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HomeMy WebLinkAboutWWP2703522.5CGRD110806 CNOT110806 CSIT110806 w CUSD110806 OTOP110806 TBLOCK_COR O CPROF110806-20 V CU WS110806 W LLJ z 0 z I— w \ O i 0 m Se rr Q n L1J z Q J w 0 ALTERNATE B (SEE NOTE 4) , � / yI — — _ — / ; f do / / I i STA 17+18.64 SHAMROCK HEIGHTS (S3187)= STA 0+00.00 DELANEY PARK I L cn 1 I CONTRACTOR TO VERIFY LOCATION AND - - ELEVATIONS PRIOR TO CONSTRUCTION b I HEIGHTS ! W,SHAMROCK 0 20 40 HORIZ. IN FEET - 0 10 20 I y. VERT. IN FEET 7708207777 lb5 W�I (LOT 71) C m ®m 4 70 ... . ......... . .. ...... . ................... ............................ ...... ......... .................. ................:....... ..... .....CONN. TO EXIST. SSMH 42. ... .................................................... ............ .-. .......................... ................ ........................... ...... ............ _............................ .... ................ ..............° ......... ..... . _ .. _. .................................... .......- .................. .... ........ .. - FINISH _GRADE ... RIM=.456.86....... .............. .. .... ..... ...... ........ ...... ........ ... IE(6": IN)=449.06 : ...... ..... .. . .. .... .. ........ . SSMH 110 IE 8" IN =449.08 q: 0"1..... - RI �»45-7 45� fi S� IE 8" OUT=448.98.:. . _.._ 5 E 8 OU 4�+ 460 - .. -REGRADE FOR RIM=33 �'9.:2� IE(8" IN)=449.43 4�i. •'(� ..... .. ... .... ...... .... FILL OVER PIPE TO — — _ T - - ` �.-- :::: MANHOLE ,, : - .: q IE 8 OUT 449.33 �% ` ... ........ .. MAINTAIN 2-FT COVER ..... ... 323 . — — T - - — — — — — — — 00 H 2 . . SUM FRpM f .. . 450fi 52...... LF 8 _ P.VC . — _. .) ...•. _ — — — __-- — — F8"PVC - .,{_ 'F 450 . --- .. ...... . ... - �9-995� s =�c�, ...... s=e-ee�e • ............ ...... .. ...... .. , ... .... .. . ... ... ...... ........ .... Q. or. . ..... �� off. D•� It- 440 ............. 440 430 430 CONSTRUCTION NOTES Q6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER COR STD. PLAN 406.1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 EXTRA SHALLOW SANITARY MANHOLE PER COR STD. PLAN 400.3 SAWCUT EXIST. PVMT. 5� SANITARY 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. S=3522 I 1;;3522-05,- CONSULTANTS Site Planning , Eivil Engineering AS0o N I d Ln cfl o�' o o o N N o f co 4 u� Project Management ° tand gevelopment Consulting co: co: N` O N: N �i: N: N , mot: �t co; CC) o` co 733 7th Avenue, Suite 100 Ln: Ln Ln Ln: � Ln Ln Ln �. Ln: Ln Lo . Lc) � Ln Ln. Ln CALL wiEFORE YOU DIG Kirkland, WA98033 Phone: (425) 285-2390 1-800-424-5555 FAX: (425) 285-2389 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 1 www.cphconsuitants.com Copyright © 2009 CPH Consultants, LLC. All Rights Reserved. I NO. CITY OF RENTON PERMIT SUBMITTAL_ REVISION JBS 3/4/09 JBS SURVEYED: SHANE BARNES, PLS DESIGNED: WE B. SCHROEDER, P DRAWN: PETER EVANS CHECKED: WE B. SCHROEDER, P APPROVED: APPROVED SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 910,16 "OR CITY OF PENTON Planning/Building/Public Works Dept. WA V ti �G Q r� w� 37610 CISTE'i- SS �G ZONAL r ' DATE: DELANEY PAHK SUBDIVI8I0N 7/12/09 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: SANITARY SEWER PLAN AND PROFILE C3.04. ALTERNATE B SHEET: OF: 23 29 mmmmmmmm