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HomeMy WebLinkAboutWWP2703723.12TBLOCK_COR OTOP351308 CUWS351308 W CUSD351308 CNOT351308 0 CGRD351308 0 CSIT351308 U keymap W w U) Z z W W ID o a- Q a- H T0 IN W� J i - A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. MATCHLINE STA 26+60 SEE C4.05 PAD= 424.8 N w o 0 25 - - i. PAD=416.8 _PAD=415.8 2 SSMH60 STA 25+28.52, 0.00' N N f Q ..fi�gg 47LF 8" PVC I E 411.34 IE=4404 _0.0050 411.56 0 v ROW � a A�O�f R%k- r OwliK .�Ilrw VA IV; L I Irr1u •rco.cl I?-AU=gJI.LI Co IE 421.58 �-34LF 8" PVC / S U `02, �Y'VV.V / rr1 PAD=419.0 17 PAD=422.0 ROW - SSMH50 STA 23+35.75, 1.01' LT _- o = �° 18 PAD=420.0 SEE C4.05 450 450 LOW PT STA: 24+2786 LOW PT EL: 414.16 PW STA: 24+95.00 PW EL: 413.80 440 _ 150.00' VC 440 M - 0 N 0 oU-) FINISH GRADE �+ Nd Q III N N'q ROADWAY IF 430 LLI V v 1- cii Lij 430 4,1 m m N a 9.05% + M Do ..y EXISTING GRADE '- d - - -- - - _420 ® ROADWAY T - - - - - - - - - - - - - - _ - - - -'- - -'- - - - - - -' - � � � $" Cn _'_ _ 410 w..PVC 34LF :8 10 0.0 46 13 35 410 _ .�;c>�r r �_.. _ W 44 5={�-995� 0 921 RIM=4;9.47419.60 Z m. 0. 0 IE(N)=41�3 412.05 n1 SSMHSo RIM= 66 SSMH60 RIM=41 A48 417. 07 IE(SW)=412-. Gc�411.95 (� 400 _ .58-414. IE(E) 4 408.03 IE(NW)--4a7.--24 IE SE=485-.99408.82 p' 400 407. 93 IE(NE)= 498. 39408.82 Q 47LF 8" PVC IE(W)=498:29408.72 C31 S--G. )969.0.011.1 390 390 ELEVATION AT EXIST. GROUND 380 ELEVATION AT FINISH GRADE 380 cc 00 00 M 00 100 ca 0 0 0 N ^ - to � c0 � .� ob cc O N v: � Njof � of T� co ^ Oi .- CN,N 4 N� N d �t 't d ' e1- 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET Approved by: Approved by: Approved by: Copyright© 2014 CPH Consultants, LLC_ All Rights Reserved- Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL 2 AS-BUILTS Rol ZVINWIGRN JBS 05/01/14 JBS S"'ft-yDi GG 03/16 15 JBS AIM. JAMIE B. SCHROEDER DROM: PETER EVANS CHECKED: JAMIE B. SCHROEDER BY DATE APPRAPPROVED N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL- NAD 1983/1991 DATUM CONSTRUCT/ON NOTES O6" SIDE SEWER CONNECTION, 2q MIN. SLOPE PER COR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 OSANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 40 SAWCUT EXIST. PVMT: OCONNECT 6" SIDE SEWER TO MANHOLE PER COR STD. PLAN 406.1 48" SANITARY SEWER MANHOLE SHALLOW PER COR STD. PLAN 400.2 GENERAL NOTES. 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4 FEET BELOW THE BEARING PAD ELEVATION. 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. J. A 6'x6 x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTILITIES IS LESS THAN TWELVE INCHES. S=3 72 3 12 arN■ne �w J WAS°� 3%495OIST O w� s ANALG��� cPi 6 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting - Project Management 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 ( FAX: (425) 285-2389 www.cphconsuItants.com DATE: CITY OF LIBERTY GARDENS 02/21/1, ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS PAGE: RENTON DRAWING NO: Planning/Building/Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.04 J. CM a _ C no �m co z m D D M G Z M Z C M M i �i D��i Ur T i CD g al, y and �I _m r � tNo n M o i= o > v c a C, 8 z n mmmmmmmm