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O <br /> Q Edge of deck <br /> z <br /> — —— ———————————————————— ——————--——————————— —————————————————————————————— <br /> ——————————————————————— ———————————————————— <br /> 315+00 <br /> —— <br /> J L------ L-------- fL-----I r--------- 7 ---------------------------------- <br /> - — <br /> It <br /> Abut I Bent 2 Edge of deck Bent 3 Bent 4 Bent 5 <br /> to <br /> 11. <br /> Ail C) <br /> PLAN <br /> 1 -201 <br /> Deck Drcln Type D-2 <br /> cal ti V) N 81, 0 WSP <br /> 2-*6 each side of opening, <br /> see "Droln Inlet Top <br /> ReInforcIng" Detall <br /> ti See "Hanger Detoll" <br /> o *3 x 2'-8" tot 3 <br /> Edge of deck <br /> V) <br /> *3 x 11-6" tot 3 <br /> cfl cz <br /> o <br /> --—————— -—————————————————————— 81, 0 WSP <br /> ----------------------------=-------I ---------------- Y 8 x 71-6" steel Alpe 711-, -7 <br /> == ==== <br /> 320+00 flattened to 2V211 Ln <br /> ——————————————————— <br /> ———————————————— on drain end <br /> L---------------------————— —————— ————— <br /> ————— —————— <br /> 8" m WSP <br /> IR <br /> V4 x 4" x 11-411 1-311 <br /> L—————————————————————————————————— 2 <br /> ——————————————————————————————————— steel plate <br /> 'le <br /> TYPICAL DRAIN SECTION DI to <br /> a <br /> Bent <br /> 5 Edge of deck Bent 6 To Abut 7 No Scale <br /> PLAN <br /> (--)j TypIca/ deck <br /> /11-20/ Q <br /> Bottom of <br /> z Notes: reInforcement <br /> (Z) top deck <br /> Ftyp1. All pipes to be 8" 0 x 0.135" WSP with 1'-6" min 78" 0 hanger <br /> it <br /> rod V /0'-0" max <br /> radius bends except where otherwise noted. <br /> 2-*6 each side <br /> 8" 0 go1v steel <br /> of opening 2. El - Indicates Deck Drain Type D-2 location. <br /> Q) drolnpIpe <br /> 0 diameter Ul) <br /> J. For single deck drain, Type D-2 details see L�j 0 X 12" Q) <br /> threaded rod <br /> REG % <br /> 4. See "Drainage Details" sheet for drain outlet. 4 ?* ESSI <br /> T <br /> 40— <br /> REG D CIVIL ENGINEER QUO Fy <br /> 5. For detail not shown, see V4 x 2 s-/15 /07- <br /> golv Jeff W. on <br /> g; p <br /> PLAN steel hanger strop PLANS ROVAL DATE NO. 42728 <br /> 6. —am-- indicates direction of fI ow. < <br /> HANGER DETAIL QUINCY ENGINEERING, INC Exp.3-31-04 (J <br /> No Scale Iq <br /> 3247 Ramos Circle <br /> Droln Inlet top reinforcing 7. Cut conflicting deck reinforcement. No Scale Sacramento, CA 95827 - 2512 rF <br /> OF <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL <br /> AL, 6ANGHEZ 11 /2001 NO. SHEETS <br /> COUNTY OF SAN JOAOUIN NO SCALE DRAINAGE PLAN AND OVERHEAD <br /> J. OLANO 12/200 J6f�: f::� OL�6ON 5/02 KIMAL,- 5/02 <br /> BRIDGE NO , 29C -0411 32 41 <br /> FILE NAME DRAWER ISHEET N0. 1 ACAD REVISIONS I DATEI <br />