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25'-5" (Spon 1) <br />50'-0" (Spans 2-9) <br />A <br />',m,� <br />rk <br />Bent <br />49'-8" <br />Railing (Typ.l <br />(Spon 11) <br />r-- Bent <br />it <br />- <br />1 <br />I <br />_t <br />1 <br />_ __ <br />I <br />L Face of Curb ti Beam <br />_ — _ — __ _ _ _ _ _ _ <br />1 <br />_ - _ - _ _ _ _ _ _ _ _ _ _ _ <br />_ <br />Beam <br />r Face of Curb <br />2 <br />I _ <br />IL <br />TYPICAL PLAN <br />I'-r/4' 4'-5'/1' 1'-r/.' <br />— € Beam 1 <br />w C Bent - Railing <br />t- <br />C Bent -t- <br />- <br />VrL <br />.. <br />•L- <br />Beam 2 <br />. <br />VCurb <br />- <br />(Typ.) <br />d. <br />Curb <br />- <br />1 <br />? <br />2 <br />l\ <br />/ <br />r <br />\ <br />/ <br />Class 5 <br />Finish <br />- <br />- <br />— <br />End Diaphragm <br />(Typ.) <br />1 <br />1 <br />f <br />co <br />Limits of Class 5 Finish <br />r--7 r---I <br />4 <br />N <br />L Prestressed <br />T-Beam <br />-.-.—Pile <br />Cop (Typ.) <br />- <br />Pile (Typ.) <br />T <br />YPICAL <br />PIER SECTION <br />AT <br />— 14" Ql <br />BENT <br />ti.._ <br />14" ti) Pile (Typ.) <br />TYPICAL SPAN ELEVATION <br />—1,---- <br />tiTYPICAL <br />C,--....12-- C" 14 fro>, v <br />4 _ (C ,c,"'? BRIDGE N0. 880051 <br />REVISIONS <br />NYL4 <br />0445 <br />ENGINEER OF RECORD. <br />INDIAN RIVER COUNTY PUBLIC WORK, DEPARTMENT <br />NW 310.4. <br />WEST PIER <br />TYPICAL SECTION, PLAN & ELEVATION <br />0500 <br />IN <br />OESCNII110N <br />DAIS <br />El <br />00000 <br />MON in <br />GLCPEO P, <br />AKB <br />CG <br />8/06 <br />8/06 <br />BARDETTT & BANOVPR LLP <br />ton 3AWGRnscw0PoextYPRYT <br />SUITE AN <br />�^��• PL .wu <br />Cesar AOran fAldos,tho P.E 0e1221 <br />Certificate of Atnor/raflon Plll <br />POFD N0. <br />CONN <br />FINPPCIOC 30010? 10 <br />N <br />8/06 <br />° "` "". CR 510 OVER I NTRACOASTAL WATERWAY <br />0040 110. <br />c0. 510 <br />INDIAN RIVER <br />�F°:cGEP <br />wan or <br />TJN <br />TJ <br />8/06 <br />WARASSO FISHING PIER REPAIRS <br />e1-4 <br />IWROKP er <br />T.J. Woks, P.E. <br />