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Home My WebLink AboutSWP2703430.25OLD CONCRETE PILE CAP (APPROX,) CE3300 - CB TYPE 1 METAL COVER RIM,- 20.1 IE: 17.5 8" CPEP (N) IE: 17.5 8' CPEP (S) IE: 17.8 6' PVC (E) MECHANICAL PLUG IN OUTLET TO SOUTH VANED GRATE RIM: 19.4 IE: 16.06 18" DIP (N,S) IE: 16.06 8" CPEP (W) 6- CLEANOUT (MODIFIED} 1 10' ROUND FRAME AND COVER RIM- 20.5 IE: 17.5 8" CPEP (E) SUMP EL 14.5' SEE DETAIL, THIS SHEET CLEANOUT PLAN ......... ... . .....3O 6" CLEANOUT '(MODIFIED) ......... .......... . . . WALL NO. 4 ...... ...... RIM': jfj ................... ..... ..... .. .......... .......... ................ IE: 18.0 6" PVC .. ...... ........ ....... 20 '@1' '6 20 . ...... 55 6". PVC 00,72% ........ ULF. 6". P ? P �IC VC @1; 16 Z 56LF 8". CPEP @0, 34-7, 10 ....... 11-2?! -CPE-P, STORM C13300- CB ... TYPE- 1 .... ... ... .......... ........ .... ....... 10 ........ IE:- 1-6.5 -RECTANGULAR SOLID- METALCOVEf? CB3011 LCE TYPE'2,'48'� DIA ...... 131W 26.3 . ..... . ..... .. .... RIM:- 20-1 ROUND 'FRAME' AND COVER IE: 1�8.5-67.,PVC (W) .... .. 1E.' 17'5 8" (N) . ...... CPEP . ._ .... .. .. RIM: 0 ..... .... ...... ......... 187-� DIP STORM DRAIN. I i i, 8 pjr,C, CPEP S) 0 ........... IE- 17 3 87. CPEP 16A . .. ....... ........... ..... . Zt. 17?8L 67 PVC. (E), SUMP EL-14.5' SEE -DETAIL, THIS SHEET.' PROFILE V: 1" = 10' ♦N WA emoo P x4t 9FG33808 �p 1 NUMBER REVISION DESCRIPTION BY APP. DATE R-411 SEE TYPICAL--,, ROAD SECTION F SHEET 20 SURVEYED: KPG DRAWN BY: WRE DESIGN BY: _WRE CHECK BY: KRS — PROJ MGR: _JF FILE 0655DSTRM03.dwg 6" PVC MICRO SLOTTED PVC UNDERDRAIN PIPE FINISHED GRADE 10" CON C 12" RESERVOIR COURSE GEOTEX-11LE DRILL & TAP (SPLITTING THE SET MADE BOL DOWN WITH 3/ ALLEN- HEAD - 2 PLACES 1/8- RAISE 1/2' ODE BORDER 10"- K&MU11minew. 2111101011 PM CLIENTS, PEOPLE. PERFORMANCE 753 9t Avenue N 2502 Jefferson Avenue Seattle. DNA 98109 Tacoma, WA 984C2 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA (206) 28& 1 64C ('153) 627.072D T 1 206 441 9335 F 1 206 448 6922 mcAilpa.corn E seamail@ghd,com W www.ghd.corn CB301-TYPE 2, 48" DIA SOLID FRAME AND COVER RIM = ±20.5 IE = ±17.3 ELEV LETTERING (9)CO") (2) 4- DIA HOLES WITH MECHANICAL PLUGS EL ±18.0 AT CENTER EL 18.0 AT CENTER OF 4" DIA HOLE EL 13.5 AT SUMP FIBRE JOINT PACKING 301 MANHOLE - 48" DIA -CEMENT CONCRETE PAVEMENT, CLASS 5 '34) COS 8-14 12" =J� 2.4' (MIN) 6- PVC (IF USED) I " v w F vka UnM1111 NRIES 4.75 5* BEND 6-0 PVC (WYE) 6" PVC CLEANOUT FOR PVC DRAIN PIPE CONNECTION FIBRE JOINT PACKING 20" 2' 0,1 10" 4.75 6"0 MICRO SLOTTED PVC--//"* (4 45' BENDS 6" PVC CLEANOUT FOR PVC MICRO SLOTTED UN DERDRAIN PIPE -CONNECTION CLEANOUT (MODIFIED) RCITY OF RENTON Fublic Works Department t" CEMENT CONCRETE PAVEMENT, SEE ROADWAY SECTION RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST 8" CPEP (E) D-343025 BID DOCUMENTS DRAWING NO. 128 PROJECT NO. TED403430 FED AID NO. -CM0167t048) DATE: NOV 2011 SHEET NO. 128 OF 304