Loading...
HomeMy WebLinkAboutD-322309Ld z F- Lli 0 n i� z Z _j Ld L, 2) Z 0 E uj CN 0 0 0 0 4- Q 4- C) _17 I- 0 F- z Ld ry 0 0 0 0 1 Qu 0 0 LL Li ry (y) 0 0 0 (3) V) i E OL ro 0 0 0 CIA 0 0 0 0 -o L 21'-0" 20 #5x8' DIAL EF, TYP 2 EXTRA FULL HEIGHT WALL REINF AND DOWELS EF 2 EXTRA #5x10' HORZ EF EL 12.50 60') CONC SD--, WALL CONTROL JOINT 10 v 0 0 0 EL 4.75 20 EL 1 Of SECTION A F S 1 SCALE: 1/4"-1'-0" m CAST-IN-PLACE 22" DIA WATER LINE CASING PIPE. WRAP CASING PIPE IN 1/4" DUROMETER 40 4'-0" 11 NEOPRENE -EXTRA REINF AT OPENINGS 2#5x60" HORZ & VERT EF 1#5x48" DIAL EF SEE NOTE I - CAST -IN -PLACE 22" DIA WATER 4'-0" LINE CASING PIPE. WRAP CASING PIPE IN 1/4" DUROMETER 40 NEOPRENE -:2 THICKENED WALL SECTION BEHIND 3" PVC DRAIN AT 6'-0" OC MAX, TYP 4 WALLS 0 SOIL HEIGHT BEHIND WALL, TYP 14'-0 WALL CONTROL JOINT 0 FINAL GRADE STREAM SIDE OF WALL, TYP SECTION C SCALE: 1/4"=1'-0" Si 1/2"XI" DEEP FORMED NOTCH 3" CLR WHEN EXPOSED FORMED 3/4"x2' -0)p SMOOTH GALV DOWEL AT CENTER, 4 < APPLY BOND I BREAKER SECTION SCALE: I"--l'—O" SECTION D SCALE: 1/4"-1'-0" S1 0 ISSUE FOR BID , NO. I REVISION A�FE 7- SURVEYED: DH&A DESIGNED: LMG DRAWN: LMG 3-2-0-/ CHECKED: RML BY DATE APPR APPROVED: MSG 20 1. LOCATE CENTERLINE OF WATERLINE OPENINGS 23" OFFSET FROM FACE OF CULVERT. 20 EL 15.27 10 EL 4.75 MAX PAY WIDTH FOR STRUCTURAL EXCAVATIO 2" CLR #7@12 VERT #5@12 HORZ GRAVEL BACKFILL FOR WALLS 10 GEOTEXTILE DRAINAGE I MAT, SEE NOTE m in, ti NOTE: GEOTEXTILE DRAINAGE MAT TO COVER ENTIRE BACK SIDE OF STEM WALL FROM FOUNDATION TO 1' BELOW FINISHED GRADE. 3"DIA WEEP HOLE MAKE HOLE IN DRAINAGE MATT BACKING ''/\\//x #5@ 1 2EW D- 322309' #7@6 Li #7@6 DWL HK TOE__� F 1/4"= 1 2-0y) 2 0 2 4 6 8 10 —e 1 5mmmmi SCALE: 1/2"-1'-0" Scale Feet SCALE: VERTICAL, NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF MOM M RENTON ONE INCH DATU M AT "LL SC ALE IF NOT ONEINCH Planning/Building/Public Works Dept. SCALE ACCORD INCH 112"=V-0" z 4 mmommil 5 Scale Feet SW 34TH STREET DA 03/2/07 CULVERT REPLACEMENT PROJECT FIELDBOOK: PAGE: DRAWING NO: WING WALL SECTIONS S2 AND DETAILS 71E OF 16 D - 32314. > RI > j