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100-5ST01 a 6" Top (Typ. Spans 18-26) <br />5/-5570/8 6' Top (For Spon 27) <br />50-45702 8 12" Bottom (Typ. Spans 18-26) <br />26-45702 8 l2' Bottom (For Spon 27) <br />IMIr- <br />I I <br />4SLO1 B 12' (Typ. Spans 19-261 <br />ro A ¢ Beam 1 _ _ <br />c---- - - - - - --- - - - - - - - - <br />_ — <br />- - <br />8 $ Foce of Curb <br />`` <br />NN <br />Face of Curb <br />O o <br />aN4¢Beam 2 - ---- - --- <br />--- <br />Z <br />L <br />11,...4 <br />� <br />50-45702 Bottom (Typ. Spans 18-26) <br />26-45T02 8 12" Bottom (For Span 27) <br />r 7 <br />DECK SLAB REINFORCING AND SCUPPER LAYOUT PLAN <br />v <br />(50'-0" Spon Shown, Other Spans Similar) 1"xl%2" Slotted <br />Holes (Typ 1 <br />rp of Deck <br />0 <br />Modified and O <br />--Reinstalled 3/8" Aluminum <br />Railing Plate 0 0 <br />V <br />.. <br />„eV-- <br />(Typ.) <br />.. <br />V <br />I <br />I <br />SECTION B <br />11 <br />Existing <br />Post <br />-B <br />Roiling <br />11 <br />12-5050!a 4' <br />(Aluminum 6061-75 or <br />6061-76) <br />r <br />,G <br />1 <br />.. G' <br />4SL Bar <br />v 45703 R 8" o. c. <br />• <br />illSDLOI <br />I <br />• <br />j <br />5" <br />€ Diaphragm <br />5" <br />�� <br />E.F. (Typ.) <br />�,,//, <br />SDL02 <br />(Typ.) <br />JP711kb <br />MIMI <br />I. <br />t"to <br />irm' <br />0. -min <br />1111 <br />�,1�'� <br />SSTO1Threaded <br />AD <br />45702 <br />4SL Bar♦�- <br />1" <br />(0 <br />'� <br />8,- <br />50201 <br />New Inverted -7 Prestressed <br />( <br />3' 0 U.V. Resistant Z'11 <br />PVC Open Drainage <br />Inserts (See Sheet <br />No.Bt-16)(Typ.) <br />SOL 02 <br />Beam (Typ.) See Sheet <br />Nos, BI -17 - BI -19 <br />Scupper (Typ.) I 50L02 EF. <br />(Typ.) <br />0 Beam 1 0 Beam 2 1 2'-2" Lap (MM.) I <br />„1 5DLO1 E.F. (Typ.) <br />�(• 1 SECTION C -C <br />NEW SUPERSTRUCTURE (SECTION A -A) $412— -..i''-61'.1"'"2").4.-3 NEW DIAPHRAGM BRIDGE N0. 880051 <br />4 -(6-0.1 <br />REVISE <br />ONS <br />02)00 <br />DAIEi <br />ENGINEER OF RECORD• <br />INDIAN RIVER COUNT? PUBLIC WORKS DEPARTMENT <br />40E141)0.1. <br />EAST PIER <br />NEW DECK SLAB REINFORCING <br />DAR <br />0Y <br />000045TIDR <br />DATE <br />0. <br />OES00000I <br />MIN 0. <br />GTED000e. <br />AKB <br />CG <br />8/06 <br />8/06 <br />HARDIGTE & HANOVER LLP <br />Roo 6AWGRAAICORPORATE mows <br />SUITE 044 <br />B'"''^' PL3 R <br />Geste A Grenade.P.E 064771 <br />Certificate of AuthwBotien 0171_ <br />ROAD RD. <br />OMNI <br />FINAIICIM PROJECT ID <br />00"0001..S <br />CR 510 OVER INTRACOASTAL WATERWAY <br />RET MO. <br />DISIDRED IN <br />CG <br />8/06 <br />CR 510 <br />INDIAN RIVER <br />,„,,,„.. ,,,..• <br />e/29/806 <br />D. <br />TJN <br />8/06 <br />WABASSO FISHING PIER REPA IRS <br />2.121 PM 0,2118 -Wo. 0 TWO, Pler•P rel.of 5,0m15m11alOPAen <br />81-15 <br />WNP.ED 00 <br />T..) Nabs, P.E. <br />U <br />