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HomeMy WebLinkAboutS-373202NE 114, NW 114, SEC.14, TWP.23N., RGE, 5E., W.M. I w i w V LL _q V i 11 \ 1 1 10 I I I FFE =473.7 I I \FFE =478.8 I I 9 \ I II I A FFE =483.9 8 IE i =468.2 I I I FE =488.5 IE =473:3 j SSMH 250 I� 1 j 2 STA,32 +34.81, 4.43' LT SSMH 230 ; I I 1 WATER SERVICE (TIP.) I 2 STA 30 +10.89, 5.01' LT k0 - SSMH240 I __ IE -4j8.4 A z Q I \ \ \ \\ 2 STA 31 +68_36, 5.59' LT Y i i i _�� ��- I \ �ro �I - �' _ `�I ROW_ / I• - Lu o_ d 30fObi IS_r SS 10 SS1+ -SS SS � I /y- O ' ;II W W IW �' W yT-- L-I� -W ZO Lu I W 41 Lj \\ I I; I r ,•I - ,--- TRA_CTA F, I I ! i 27,234 5F SEE C4.04 LOW PT STA: 30 +30.27 LOW PT EL: 471.27 500 PW STA: 30 +45.00 O 500 PW EL: 470.87 50.00' VC °o °o NM O� W SSMH 250, TYPE 1 41 490 ° ^ w°+. w RIM= 485.23 _ 490 OQ �2 UU UU IM= O W IE = 477.73 J IE(E)= 471.94 I� o IE(W)= 471.84 _- - -_ _ - - 480 y + 480 '¢-Z -w+ a. PVC 66L - -- - -_- -_- 1� - 200, -- - - 5 =0.0871 470 - -_- - -- -_ - W 470 158LF 8" PVC 1=-I Z - -- _ - -_ -- - a - - - -- _ g.0.0 4 J = 70' 24' 460 33MH230, TYPE 1 Q! 460 IM =4 . C 450 450 CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER CDR STD. PLAN 406.1 AND 403.1 O48" SANITARY SEWER MANHOLE TYPE 1 W1 FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1 4O SAWCUT EXIST. PVMT. OCONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD. PLAN 406.1 GENERAL NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE FINISHED FLOOR ELEVATION (FFE). 2 PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER CDR STD. PLAN 400.1 AND 401. 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR. 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF TRENCHING IS IMTHIN 3 FEET OF AN ADJACENT LANE, THE ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE REPA VED. 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE PROVIDED. I 7_ T,-1 i 8161 440 440 N, r~e ELEVATION AT EXIST. GROUND h ELEVATION AT FINISH GRADE R 37610 FO c P H 6 GISTBR ♦� 430 430 ss1Is'r S=37320ftAmNefiTng -2 CALLBEFORE land Uw Consulting RaJectMamgement 30 +00 30 +40 30 +80 31 +20 31 +60 32 +00 32 +40 YOU45 1337Me..5uae100 I✓1A M.WA9a0.i3 7- 800424 -5555 pfane:(42 )28& teol F0.c10s512✓ 2369 www.cphconsultants.com 0 30 20 CITY OF RENTON 1 CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS sM EVANS PILS N/A rRnrx Ran °0i MAPLEWOOD PARK EAST "1e5 /30/14 Approved by: a Date: pEWaEO: HpR91w/L' WD �YBa lW, •, >3- CITY OF VERT. IN FEET RYAN SCHAUBLE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 0 20 40 Approved b Date: RENTON UTILITY PERMIT PP Y PETER EVANS ae acx DATUM ' HOR17 IN FEET NO. U13002729 Approved by: Date: AMMI B. SCHROEDER, PE i m w� Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE (�'4.0'Z N0. REVISION BY DATE APPR'' Com+i0w 02013 CH COreuM LLC. All Ri6ft R¢SU -A rovedb: Date: 10( APPROVED am: 26 a36 A NINNNA� rn m � ro °O- O d w m d l N c� �� I