Loading...
HomeMy WebLinkAboutSWP2702959.340 7- fy Ill 7- 0*) LO 0') 60" DIA. CONC. SD (72 DIA. O.D. PIPE) CV (79$0 DIA. KNOCKOUT) CL I.E. 13.47 cn tt < 4 0 04 (FUTURE) 4 II 4 FU*[URL 72" DIA. CONC. SD (86" Dik O.D. PIPE) (93" DIA, KNOCKOUT) I.E. 12.47 PROVIDE KNOCKOUT ONLY 12 of DIA. CPEP SD (14.45" DIA. O.D. PIPE) (20 I.E. 17.00 $0 DIA. KNOCKOUT) 60" DIA. CONC. SD - (72to DIA. O.D. PIPE) (79of DIA. KNOCKOUT) I.E. 13.47 FUTURE 72" DIA. CONC. SD (86" DIA. O.D. PIPE) (93" DIA, KNOCKOUT) I.E. 12.47 PRnvinF KNOCKOUT ONLY vii P, og Ira MIMI 4 I EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72" DIA, KNOCKOUT) I.E. 13.47± ­60of DIA. CONC. SD (72" DIA. O.D. PIPE) (79to DIA. KNOCKOUT) co I.E. 13.47 STANDARD SOLID LOCKING in RING AND COVER 12 DIA. CPEP SD (14.45It DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 17.00 PLAN INSTALL ADJUSTMENT RINGS AS NECESSARY, 4- MIN., 16" MAX. HEIGHT RIM EL. 00% 23.40 60" DIA. CONC. SD T.O.S. (72it DIA. O.D. PIPE) 'A < 21.93 (79to DIA. KNOCKOUT) SEE I.E. 13.47 NOTE 2 ]T.O.S. 4 11.60 PROFILE STORM DRAINAGE VAULT NO. 1 NORTH/SOUTH q STA. 1+50 8'W x 241 x 9'-6" H PANEL VAULT (INSIDE DIMENSIONS SCALE: 1/4"=1'-O" 36 DIA. C PEP SD (41.7" DIA. O.D. PIPE) (50 DIA. KNOCKOUT) I.E. 13.96 60 DIA. CONC. SD - (72" DIA. O.D. PIPE) (79it DIA. KNOCKOUT) I.E. 13.67 EXIST. 54" DIA, CONC. SD (65" DIA. O.D. PIPE) (72" DIA, KNOCKOUT) I.E. 13.47± 12 of DIA. CPEP SD (14.45" DIA. O.D. PIPE) (20It DIA. KNOCKOUT) I.E. 14.80 12 DIA. CPEP SD (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 14.80 36 $9 DIA. CPEP SD (41.7' DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 13.9 6 60 DIA. CONC. SD (72" DIA. O.D. PIPE) (79of DIA. KNOCKOUT) I.E. 13.67 60 DIA. CONC. SD (72to DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STANDARD SOLID LOCKING RING AND COVER EXIST. 24" DIA. CONC. SD (30 DIA. O.D. PIPE) (3 6" DIA. KNOCKOUT) I.E. 15.86 00 STANDARD SOLID LOCKING RING AND COVER EXIST. 21" DIA, CONC. SD " 1 , . (27" DIA. O.D. PIPE) (34!' DIA. KNOCKOUT) Z. I.E. 18.3 PLAN EXIST, 21" DIA, CONC. SD (27" DIA. O.D. PIPE) (34!' DIA. KNOCKOUT) I.E. 1 &3± RIM EL. 24.65 T.O.S. O.S. -,23.00 \-SEE NOTE o) 't , T.O.S.- 1A .,,Jl 2.6 PROFILE INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT to 60 DIA. CONC. SD (72'$ DIA. O.D. PIPE) (79 DIA. KNOCKOUT) I.E. 13.67 STORM DRAINAGE VAULT NO. 2 2 NORTH/SOUTH q STA. 6+64 8'W x 201 x 9-6" H PANEL VAULT (INSIDE DIMENSION SCALE: 1/4"=1 '-0" D•295934 EXIST. 24" DIA. CONC. SID (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) lZ 15,86 12 it DIA. CPEP SD (FUTURE) (14.45 DIA. O.D. PIPE) i FUTURE 48" DIA. CONC. SD (20" DIA. KNOCKOUT) )"I (58 DIA, O.D. PIPE) I.E. 19.87 (66" DIA. KNOCKOUT) I.E. -14,45 (EST.) PROVIDE KNOCKOUT ONLY EXIST. 24" DIA. CONC. SD (30" DIA, O.D. PIPE) '. .4. (3 6" DIA. KNOCKOUT) I.E. 1 8.82± 00 18 DIA. CPEP SD 60 DIA. CONC. SD 8 (21.2$0 DIA. O.D. PIPE) (72" DIA. O.D. PIPE) : ., (27 DIA. KNOCKOUT) (79 DIA. KNOCKOUT) I.E. 17.70 I.E. 14.45 Te STANDARD SOLID LOCKING < RING AND COVER 1 co 1:2. 36 DIA. CPEP SD 14 A. (41.7 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 12 DIA. CPEP SD (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST 24" DIA. CONC. SD (30�' DIA. O.D. PIPE) (36 DIA. KNOCKOUT) LE. 18.82± GENERAL VAULT _CO_NSTRUCTION NOTES: -FUTURE 48" DIA. CONC, SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) LE, 14.45 (EST.) PROVIDE KNOCKOUT ONLY INSTALL ADJUSTMENT RIM EL. RINGS AS NECESSARY, 4" 24.50 MIN., 16" MAX. HEIGHT ITOArq� OF T.O.S. 23.13 18 to DIA. CPEP SD \-SEE (21.2to DIA. O.D. PIPE) 10=1`11t, \ NOTE (27" DIA. KNOCKOUT) 2 17.70 00 00- < to 1-3 36 DIA. CPEP SD 60 DIA. CONC. SD (72of DIA. O.D. PIPE) (41.7" DIA. O.D. PIPE) (50 DIA. KNOCKOUT) of (79 DIA. KNOCKOUT) I.E. 14.45 PROFILE I.E. 14.45 STORM DRAINAGE VAULT NO. 3 K73N� NORTH/SOUTH q STA. 25+57 11 8'W x 18'L x 8'-8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY NO. 818-8LA OR EQUAL 1. l' MIN. SPACING REQUIRED BETWEEN KNOCKOUTS. 2. ALL VAULT ACCESS RISERS TO BE EQUIPPED WITH STEPS AND LADDER PER CITY STANDARD DETAIL B035. i qFF qPFrIPlr.ATIr)N]q POP nP(Z lr-Kl AKIr) SCALE: 1/4"=1'-0" iS Sulcr Per-P cDfnV_Af_rn,)lc 2F," n b IRECOMMENZIED FOR APPROVAL By,-' Datel_:__ air Byl------ ---------------- Date,- Byi---------------- Datej -------- I EXPIRES: 7-12-2004 CONSTRUCTION REQUIREMENTS D-2 9 5 925_ ldwrr� I CM0 qwl­� Cwx%&,y SrOmloortzxe, Inc. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 SURVe=� S.T. SCAM VERTr-4L* NAVD 19M HORMONrAL- WD IM/Ml DATUM 404 CITY OF RENTON Planning/Building/Public Works Dept. S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. STORM DRAINAGE VAULT DETAILS I I IIAM 2/20/04 DESMM: MA RELDB": PAGE: mw- J.N. ONE WH AT FML SCALE F NOT ONE INCH SCALE ACCORDING! CHECKM. MA MVANC NO.- NO, REVISION BYTDATE APPR APPROVM..E. K - SHEEP, 25 OR 271 COO CD > C) v) ,-Pa 95 9 3 IV SCANNED MAY 0 12006