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50.-0" - Bent No. 10 <br />Bent No. 9 <br />100--5ST04 (Top) and 100-5ST06 (Boltom10 6" <br />100-45T05 (80110010 6" <br />I` <br />3 0 Scuppers 0 N)'-0' <br />—4iyt <br />A <br />c of New Inverted -7 Modified and11 <br />Prestressed Beam Reinstalled Existing <br />[(8eom 1) Roiling <br />II <br />S- <br />1 1 1 <br />1— <br />_ <br />I <br />II <br />I <br />I <br />OI <br />a <br />Top and Bottom <br />New Superstructure <br />_ _ _ _ _ _ _ <br />Pier <br />_ _ _ _ _ _ _ _ _ _II <br />I New Curb - <br />1 <br />I- <br />1 <br />1 <br />g <br />• <br />v <br />fL of Existing Beam <br />to Remain (Beam 2) <br />1 Existing Curb <br />f1o_Rem0 <br />1 <br />_. <br />New Diaphragm <br />A <br />f New Diaphragm New DiaphragmH <br />Existing Superstructure and ¢Spon Existing Railing <br />to Remain to Remain <br />PLAN (SPAN NO. 101 <br />New Superstructure <br />Existin. Superstructure New Superstructura <br />Existin. Superstructure New Superstructure <br />Existing Superstructure <br />Sowcut Deck and Top <br />to Remainto <br />!'-/P • 2 -0' 3'06. <br />Remain <br />Modified Existing <br />to Remain <br />� Flange (See Note 11 <br />N Modify and Reinstall <br />Existing Rolling (See <br />Sheet 81-15) <br />• <br />� <br />r. --i Beam 1 pp Beam 2—y <br />1 <br />� <br />• <br />N <br />Existing Roiling <br />to Remain <br />� <br />• <br />M <br />New Beam 1 <br />Core and Epoxy <br />5„ <br />12-505x2 <br />� <br />• <br />• <br />N <br />• <br />• Roiling <br />New %2" 0 <br />S.S. Bolts (4 per Post) <br />4SL 01 (Typ.) <br />3" 0 U.V. Resistant <br />jJPVC Open Drainage <br />i• <br />• <br />• <br />• <br />pl <br />Apy Coss <br />• 4SL01 <br />(Typ.) <br />11 <br />5 5704 <br />45703 0 <br />B o. c. <br />�j <br />Scupper <br />' New Concrete <br />B Deck <br />1 <br />5 Finish <br />Core and Epo <br />" <br />in <br />r <br />1 1 <br />El <br />5STO6Ell <br />jimmiain <br />MI • <br />rir <br />zo <br />asro <br />5' <br />/ <br />��,i ���,� <br />Existing DetailA'- <br />1` <br />s <br />SDL 03 E.F. T <br />4SL 01 <br />' <br />55704 <br />5ST06 <br />A! A��, <br />Diaphragm <br />(Typ.) N <br />in <br />4S 705111 <br />��%��///fr <br />�=I 7-711111111 <br />1111 <br />1" 0 Threaded <br />'ml <br />1._�� <br />Bents 9 <br />Inserts (See <br />i _I— <br />and 10 <br />Sheet No. 81-16) <br />C �`--50L 04 E.F. <br />New Inverted -T <br />Cut (xis ing Reinforcing VI (Typ.) <br />New 8ondb eoker New Diaphragm <br />Prestressed Beam <br />1" M'n. Below Cut Surface. <br />Grout W h Epoxy Mortar Existing Shear !0' 1" Leveling Pour <br />Block 50L02 (Typ.) NEW TYPICAL SECTION (SECTION B -B) <br />(Typ) <br />NEWSECTION 8 DIAPHRAGM (SECTION A -A1 <br />SEAM DEMOLITION``.:=J' <br />1111111F1 <br />■�:— <br />50502 <br />NOTES.'_ 1. Support Existing Structure to Remain Until New <br />— <br />N <br />Superstructure hos Reached the Minimum Design Strength. <br />2. Stagger VerticalLocation of HorizontalBars. <br />3. For Detail A, See Sheet No. B1-13. <br />Existing Shear <br />Black <br />SEcUgl D—D <br />SECTION C—C ('--�.r"0`� <br />BRIDGE N0.880051 <br />4-10--,07 <br />RE V I 5I ONS <br />IWEf <br />DR1Es <br />ENGINEER OF RECORD. <br />HARDE3tY & HANOVER, Up <br />INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT <br />LE."in. WEST PIER <br />BEAM REPLACEMENT (SPAN 10) <br />DAR <br />Bl <br />DUMMER <br />N.1E <br />BY <br />SW IPTIOI <br />DD.. m <br />00010500 <br />AKB <br />CG <br />8/06 <br />8/06 <br />LBW 9AWGRA910ATT PRWT <br />SUITE 544 <br />&Mue, FL 13]11 <br />Coed A W!Mlhx,P.E x61121 <br />Certiricote of Aotlwrlrotion 6671 <br />ROAD N0' <br />DW"Yl <br />fINNItIK PROJECT ID <br />us1DRDD 07 <br />8/06 <br />"""" "� CR 510 OVER INTRACOASTAL WATERWAY <br />fe00i K. <br />CR 510 <br />INDIAN RIVER <br />.-.._ - <br />"ic"iars <br />eY <br />TIN <br />TJ <br />8/06 <br />WABASSO FISHING PIER REPAIRS <br />.urn, ea n,.aNm w.e...,.. sr.nr,., apnrrmAlim SVIEkille.N.v <br />B)-10 <br />4475000[NECKED <br />...DV. Br <br />T.J. No/e6, P.E. <br />