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HomeMy WebLinkAboutWWP2703723.7440 440 EXISTING GRADE z ® PIPE .. q o 430 m __ _.. 430 _ _ _ _ FINISH GRADE ® rn 9 - -U60% PIPE o � " o •o, � 9 0.0090 4.729; o� � 420 - - -__ �_ _ 8 47 _ F- NNu. 420 o z_ 0 1.05Y 410 410 28LF 8" C900 176LF 8" C900 56LF 8" PVC S=0.0050 S=D.0050 S=0.0143 SSMH30 SSMH40 400 SSIIAHIO RIM=424.00 SSMH2O RIM=424.01__ RIM=415.83 IE(E)=406.62 RIM=414.91 IE(SE)-407.00 400 EXIST. SSMH IE(S)=405.14 IE(SE)=405.64 IE(NW)=406.52 IE(N)=407.00 RIM=425.41 \ IE(N)=405.54 IE(W)=406.90 IE(E)=405.00 16 LF 8" C900 IE(8„S)=404.90 S=0.0085 , 38 390 IE(8.'-417.03 _ _ 390 ELEVATION AT EXIST. GROUND 380 ELEVATION AT FINISH GRADE 380 0o d � QD N N N °� N N N � :� n �� 0)i °. 1 04 Lrj Ln r Ln N:N N N NN N N cv cV GO ^ GO tp tcj 1[j er °� Ui 2+80 2+40 2+00 1 +60 1 +20 0+80 0+40 0+00 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET Copyright© 2014CPH Consultants, LLC. All Rights Reserved. CITY OF RENTON Approved by: Date: Approved by: Date: Approved b Date: pp y Approved bv: Date. 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS wR&-YD- `- SCAM. N/A °NE "C IF N SCALE ACCCF :`-Y VEMAL* No ,m HORQOWAL: NO1983/'99' DATUM oesmeu: JAMIE B. SCHROEDER, PE DUM PETER EVANs Cl AMIE B. SCHROEDER, PE NO. REVISION BY DATE APPR Ate: APPROVED NOTE: 1. THE EXISTING GRAVEL PATH ON 162ND AVENUE NE SHALL BE RESTORED AND MAINTAINED TO SERVE SEWER ACCESS. Jklkd I- CITY OF RENTON Planning/Building/Public Works Dept. 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 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. 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 COMPL IANCE WITH CITY OF RENTON STANDARDS BY . DATE - BY: /�Va^,� DATE BY: DATF BY: DATE: S=372307 CONSULTANTS Site Planning - Civil Engineering CALL BEFORE Land Use Consulting • Project Management YOU DIG 1-$OQ-424-5555 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphcons ultants.corn DATE: LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: DRAWING NO: SANITARY SEWER PLAN AND PROFILE C4.07 SHEET: OF: 34 40 4-� �►IAI-ININININIAIA