTING TRAVELED ROADNAY SHALL BE Z.:..- ..: r,.; °', :.. ,.r.,h,,r__r..,..,,..,,",,_,.. '. �' .BAG( FILLED ' �: WITHCRUSHED .ROCK:AND:MECWINK:ALLYr COMPACTEDCUTSINTO.TNEEXISTIf� : 164,. ; , I , I E'•I � �,-= / -: - - :.;•,�_�_�•r 'ASPHALT SHALL BE NEATLINECUT WTIN SAW IN A CONTINUOUS LINE A•TETAPORARY:MIX PATCH:.. Ly W t� SIDE - ' MUST BE PLACED IMMEDIATELY AFTERBACXFlLL AND COMPACTION: APFRMANENT HOT: MIX PATCH' c '. < :� '- Q. , :..�. - •: . -�. _,,. - / _': " s .. � .,,:. 'I S T NEW SEWER SYSTEM ' I 1 1. SHALL BE PLACED WITHIN 10 DAYS AND ' SHALL BE PER CITY OF RENTON CURRENT STANDARDS. -�I CD z I 1 I I 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. a r' I I � a I 114. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISESTABIUZm TO THE SATISFACTION .OFTHE DEPARTMENT FOR THE PREVENTION -OF ON- SITEEROSIONAFTER THE o I - :81 SANITARY SEWER 11 COMPLETION OF GONSTRUCTION.. _ a -. -,: • " _ r ,tiu ,. .,.: , . , . ,. -. " -.� BE ABANDONDm ; 11 - 15: ALL PIPE AND APPURTENANCES STiAl1 BE LAD ON A PROPERLY PREPARED FOUNDATION IN \ I ' ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS: FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING - L• OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION' MATERIAL AS WELL AS PLACEMENT I p RESIDENML &DG. AND COMPACTION OF REWIRED BEDDING: MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH $ TO LOWEST FINISH .. .. - - - - - - -- - - -__ _ �, � ` � -: _ � '-� : =: "� "`- ;' _ OF THE PIPE WILL � SUPPORTED ON A- UNIFORMLY DENSE UNYIELDING BASE 'PIPE :BmDING o ° DURING -PHASE 1 -_ FLOOR EL = 22 _ 2 _ _ - -_- _______ _____a__' +_ ��_� SHALL BE PEA GRAVEL 6 ABOVE AND BELOW THE PIPE. ' I I I !I 6. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, o - °• - .- a. - II I I ,-' - SDR 35, OR DUCTILE IRON .CLASS 50. C -. _ Tim. ONIMrrcovLDAREAS, : .MANHOLE TO'EXTIIdD- MINIMUM 6:INCH AND MAXIMUM 181NCH. ABOVE ..: -. •v _...: IX 9G METRO - FINISHED. GRADE IN PAVED AREA. COVER. MUST SLOPE: IN- ALL DIRECTIONS -TO MATCH PAVING. �., 0 a z$ iJ 7) _ MAINTAM 7' SEPARATION 18. WHERE SHOWN AS C -900, THE SEWER PIPE SHALL BE PRESSURE GLASS 150(DR18) CONFORMING TO a // / I FROM EXISTING MAIN AWWA C900 18. pp, 1� ° CITY OF RENTON 19. ALL SIDE SEWER STUBS SHALL BE CAPPED WITH A WATER TIGHT PLUG. PLUG LOCATION SHALL BE o 51 lry / / o - MARKED WITH A 2x4 STAKE, 12' CONG, WITH ONE 94D BURIED AT THE DEPTH OF. THE PLUG INVERT AND EXTENDING AT LEAST 3 VERTICALLY OUT OF THE GROUND THE PORTION OF THE STAKE z ? r - -- - -- ABOVE GROUND, SHALL BE PAINTED WHITE AND MARKED WITH THE WORD -SEWER- AND THE DEPT, - / O ` FROM THE PIPE INVERT TO THE GROUND SURFACE CONNECT THE PIPE TO THE STAKE WITH AN 8 > I/ 1 GAUGE WIRE AT OR ABOVE THE FINISH GRADE LEVEL GROUND WATER NOTE N FUTURE I ❑ ! rFE CONIRACra 9}w N L NO3E THAT nf'aPPHOJOaIE 1 HOTEL / I IzE OFFICE — I +�' I GROUND WATER ELWAT10N FA BEEN MEASURED AT a L E EMATION Ift M CONTRA= BiALL PROVIDE a �� ! ! ]� / B ILDING I DEWATERI Q AS RBCURED FOR CON6TIWTCTDN OF THE NEVI V 118M MARL 111E CONTRACTOR 91ALL' – – a – COORDINATE DEWATEM WELM OR AN ALIE UTNE SQ IERIOD WITH IFEIEaIiCAL BIfW�L CONIRACrOR r S iALL ND1E THAT DEWATERM WELLS MUSE BE LOCATED , IMIFiN 1HE EABHIBMf. ° ILI o I� 0 I � -- o Boeing Renton Plant' � C0IJGHLlNFpRTERLUNDEEN_ i A CONSULTING STRUCTURAL AND CARL ENGINEEILING CORPORATION L 217 PINE STREET -SUSfE 300 P. 206J343 -0460 SEATTLE, WA 98101 F 206/343 -5691 ROLL 179 FR Seco Development, Bellevue, Washington 98004 xr,Frx 4., O. C2.0 0 SANITARY SERER PLAN Ar= SCANr,pMRQ$.20 — O METRO MCHARGE -.NOTE D AM B,ERW= 9TIA 7EK MEM MAY SJICR4RLE THE SAANTARY STARER YAW M TC ELEVATION 25TH ANY (WIAti11Y'8DE SEWBIB DRANJG Pd ROM LOWER THAN BFYA71ON A MUST HAVE BACK RAW FEIBLIORS MTALLEDI F FLOOR BELOW ELEVATION 25 ARE DRAINED \ WI FORCE TWAM FLOW PME11Jt048 WILL NOTBE NOW THE RW WILL ACT ASBAMOW PfEVENTIDTL e V QLI RECORD DRAWIGS �Ti C KEYMAP SOUTHPORT SHEET --%— Boeing Renton Plant' � C0IJGHLlNFpRTERLUNDEEN_ i A CONSULTING STRUCTURAL AND CARL ENGINEEILING CORPORATION L 217 PINE STREET -SUSfE 300 P. 206J343 -0460 SEATTLE, WA 98101 F 206/343 -5691 ROLL 179 FR Seco Development, Bellevue, Washington 98004 xr,Frx 4., O. C2.0 0 SANITARY SERER PLAN Ar= SCANr,pMRQ$.20