Loading...
HomeMy WebLinkAboutSWP2703430.1477 Q0 CD r 1) 60 60 00 40 40 CN4 + + C4 fn' 60 60 ...... ..... ......... .. 35 ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U-) Cn'Uj . . . . . . . . CLI (1_1 UjXW't I . . . . . . . '.0-1 Co - - ..... ..... I'40 40 .............. . . . . . . . . C) .... M 4C> .1% C14 C,6 1"--� C�4 C' C-4. >< 00 . . . . . . ....... . EX GROUND C) + Uj M - '+* Uj 'U-), C,4 q-.4 , C-4 'U -) '7 . . . . . . . AT CL . . . . . . >< LLj X V) LLJ �Lj �Lj_ !�j LO M CN . . . . . . . . N . . . . . . . . . . . . . I 0) E w tjj . . . . . . . . . . . . . . . . . . . . . . . . WEST GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L PROFILE . . . . . . . . . . . . . . . . . . . . I . . . . . . . 20 ................ ........ ............ * ........... ......... I ................ 201, .......... A 0 A .... I . . I � STANDARD . . ... I I I . . � FRAME RECTANGULAR FRAME : . . . . . . . . . . . STA 22+83 (63,8. Q. ... ...... ............... . P35- -40LF- 12" CPEP, @6.LO8% 0 RIM: . 25 ... IE= 22.43,12 CPEP. (SE) ......... ........... ... ........ ... EX -POWER, - WATER &'GAS ........ . ..... . 2.5; X '5,L02 ........... DEPTH'UN K ......... ..... 'JOINT UTILITY CROSSING' 0 0 ......... . 'P1 33 15LF - 12" CPEP @1,84% 22 22+50 23 23+50 SW 7TH STREET (SW CORNERS SW 7TH ST (NW CORNER) EAST SIDE S 7TH STREET (NE CORNER) 60 . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 . . . . . . . . . . . . . . . . ...... ... ..... ....... . .. . . . . . . . . . . . . .. . 12 j . ............... . ..... . . .. . .. . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C) LLj. C7)0L. .. . . . . . . . . . . . . . . . . . . . . . . 40 WEST.. GUTTER.. . . . . . . . . . . . . . . . . . . C C) .. ....... .... ... ... . . . . 40 ......... ... PROFILE..... C:) 'EX GROUND ...... ... M 04 WEST GUTTER AT. CL ... ... PROFILE . . . .. . . . . . . . . . ......... ... ... ....... ... ... 20 ........ ... ............... ............... ... 20 ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P1-24 118LF- 12' CPEP 00 5ff . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 24 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. .. . 24+50 . . . . . . 25 WEST SIDE GENERAL DRAINAGE NOTES: 1 PIPES LABELED "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 1L 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 OTHERWIISE ON THE PLAN OR PROFILE AS FOLLOWS: a. STANDARD RECTANGULAR FRAME — RENTON STD. PLAN 204-00 b, BI—DIREC-11,0NAL VANED GRAT — RENTwON �l—lj. PLAN c. RECTANGULAR SOLID METAL Cf,"VER -- RENTON STD. "t-AN 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. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION 60 60 7 . ... .. ...... .. .. 38, ......... ...... ....... .... ..... ........ .......... .. V) Z: ...... ............ ...... ........ ........ ........ CN......... .. .......... .. ...... .... ... 00 40 ....... '0-4 Uj in + NO . . . . . . n CD .0 . . . - . . C,4 M C� C,� 'EAST MEDIAN ........ ........ Co ... -CN . ....... ........ PROFILE� . . . . . . C> Ln Of Uj . . . . . . EX GROUND 7 . . . . . . . . . . . AT CL 20 .........sAMECTURE 0, J' 20 sTRU . . . . . . . . . . . . . . . . . . . . . . . . . P39 216LF, 12", AME' CB _P38 '59LF 12" CPEP- 00.57 Ne .. ... . :z X U-11 . . . . . . . . . . . . . . . . . . N1 0 1- EX POWER AND TELEPHONE, : .... .... DEPTH UNK ..... ....... ......... ... .... ....... ......0 .. % . . . . . . . % . . . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D 343014 . .......... ............. ..... .... 0 5 10 20 40 60 . . . . . . . . . . . . . HORIZONTA" SLALE 1N FE[ T ..... ...... .. .. . ...... .. ...... (VERTICAL SCALE a 112 H13RIZONTAL SCALE\ ........... ...... L . ...... 24 25 EAST SIDE (MEDIAN) BID mock llmz: Lj U R. ---w * # SURVEYED: KPG - P-0.0114 I"RAINIER AVENUE S (SR 167) DRAWING No, 117 N P, DRAWN BY: WIRE CITY OF RIETO NN R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 4q/ PEOPLE CLIENTS : PERFORMANCE DESIGN BY: WIRE a..- ). PLj:,,11c Dep(lt_�rnert 753 �h Avenue N 2502 Jefferson Avenue FED AID NO.-CM01604 CHECK BY: KRS Seattle. PA 9B109 Tacoma, WA 98402 DRAINAGE PROFILE ��8) 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA APPROVED FOR CONSTRUCTION DATE: NOV 2011 1253) 627-0720 5�,�33808 10 (M) 286-1640 11 ♦PROJ VGR: JF T 1 206 441 9385 F 1 206 448 6922 mNw.kpg.com E seamail@ghid.com W www.ghdxorn SHEET NO. 117 OF 304 BY: DATE: STA 22+50 TO STA 25+00 - NUMBER REVISION DESCRIPTION BY APP.DATE _41 FILE: OE55DSTRM02 dwg A—