12 TYPICAL VERTICAL CRACK 296 LF $ $ REPAIR, SEE DETAIL 9/S505 13 TYPICAL VERTICAL SPALL 96 SF $ $ REPAIR, SEE DETAIL 10/S505 14 TYPICAL CONCRETE TOP 92 SF $ $ SIDE REPAIR, SEE DETAIL 11 ON DRAWING 15 TYPICAL FULL DEPTH SPALL 27 SF $ $ REPAIR AT UNDERSIDE OF CONC DECK, SEE DETAIL 12/S506 16 TYPICAL DEEP SPALL REPAIR 585 SF $ $ AT UNDERSIDE OF CONCRETE DECK, SEE DETAIL 13/S507 17 TYPICAL REPAIR AT 12 SF $ $ HORIZONTAL LIFTING SEE DETAIL 14/S507 18 TYPICAL DETERIORATED SF $ $ CONCRETE WASH REPAIR, 568 SEE DETAIL 15/S508 19 TYPICAL DOUBLE TEE WEB 24 SF $ $ SPALL REPAIR, SEE DETAIL 16/S508 20 TYPICAL CONNECTION PLATE $ $ REPAIR, SEE DETAIL 17/S509 11 21 TYPICAL DOUBLE TEE 21 EA $ $ BEARING PAD REPLACEMENT, SEE DETAIL 18/S510 22 TYPICAL UNEVEN JOINT AT 60 SF $ $ DOUBLE TEE FLANGES, SEE DETAIL 19/S511 23 TYPICAL CONCRETE CURB 8 SF $ $ REPAIR, SEE DETAIL 20/S511 24 TYPICAL TRAFFIC TOPPING 1378 SF $ $ REPAIR AT PARAPET WALL, SEE DETAIL 22/S512 25 TYPICAL TRAFFICBEARING SF $ $ MEMBRANE, SEE DETAIL, SEE 58905 DETAIL 23/S513 26 LOCATIONS MARKED ON 65 SF $ $ PLANS WITH PONDING AREA SHALL BE CLEANED AND REPAIRED WITH CONCRETE TOPPING TO PROVIDE
12 TYPICAL VERTICAL CRACK REPAIR, SEE DETAIL 9/S505 296 LF $ $ 13 TYPICAL VERTICAL SPALL REPAIR, SEE DETAIL 10/S505 96 SF $ $ 14 TYPICAL CONCRETE TOP SIDE REPAIR, SEE DETAIL 11 ON DRAWING 92 SF $ $ 15 TYPICAL FULL DEPTH SPALL REPAIR AT UNDERSIDE OF CONC DECK, SEE DETAIL 12/S506 27 SF $ $ 16 TYPICAL DEEP SPALL REPAIR AT UNDERSIDE OF CONCRETE DECK, SEE DETAIL 13/S507 585 SF $ $ 17 TYPICAL REPAIR AT HORIZONTAL LIFTING SEE DETAIL 14/S507 12 SF $ $ 18 TYPICAL DETERIORATED CONCRETE WASH REPAIR, SEE DETAIL 15/S508 568 SF $ $ 19 TYPICAL DOUBLE TEE WEB SPALL REPAIR, SEE DETAIL 16/S508 24 SF $ $ 20 TYPICAL CONNECTION PLATE REPAIR, SEE DETAIL 17/S509 11 $ $ 21 TYPICAL DOUBLE TEE BEARING PAD REPLACEMENT, SEE DETAIL 18/S510 21 EA $ $ 22 TYPICAL UNEVEN JOINT AT DOUBLE TEE FLANGES, SEE DETAIL 19/S511 60 SF $ $ 23 TYPICAL CONCRETE CURB REPAIR, SEE DETAIL 20/S511 8 SF $ $ 24 TYPICAL TRAFFIC TOPPING REPAIR AT PARAPET WALL, SEE DETAIL 22/S512 1378 SF $ $ 25 TYPICAL TRAFFICBEARING MEMBRANE, SEE DETAIL, SEE DETAIL 23/S513 58905 SF $ $ 26 LOCATIONS MARKED ON PLANS WITH PONDING AREA SHALL BE CLEANED AND REPAIRED WITH CONCRETE TOPPING TO PROVIDE 65 SF $ $
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