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HomeMy WebLinkAboutWWP2703723.6TBLOCK_COR OTOP351308 CUWS351308 W CUSD351308 CNOT351308 CGRD351308 O CSIT351308 U keymap OSIT351308 -J 16 L.L PAD=426.5 PAD= 423.5 Q z z - W U W 0 a- Q 0 Q .' LU CJ Q) m J �LI SS STA 49+99.55, 6.58' RT i PAD= 420.0 PAD= 417.0 ►E=413.0 PAD=419.0 2 SSMH70 2 STA 5A+68.60, 4.89' RT IE=415.0 f �, A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. 00 20 I `.91 19 ; PAD= 418.0 j - 10' PUBLIC SD ESMT. PAD=415.0 , IE=411.0 1 np, PRIVATE ACCESS AND ,- PUBLIC UTILITY TRACT XI r- v 7 .a \ ---- I I ", I• 0 I --------------- SEE C4.04 440 _ _ _ _ 440 ca rn� co 430 m CLM co cV o .....Ui 430 Q'- Q QW o+� + m � EXIS77NG GRADE ,n ll W u ®ROApWAY Q cv ll � ^Q'� 420 ? 1► W W __ FINISH GRADE ® ± ___ 420 �.00X -2.00% 6.19.00� - -4.39�' ROADWAY o lI a Q - -3 009 Z w 1,00Z 410 �� 67LF 8 _ PVC 93LF_ " PVC _ 410 _ ._ . _ S=O.DO50 S=O, 057 SSMH8t1 RIM=413.53 IE(N)=409.36 50' 13,, 400 - 400 SSMH60 SSMH70 RIM=417.3$ RIM=416.41 IE(SE)=408.39 1E(NW)=408.73 IE(NE)=408.39 1E(S)=408.83 IE(W)=408.29 390 _ __ ___ ___ 390 380 _ . __ _ ............ _ .... 380 ELEVATION AT. EXIST GROUND ELEVATION AT FINISH GRADE Co C6r- r� V ._ c1 `t er 60 50+00 50+40 50+80 51+20 51+60 52+00 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET Approved by: Approved by: Approved by: Copyright© 2014 CPH Consultants, -LC. All Rights Reserved Approved by: CITY OF RENTON Date: Date: Date: Date: 1 1 CONSTRUCTION PERMIT APPROVAL NO. REVISION JBS 05/01/141 JBS 1E - DESIGNED: JAMIE B. SCHROEDE DRAW: PETER EVANS CNECKED: AMIE B. SCHROEDE BY DATE APPR APPROVElk.APPROVED N/A ONE NCH AT FULL SCALE IF HOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAw 1M HGRD:oNrm- NAG 1 "3/1"1 DATUM A I CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION NOTES O6" 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 INCHES. IN COMPLIANCE WITH CITY Ut- RENTON STANDARDS BY:DATE: 4'&�O- BY : -- DATE: kk BY: DATE: - BY: DATE am Ill I IV CALL BEFORE YOU DIG 1-800-424-5555 C P CONSULTANTS Site Planning • Civil Engineering Land Use Consulting - Project Managemer 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 ( FAX (425) 285-2389 www.cphconsultants.com DATE: LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: DRAWING NO: SANITARY SEWER PLAN AND PROFILE C4.06 SHEET: OF: - smamommm