Loading...
HomeMy WebLinkAboutWWP2703723.4TBLOCK_COR OTOP351308 CUWS351308 W CUSD351308 CNOT351308 CGRD351308 O CSIT351308 U keymap W J H w C/) z z W w 0 rr' a Q 0 rr W m J SSMH50 STA 234 A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. MATCHLINE STA 26+60 SEE C4.05 26 25 PAD= 416.8 -PAD= 415.8 `� `o`► 2 SSMH60 STA 25+28.52, 0.00' N N 16 / STA 25+63 05, 0. L 777M �� 34LF 8" PVC S=Q.1073 75, 1.01' LTIr \`� --- PAD =419.0 1 PAD=417.0 18 PAD= 420.0 SEE C4.05 450 _ 450 LOW PT STA: 24+27.86 LOW PT EL: 414.16 PW STA: 24+95.00 PW EL: 413.80 440 150, 00' VC _ 440 0 0 + 0^0 ¢ + o FINISH GRADE ® n N N ROADWAY _ 430 V Gi W vi LLi 430 m m N a Lu ILL, 9.05% rrI oar. EXISTING GRADE ��d _--------- _ - 420 420 0 _ _ ® ROADWAY ? _I�-W - - - _ �} N '`1- ------------- - - -- 8" PVC 1 Cn - - - - --_�----_----------9LF S_0.0909 (� „PVC Q 3gI-F 8 10 46 13' 35' 410 410 A== ... ., 1 07 3 . - VC 63 0050 SSMH60RIM= SSMH62 Z J S5MH5p RIM=417.38 IE(SE)_408.39 IE N ¢412.i3 ( ) C� 400 _ RIM=414.58 IE(E)=407.34 .. iE(NE)=408.39 IE(SW)=412.03 400 _- IE(NW)=407.24 IE(W)=40&29 Q� 47LF 8" PVC C S= 0 0050 390 390 ELEVATION AT. EXIST. GROUND 380 ELEVATION AT FINISH GRADE 380 400 _ _ _CNI 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 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 1 CONSTRUCTION PERMIT APPROVAL 17ky169[GRI JBS 05/01/14 JBS s'RwyD' DESIGNED: JAMIE B. SCHROEDE DRAWN: PETER EVANS CHECKED: JAMIE B. SCHROEDE BY DATE APPR APPROVED Ste: N/A PE ��AT FULL SCALE PE IF NOT ONE INDi SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1993/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 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 40 SAWCUT EXIST PVMT. OCONNECT 6" SIDE SEWER TO MANHOLE PER COR STD. PLAN 406.1 O 48" 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 OF RENTON STANDARDS BY DATE: -V4 z nn ((.. • '/ BY: DATE: - !BY: DATE : 5- 372304 w 4s IsC P ION L 7 CONSULTANTS Site Planning - Civil Engineering CALL BEFORE Land Use Consulting - Project Management YOU DIG 1-800-424-5555 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 i FAX: (425) 285-2389 www.cphconsultants.com DATE: LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: DRAWING NO: '. SANITARY SEWER PLAN AND PROFILE C4.04 SHEET: OF: 31 40 J WEREEZEN