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SWP2703430.13
60. 60 ....... .................... NUMBER 33 ......I .................. I ............. ................. ................. :....... ........ ...........:. ...... o... �.... .. ... .......... �,, .. cn.: W a. ice. ...... ... . ..... . ¢ U X �' ¢ �... .� �--. �. o 40 a 7 r �L l 00 c.�. c.�.. .�. m .. a �.., W CO .. U CL ,a 1.Lt rl . �y . ,� ... -c-4 . gip... W. bb ..... N . CV .... tsJ. Q . . .. GJ. CJ .. ....... .�.... _.... �. C).N x ... c... .. ...... . . CO :z +gym N am'¢: a �0.� N �.... �.�N W 4Q N , . .. 1 AO. EW ' .. .. ... m �. �. :.............. U U7 u-) . Co � lM. r- rn' 00. T �-- ..... .... . M 4 1 , N 11 � �, � .N .N .... U _.}.. �. N �. aj �...... .... ........... I �. N N p. C7�� (n�W _ W, m C} ~. �.W W . . . . . . . . .. . . .� 0 Q .: CV N... . . . .. . . M. Q .W.W.W.W. ... CAD .. m— I. I.I..11.... F-- ........ co Fx —.......... ........ ... ...........m V m (n W W U Z. J A' J.0 .J'JIIV1' UJIC_II'1 . irr_Nk h1 ..... ........ CID....... . . ¢© ��W . ...NN U 40 Lix. cV _CV ... .�. +L6 .o ... 'PROFILE ..... ........ ....06 QCO . +-oo o a _CNrn4Q X .... EXGROUND. az N . o wAT .... .. ....... ..... . CL ci ai W w W ..... .. 19 20 21 22 WEST SIDE 60 60 REVI: BY I APP I DATE �y R. s2l 1 9FGISTEQ'�Q 44 EAST SIDE SURVEYED: KPG DRAWN BY: WIRE DESIGN BY: WRE__ CHECK BY: KRS PROJ MGR: JF FILE: 0655DSTRM02.d,ivg 11k, ;&- — I 753 9th Avenue N 2502 Jefferson Avenue Seattle. WA 98109 Tacoma, WA 98402 (206) 2%1640 (253) 627-0720 www.kpc.com CLIENTS I PEOPLE 1 PERFORMANCE 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA T 1 206 441 9335 F 1 205 448 6922 E seamail@ghd.com W www.ghd.com R CITY OF RENTON t F'u'Jlic Woks Dept-tmert APPROVED FOR CONSTRUCTION BY: DATE: 1144611f GENERAL DRAINAGE NOTES: 1. PIPES LABELED F'CPEP" SHALL BE CORRUGATED POLYETHYLENE STORM SEWER PIPE. 2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS.. 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 - RENTON STD. PLAN 200.00 b. TYPE 1 L - RENTON STD. PLAN 200.10 c. CONCRETE INLET - RENTON STD. PLAN 200.30 d. TYPE 2 - RENTON STD. PLAN 201.00 5. CATCH BASINS SHALL BE CONSTRUCTED WITH OPEN CURB FACE FRAME (RENTON STD. PLAN 203.00) AND VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS; a. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 b. B1-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204,30 c. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 d. ROUND FRAME AND COVER - RENTON STD, PLAN 204.50 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. SEE DRAWING NO. 120 FOR P(PICAL PIPE. TRENCH CROSS SECTION 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1/2 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST STA 18+50 TO STA 22+50 D=343013 BID DOCUMENTS DRAWING NO, 1 1 6 67 DATE: NOV 2011 SHEET NO. _116_ OF 304