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Repair <br />Undermining. <br />Sheet <br />ti <br />2 <br />Ebb <br />Sidewalk !CCW <br />See <br />No. B1-5Provide <br />Flow <br />525'-l•4T5'-6" <br />ii <br />-rfJ� <br />Floating <br />Turbidity Barrier <br />om` <br />I. <br />W <br />(Limits of Rehabilitation) <br />.. N ' v oo b n 0 T ^ .74 <br />ti , ti , h 1.- I` I. , ti ti <br />W W W W <br />W W W W W W LEO' <br />0 0 0 0 0 0 0 0 0 0 0 <br />(Limits of Superstructure Removal and Replacement) <br />IN <br />N N N N N N N <br />, , , ti , ti , , <br />W W W W W W W W W W <br />0 0 0 0 0 0 0 0 0 0 <br />Q <br />W <br />I <br />Repair Spells and <br />Cracks in Bulkhead. <br />(See Sheet No. B1-5) 8orric <br />and Pride Closure <br />Barricade Entrance Sign <br />and Provide Closure Slope Sidewalk to <br />Sign WEST PIER PLAN atch New Pier <br />EAST PIER PLAN Deck Elevation <br />/� <br />(See Sheet Nos. Bi -5 to 81 11) (See Sheet Nos. B1-12 to 191-19J <br />Remove and Reinstall <br />Li�NgstBg 21 to (See Sheet Repair Deck Sails and Cracks (Typo) <br />Nos. Bi -21 to BI -231 P yP' <br />(See`Sheet No. 81-9) <br />5 50 -0' 50'-0" 50'-0" 50'-0" 50'-0' 50'-0' 50'-0" 50'-0' 50'-0" 49'-8' 300'-10' 49'-8" 50'-0' 50'-0' 50'-0 50'-0' 50'-0" 50'-0' 50'-0' 50'-0' ' -10' <br />Spon <br />No. 1 <br />Spon <br />No. 2 <br />Spun <br />No. 3 <br />Spon <br />No. 4 <br />Spon <br />No. <br />Span <br />No. 6 <br />Span <br />No. 7 <br />Span <br />No. 8 <br />Span <br />No. 9 <br />Span Spon <br />No. 10 No. 11 <br />Spon <br />No. 18 <br />Spon <br />No. 19 <br />Span <br />No. 20 <br />Spon Span <br />No. 21 No. 22 <br />Span <br />No. 23 <br />Span <br />Nu. 24 <br />Span <br />No. 25 <br />Spon i <br />No. 26 <br />Span <br />No. 27 <br />...�. <br />_.: <br />--z- <br />Repair Spalls <br />and Crocks <br />Prestressed <br />(See Sheet <br />for Location) <br />- - <br />Yr <br />in Aop/y Class V <br />T -Beams (Typ.) to Prestressed <br />No. BI -7 Pile, Pi/ecap and <br />(See Sheet No. <br />WEST PIER ELEVATION <br />Finish <br />T -Beam <br />Curb (Typ.) <br />81-4) <br />Remove anlReplace— <br />Prestressed <br />Only) (See Sheet <br />for Details) <br />Repair Spalls and <br />Cracks in Pile Caps <br />(See Sheet No. B1-6) <br />T -Beam (Span <br />No. BI -10 <br />(Typ.) <br />10 Remove <br />Existing <br />(See <br />and <br />Roiling. <br />Sheet No. <br />Provide <br />Lighting <br />Sheet <br />to <br />Reinstall <br />B1 -15) <br />New <br />(See <br />Nos. B1-21 <br />81-23) <br />EAST PIER ELEVATION <br />Remove <br />Prestressed <br />Concrete <br />(See <br />and <br />Seams, <br />Deck <br />Sheet Nos. <br />Rep/ace <br />Pile Cops <br />and Concrete <br />B1-12 to 81-20) <br />Curb (Typ.) <br />CE_' P---- r„R 3 E53' <br />4—f 6-^e'"? BRIDGE NO. 880051 <br />REV <br />I s I ONS <br />MAO <br />DANE. <br />ENO I NEER OF RECORD. <br />INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT <br />'e''t' <br />GENERAL PLAN & ELEVATION <br />0010 <br />Or <br />common on <br />DAR <br />01 <br />DESOIIPnOn <br />D1000 ER <br />MORD RT <br />AKB <br />CG <br />8/06 <br />8/06 <br />HARDEore & HANOVER, LLP <br />IDOD EAWORASI CORPORATE PEW! <br />SUITE MI <br />B1efl"%FL "'u <br />Cuar A. aron00rrLP.E I642E1 <br />cerNVe or A riall Illi <br />ROAD 50. <br />COMET <br />EINCIEL PROJECT ID <br />5.10x0 Ri <br />CC <br />8/06 <br />PROJECT RYA <br />CR 510 OVER INTRACOASTAL WATERWAY <br />MT NO. <br />CR 510 <br />INDIAN RIVER <br />ORCHD RE <br />TJN <br />8/06 <br />WABASSO FISHING PIER REPAIRS <br />sl -3 <br />1w.ww Br <br />Wares, P.E. <br />