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HomeMy WebLinkAboutWWP2703522.7CGRD110806 CNOT110806 CSIT110806 W CUSD110806 OTOP110806 TBLOCK_COR O CPROF110806-20 U CUWS110806 W w z z 0 U U w 0 cc m Q 0— W z J LUJ NE 1,14, SE 114, SEC. 10, TWP 23 Ny R5E W M. N ON SUBDIVISION I II I 1 STA 10+00LYONS AVE NEB R 4 � N ����� 1; N0. L0.7 0 I STA 1+00EAST RENTON PLAT I 02JO5902JRENTON PROJECTWO. S34511 PROJECT BOUNDARY j ' - x i b7 WTI \ I I IT o SENSI TI VE AREA': ----—r—--TRACT CONSTRUCTION NOTES Q6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER COR STD. PLAN 406.1 Q48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 DEXTRA SHALLOW SANITARY MANHOLE PER COR STD. PLAN 400.3 SAWCUT EXIST. PVMT. QSANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 GENERAL NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE FINISH FLOOR ELEVATION AT THE PROPERTY LINE AS SHOWN ON THE PLAN. 2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED OTHERWISE BY *). 3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT. ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE EAST RENTON SUBDIVISION ARE COMPLETED OR CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY PARK. SM3522 13 1 '90 SCE WAS�roC�' e6 � 37610 O w� '�' S ANAL N O � 0-) � o � � r�:� � � � � oll� :� o'er � � �:N cp �f '� ca LO r� r7 O r} CO N cp rn �t CO:C(j � � vj.� d :� :� �:� �i :\ <O 00 o 0 O nj N.� CO Oj 0-) dco C pp O �!�o o � o:� o:� o cp co o � �:r\ �:^ �o0 0:� o 00 rn �:� o :� o rn o:oS 13U qD LT CALL BEFORE d :�. a M- �:rt u7 YOU DIG 1-800-424-5555 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 1 CITY OE RENTON PERMIT SUBMITTAL JBS 3/4/09 JBS SURVEY-D: `GALE: C PIH CONSULTANTS Site Planning - (ivil Engineering Project Management • (and Development (onsulting 733 7th Avenue, Suite 100 Kirkland, WA98033 Phone: (425) 285-2390 FAX: (425) 285-2389 www.cphconsultants.com SHANE BARNES, PLS DATE.7/12/09 VERTICAL: NA VD 83/1 C TY OF DELANEY PARK SUBDIVISION HORIZONTAL: NAD 1983/1991 1� 2 UPDATED LOT LINES JBS 3 25/10 JBS DESIGNED: N/A FIELD 3 REVISED ROAD GRADES JBS 7/13/10 JBS JAMIE B. SCHROEDER, P'_ ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS PACE: 00K: m DRAWN: RENTON PAGE: PETER EVANS DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public works Dept. SANITARY SEWER PLAN AND PROFILE C3.01B JAMIE B. SCHROEDER, P,- IF NOT ONE INCH N0. REVISION BY -'ATE AP PR APPROVED: SCALE ACCORDINGLY ALTERNATE B SHEET: OF: Copyright©2009 CPH Consultants, LLC. All Rights Reserved. APPROVED 1 20 29 j fS d- 1 IAI-ININININIAIA C7 m Y � � C b 1 NCD ~b r Y ' N N