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TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT351308 keymap OSIT351308 W l� O U __J LL W c/1 � �J J z z W W r) O rr 0- Q a rr W m I 16 PAD=426.5 PAD= 423.5 SSMH60 STA 49+99.55, 6.58' RT i 17 PAD= 422.0 �£ PAD=419.0 0SSMH70 2 STA 50+68.60, 4.89' RT IE 41 . 2 75 �FIkl.yU 1 TYP =� I SS JT 8„ P J S 056 0 PVC r9 r ,s i 10' PUBLIC SD ESMT. \\ �i PAD=415.0 t `l IE-410.68 'I PRIVATE ACCESS AND PUBLIC U77LITY TRACT SS 54" v "4.- STA 51 + 30, 6.00' RT P T 1E=4i0 f SS SS 410.16 a �t ` .� y.. I O O ,f 406 402 0 1 'D SEE C4.04 440 440 ......... ........ 430 Ina�r N o 430 LU N W + ao m EXISTING GRADE i- ei II II ® ROADWAY Q - Ii w 6 Lo ^ 420 -2.00% 6.19X2-001 cn w FINISH GRADE 0__ _ ± Q ^i o 420 - - 4.39 ROADWAY. � II _- -- -- -- - _ -,. 00% - -- (fw W 10016 410 66 " 8 PVC __ __ A, 94 93LF 8" PVC 410 S-9 �950 - {} _ � 11 6 SSMHSU 54" 0.0053 __:. RIM=3 413.51 50, t3, IE(N)=89-36 409.80 400 400 SSMH60 SSMH70 RIM=447-.38- 417.07 RIM=-46 41- 416.23 IE(SE)--46 3 408.82 IE(NW)=488-73 409.17 ....... IE(NE)-4e&;39 408.82 ►E(S)=-468.,33 409.27 IE(W)=469.29 408.72 390__ 390 380 380 ELEVATION AT EXIST. GROUND ELEVATION IAT FINISH GRADE n - � �.�0 04 o 0) 0 -� O °Q 06 _ �_ � 06 DO � c0 «j try yr N Nj N :try rF d ^ 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, LLC. All Rights Reserved. Approved bv- CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL 2 AS-BUILTS Rol JBS 05/01/141 JBS s"mEym- GG 03/16/15 JBS Dma,m JAMIE B. SCHROEDER PETER EVANS CHECKED: JAMIE B. SCHROEDER BY DATE APPR mPw- D: APPROVED N/A IF NOT ON'-...- jCH SCALE ACCORDINGLY HORIZ HADD119839M/1901 DATU M 5-312314 a 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 30 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 INCHFO MMMMW sere INOWL IIII-IMMI'll'" 0 N M®,! MMid■_ 1 tiTv "�-kra CONSULTANTS Site Planning - Civil Engineering CALL BEFORE Land Use Consulting - Project Management YOU DIG 1-80Q-4245555 733 7th Avenue, Suite 100 I Kirkland, WA 98033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com DATE: LIBERTY GARDENS 02/21/1, ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: -AGE: DRAWING NO: SANITARY SEWER PLAN AND PROFILE C4.06 SHEET: OF: 33 40 2 10 �m z IT1 z m M 0 D M Z (7) C l� M N 'CDN n { and z s C/) , T n 0 m �o v c C 2 _G )�� - % - fX NERSEENE