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Home My WebLink AboutWWP2703723.2TBLOCK_COR OTOP351308 CUWS351308 W CUSD351308 CNOT351308 0 CGRD351308 CSIT351308 (� keymap W 1i w U) z z i— W U 0 W o rr Q W m J 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET N O C* V LIJ LJJ O N M Q LU Z J A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. SEE C3.03 470 PVl STA: 14+73.12 _ 79. PVI STA. 15+ .80 __ Q �`' 470 PW EL: 439.26 100.00' VC PW EL: 450.99 0 N 100.0o VC W N �� 4° to� .� 460 _ " + +V- to `O co 460 Z� » oiW 0Qca �►� WW �j >> ? 11 W . tp m ca w LL 450 "? 0 450 O FINISH GRADE 0N n 00% a ROADWAY Zp, 11 _:. EXISTING GRADE 440 0 ROADWAY _ _ _- -- — -- 440 _ 2.0090 v_ " P� 129LF MH12� /M _ 71 -------_ — v S,0.0g30 _ _ 441.99 270LF 8" PVCi3' 32' 23' _ 430 N S=0.0305 SSMH1 0 M RIM=438. 99 IE(E)=429. 95 IE(W)=429.85 420 Q i-. 420 50 26 _ 24_ _ _ _ _ _ _ _ _ J 410 U 410 Q ELEVATION AT EXIST. GROUND 400 ELEVATION AT FINISH GRADE 400 �i11;0 Ln c6 co;tp �;^ �:I� �'Op 00;0j r7 0:6 of N et et �IUp Cp t �'� �:O d � DO �i to U-) e} d- d- d- 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 1 1 1 CONSTRUCTION PERMIT APPROVAL I JIBS 105/01/141 JBS I suwEy SC Date: °ESMI 4MIE B. SCHROEDER MOM - PETER EVANS CHECKM. 4MIE B. SCHROEDER APPROVED Date: Date: Date: M REVISION BY I DATE 1 APPR N/A ONE N(:FI AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION NOTES D6" SIDE SEWER CONNECTION, 2% 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 40 SAWCUT 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. 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER 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 UTILITIES IS LESS THAN TWELVE INrHFS- IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY �, DATI I= _ DATE:— DATE S M 372302 �l ZSI! IC P 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.cphconsuItants.com CALL BEFORE YOU DIG 1-800-424-5555 DATE: I�NAD>�1 CITY OF LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON PEGE800K: DRAWING NO: DATUM Planning/Building/Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.02 SHEET: OF: 29 40 C 10-31 ---30 -0.) Al ININININIAIA.