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Home My WebLink AboutS-235501I ro n �5 u 0 o r - I � A I" WM FOR IRRIGATION \ W/ DOUBLE CPECE: GRAPHIC SCALE (j) \ VALVE ASSEMBLY z 20 0 10 20 Q REMOVE EXIST- Of � Q ASPHALT SCALE: 1,• _ 70, Q L WM FOP, DOMESTIC C I� J G _z PREVENTER ASSEMBLY �2 (I- o E G 50 LF 6 "OPVC p Ll LIT z J 0 2 -009 >_ Q J Z 1 CLEANOUT 0 O Z z IE_ 988.02 \ Of CTO- a CUP,B \ 70 LF C 2_00 ® 2009 CLEANOUT IE.= 987.02 yo INSTALL AIR AND WATP nl1C NCFR - RAISE CEI /J V / Ei.2 To 9sa"oo IM N o _ - \ 2" UP ROUNDED CONC. EDGE AROUND CANOPY z a O D of FOR DRAINAGE CONTROL i a o ,,.990. m a 6. E"4 �W - y ° V �C N-r 6' 10 LF +aPVC Y. CE ®2.009 6 "PVC BALL E VALVE \ oP-N PROPOSED 6' SOLID WALL `Z FENCE � o FF 993.00 .987.30 991.8ox 1 �\ 110 - Q 83 $ Q NEW CURB SANITARY SEWER NOTES & SPECIFICATIONS RAISE CB OIL /wa ER i x 997.30 9M.Bo x l TO 990 50 SEPARATOR PER H f I \ FI ALL YI.'P3( YATFRH RT SHALL RE N -CE ANCE WOF THE STANDARDS AND SPECIFICATIONS E THE CITY OF - UTIUW VAULT - Ni(N UTILIYY DEPARTMENT AJ,D THE LATEST EDITION OF THE WSD WA STANDARDS AND SPECIFICATIONS. L THE FIOURS OF WM N THE 1 I RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM. TO 3:30 P.M. ON N. _ _.. 1 - - \ \ YL3]:DAV5 IALESS OTiE.RIIg APPROVED N WRITING BY THE PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AT s IE.= 980.22 OUT \ 235 -26' ALL ��.'M Ci/1a�_ PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING/BUILDING/PUBLIC � DEPARTMENT T'_ HOURS N ADVANCE THE POLICE DEPARTMENT, ARE DEPARTMENT, AND 911 SHALL BE � - 1iPE 1 NOTFED 2? HOIPS N ADVANCE pF ANY WOW IN 711E RIGHT (F WAY- 1832A = 991.00 \ s AIL CONSTRUCTION SHALL BE N ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS E = 989.02 .':NsT"N� E WA INIGI N STATE CHAPTER. AMERICAN PUBLIC WORKS ASSOCIATION, LATEST - EDITION (AM) AND CITY OF HO1TO1 STANDARD SPECIFICATIONS- - A ALL LOCATIONS OF DaSTNG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S 4 a R€SPONSTLITY TO VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE NEW 1 HIGH 3 ? 3 CONQ RET. WALL 5 A f4ECOSHd CTAT COIffERfla AND ti 24 HLXr NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW oaNSnA1CT1UL TT SHALL BE TIE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING COMSIROUB 1+L (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) PARCELS sNAL IE TIE CONIEWTOR'S FESPON9&LUY TO NOTIFY THE UDUTY DEPARTMENT 24 HOURS IN ADVANCE OF A,B, AND C. BAC�u L mALLcaisTRI)CIr _ .- a. c CONTRACTOR IS SJL-_Y 11--ONSERIE Fes? THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR 4 : - X 7FE SAFETY OF WFAiKFi15 AND OTHEIRS ON THE CONSTRUCT(N SITE - 7 H SHALL BE THE RE.SPONSBIUM OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED •. _ PERMITS PRIOR TO ANY CiNSTITUCTIOH. 0 PLANS ARTitOT'ED BY THE CRY OF iENn)1- PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL Z OTHER PLANS. m. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE .DB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. PARCEL D - Tj: Z ip. TIE CONTRACTOR 94A LL PROVIDE THE CITY OF RENTON WIN AN AS -BUILT DRAWING OF THE SANITARY SEWER USj SYSTEM 7EICHH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR UCENSED PROFE5sONN_ SRLVEYw 7G II- BACK LL SHALL RE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF G INCHES. MAXWM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY TIEg COMPACTED LAYERS MUST EXI[END FOP. ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO z _ y TIE SIDE OF THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES O EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WON SAW N A CONTIdDUS LIE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL A.:, "w"€A: ��,.:. A "`SST I,. �A;v - ...�-BE , °,.,^"..n' =emu '^ DAYS AND SHALL BE PER CITY O 11_.. DATUM SHALL BE CITY OF HENTON USC AND GS ¢ of _ - 14- ALL DIETRTEI AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF z. - s TTE DEP.•,R71NI1T FOR T%$ PP.EVENINN OF ON -SITE EROSION OSION AFTER THE COMPLETION OF CONSTRUCTION. -- . < • _ '� y, - - -.. - 15L ALL PPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTOR 7-0Z t) ¢ 74E CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIM i1pSTRUCTDk THIS SMALL INCLUDE NECESSARY LEVELING OF TIE TRENCH BOTTCN DR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLANT AND CDIPACTION OF REOUNRED BEDDING MATERIAL TO UNIFORM a. sr CRAM SO THAT THE MORE LENGTH OF THE PPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. Z - ROE BROW SHALL BE PEA GP.AYEL V ABOVE AND BELOW THE PPE. . - TS. SA RAY -WEN: PPE SHALL 5-- POLYVINYL CHUO OC (M) RUBBER GASCETED ASTM D 3034. SDR 35, OR w DUCTILE IRON CLASS 50. a T7. IN 13HPRDWCD .HREAS- MAN HOLE TO DOM MINIM 6 ff" AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. O • _ _ _ ` : N PAVED Leh COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING Z i i s ROLL 157 262 W ; C DATUM: ASSUMED EQUATION TO CITY SEWER DATUM - 728.57' LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 920 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE WEST 183.5 FEET; THENCE NORTH, PARALLEL TO THE EAST ENE OF SAID NORTHEAST QUARTER, TO AN INTERSECTION WITH THE SOUTHERLY LINE OF RENTON- ISSAQUAH ROAD; THENCE EASTERLY, ALONG SAID ROAD, TO THE EAST ENE OF SAID NORTHEAST QUARTER; THENCE SOUTH, ALONG SAID EAST LINE, TO THE POINT OF BEGINNING, C EXCEPT THE EAST 3COTIEf ITT OF '.;E `•riAVENUE NORTHEAST AND EXCEPT THAT PQ�TION iH TPATE OF WASIUggTON FOR STATE VOUTE 40,5 BY DEED RECORDED UNIER' RECORDING NUIkp,R 7250127. -. SITUATE IN THE CITILOF RENTON, COUNTY OF KING, STATE OF WASHINGTON PARCEL B THAT PORTION OF TNEypJORTHEPST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST,. W:M, IN KING.CQUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 8; THENCE SOUTH OTT 5'48' WEST 990.00 FEET; THENCE SOUTH 89'45'02* WEST 183.50 FEET; THENCE NORTH 0095'48" EAST 17283 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89'44'12 WEST 0.25 FEET; THENCE NORTH 0015'48" EAST 11144 FEET TO THE SOUTHWESTERLY MARGIN OF STATE HIGHWAY NO 2; THENCE SOUTHEASTERLY, ALONG SAID MARGIN, 027 FEET THENCE SOUTH 00'1548" WEST 111.44 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO STATE OF WASHINGTON FOR STATE ROL TE 405 BY DEED RECORDED UNDER RECORDING NUMBER 7203150127. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 8; THENCE SOUTH 001548" WEST 990.00 FEET; THENCE SOUTH 89'45'02* WEST 183.50 FEET; THENCE NORTH 0095'48" EAST 172.83 FEET; THENCE NORTH 89.44'12" WEST 0.25 FEET TO THE POINT OF BEGINNING; THENCE NORTH 8944'12" WEST 50.00 FEET; THENCE NORTH 0015'48" EAST 133.52 FEET TO THE SOUTHWESTERLY MARGIN OF STATE HIGHWAY NO. 2; THENCE SOUTHEASTERLY ALONG SAID MARGIN, 54.72 FEET; THENCE SOUTH 0015'48" WEST 111.44 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO STATE OF WASHINGTON FOR STATE ROUTE 405 BY DEED RECORDED UNDER RECORDING NUMBER 7203150127. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL D: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION S. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID SUBDIVISION WHICH IS 989 FEET SOUTHERLY OF THE NORTHEAST CORNER THEREOF; THENCE WESTERLY, PARALLEL WITH THE NORTH LINE OF SAID SECTION, 30 FEET TO THE TRUE POINT OF BEGINNING; - THENCE WESTERLY 153.50 FEET TO A POINT 989.58 FEET SOUTHERLY AS MEASURED PARALLEL WITH SAID EAST LINE, FROM THE NORTH LINE OF SAID SECTION 8; THENCE NORTHERLY, PARALLEL WITH SAID EAST LINE, 69.58 FEET; THENCE EASTERLY, PARALLEL WTH SAID NORTH LINE, 153.5 FEET TO THE WEST UNE OF THE EAST 30 FEET OF SAID SUBDIVISION; THENCE SOUTHERLY 69 FEET TO THE TRUE POINT OF BEGINNING; RECORDED UNDER RECORDING NUMBER 7203150127. SITUATE IN THE CITY OF RENTON. COUNTY OF KING, STATE OF WASHINGTON. W. TR of ENGINEER n TREPANIER ENGINEERING 1. TV, �e' 1420 - HEWITT AVE. EVERETT, TOrut WA. 98201 PH (425) 259 -5556 E xpIR aQij 2 98 I