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7'-8" <br />`P <br />b <br />Top of Pile Cap <br />Elevation <br />(See Note 1) <br />4507 E.F. (Typ.) <br />--I <br />m <br />3-4507 <br />NEW PILE CAP PLAN <br />A 7'-8 <br />10" . 2'-2' <br />2'-2' <br />10 <br />4S06 E.F. <br />(Typ.) <br />4S08 E.F. <br />4S07 (typ.) <br />Piles & <br />Bent <br />Shear Block <br />(Typ.) <br />3- <br />4502 <br />10503 (Typ.)---- <br />F <br />0 <br />N 8y <br />1 <br />n <br />_i <br />Existing 14" J' <br />Pile (Typ.) <br />9 <br />4'-0' <br />.ie <br />=W' <br />NEW PILE CAP ELEVATION <br />Pile <br />(Typ.) <br />NOTES <br />1. Set the top of pile cap elevation to the Eost Abutment beam seat elevation. <br />2. Extend the Abutment Bockwall to motch New Deck Elevation and Sidewalk Topping <br />SECTION A—A <br />Modified <br />Roiling <br />New Curb <br />Elevation <br />To• of Pile <br />Cop Java Ion <br />(See Note 1) <br />4502 (Typ.) <br />E.F. <br />5SO4 (Typ.) <br />1' Open Joint <br />Top of New Abutment <br />Backwall Extension <br />Top of Existing <br />Abttment Backwall <br />Trans/flon Sidewalk Topp <br />J <br />Top of New <br />Sidewalk Topping <br />5 Dowels R6" E.F. <br />Core & Epoxy (Typ.) <br />DETAIL A <br />To Meet New To. of Deck Elevation <br />Transition New Sidewalk Curb To Meet New Curb Elevation <br />New Top of Deck <br />Elevation <br />New Sidewalk Curb <br />New Sidewalk Topping <br />112 Max. <br />Idewo�S' N Slope <br />Existing Sidewalk Curb <br />Existing Sidewalk Topping <br />m <br />i 2 <br />Existing Abutment <br />Detail A <br />Repave Exist! . Sidewalk and Curb to a Depth of 1" <br />• <br />e <br />10S03 (Typ.) <br />SECTION 8-8 <br />EAST ABUTMENT & SIDEWALK DETAIL <br />Top of New Abutment Backwall <br />4505 _ : Elevation (Match deck cross <br />slope and elevation) <br />East Abutment <br />Beam Seat Elevation <br />(See Note 11 <br />New Curb Elevation <br />Top of Existing <br />Abutment Backwall <br />New Bond Breaker (Typ.) <br />Sowcut existing shear <br />blocks os shown <br />Cut Existing Reinforcing <br />" Min. Below Cut Surface. <br />rGrout With Epoxy Mortar EAST ABUTMENT ELEVATION <br />Typ.) <br />4-16.cil <br />BRIDGE NO. 880051 <br />R E V I SI ONS <br />NAPES <br />DATE <br />rt <br />DESCRIPIIaR <br />DATE <br />BY <br />DESSAIPna <br />DRAW BY <br />CHECKED BY <br />AKB <br />CG <br />DATES <br />8/06 <br />8/06 <br />OESIOIIED BY <br />CG <br />8/06 <br />nfCAED N <br />TJN <br />8/06 <br />APPRDrcD BY <br />T.J. Ab/es. P.E. <br />ENGINEER OF RECORD. <br />HARDESTY & HANOVER, LLP <br />1000 SAWGRA.33 CORPORATE PRIVY <br />SUTIV 511 <br />&Inds, TL 33323 <br />Cesar A Groncdos, AE *64221 <br />Certificate of Autha/Motion *171 <br />INDIAN RIVER COUN1'T PUBLIC WOR6R DEPARTMENT <br />ROAD NO. <br />1110010. PROJECT 10 <br />EAST PIER <br />NEW PILE CAP AND ABUTMENT MODIFIC <br />Ii <br />4 <br />CR 510 <br />INDIAN RIVER <br />*55E00 <br />'React on. CR 510 OVER INTRACOASTAL WATERWAY <br />WABASSO FISHING PIER REPAIRS <br />wsrb PTIMEI <br />*FILE* <br />VIBES RD. <br />BI -14 <br />