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HomeMy WebLinkAboutWWP2703723.10TBLOCK_COR OTOP351308 CUWS351308 W CUSD351308 CNOT351308 0 CGRD351308 O CSIT351308 U keymap W w rN w U) z z W L ID w O rr Q W m I 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET N M Q W Z A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W. M. SEE C3.03 I W 470 PW STA: 14+73.12 ¢ 470 PVI EL: 439.26 _ _ _ PVL STA: 15+79:80 100.00, VC PVI EL: 450.99 N N 100.00 VC „iU-� N N W N oil MV) virn o^ n LO fit' 460 mm WIiL jj j ? II W 2.00% 450 N o j 450 N +�,,� <op FINISH GRADE _ V EXISTING GRADE ROADWAY- 440 ® ROADWAY _ _ — _ --77- -- - — _- ... _ . - m_ p 440 W V� 2.00 H pVG R/M=449T 449.62 ----=---- ' -- _p_ - 77 _ IE(W)—��44157 , 430 O N 271 9LF 8; PVC 63 , 32 23' 430 .�. SSMH110 M S= . RIM=438-g3 439.01 IE(E)= A� 42& 66 Q 1- IE(W)--429.-�428.62 420 50 26t 24 _ 420 W z 410 V _ 410 QS G ELEVATION AT EXIST: GROUND 400 ELEVA1ON AT FINISH GRADE 400 �iU �:� �:M �'� N'n �Ic�p O'er t ' t0 � ! � cfl cD ^ � I � Ln D6 (0I Op CA O , O N d' I �.� rj v d. � ' �f to _ �r LO O Ln � ' �. et q. e1 'q. �t V. �t �1 !h d �I d- d e! of `d : �d- t ..+ : �! t d ei 't- d ei 390 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by: Approved by: Approved by: CITY OF RENTON I Date: 2 Date: Date: Date: M CONSTRUCTION PERMIT APPROVAL JBS AS—BUILTS GG REVISION 0 '01/14 JBS I wwEym- 16 15 JBS DESIGNEI> JAMIE B. SCHROEDE PETER EVANS CHECKED: JAMIE B. SCHROEDE DATE FAPPR APPROVED N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVO 1986 HORQONIAL- NAD 1963/1991 DATUM CONSTRUCTION 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 O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 OSAWCUT EXIST. PVMT. OCONNECT 6" SIDE SEWER TO MANHOLE PER COR STD. PLAN 406.1 O48" 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. i- 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER is COR STD. PLAN 405. 3. 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 U71LI TIES IS LESS THAN TWELVE INCHFS SM3723 10 (t) KEYMAP KIP CALL BEFORE YOU DIG 1-800-424-5555 CPS CONSULTANTS Site Planning - Civil Engineering Land Use Consulting • Project Management 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com �► 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 C4.02 rS11ET: aF: 29 IAI-ININININIAIT f u� C0 2 O C, �rn UI rn mm W z171 z D D T 0 n O I7 i C D9 D D pm 5� 'n= O °m n� n �z z m Cr) O D--I I C" N _ CD z q m c �md o� ID D i=