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CONCRETE CURB- <br />SEE SHEET 85 <br />FOR DETAILS BMYR., <br />EL. 896.35 <br />EL. 863.77 <br />STEM <br />k <br />1,5" TRAIL <br />—DECK cuTTERLINE <br />].004 <br />B B <br />1 T KEY WAY <br />FL COL. SA STEM--; <br />1.00 <br />—q BRIDGE <br />STEM <br />!DESIGN"i 4 CURB LMOUNTT) C <br />EL. 895.35 <br />CONSTRUCTION JO]NT <br />2-KE"NAYBEAMQ <br />- C E CONSTRUCTION JOINT <br />EL. 888.39 <br />ELN880.12 TON JOTNT <br />RING BEAM <br />WORK]NG L]NE- I L / <br />C -TT <br />4!! <br />CON S7 RUCTION JO]NT <br />EL. 876.87 <br />A <br />BRIDGE <br />ELEVATION PLAN <br />-KEYWAY <br />A <br />- KEY WAY <br />H-0 COL 5 STEM <br />®BOLTON <br />& MENK <br />EL. 863.77 <br />PENGINEER SIGNATURE <br />TCOL. 5A STEM <br />r� II <br />BRIDGE <br />%2" JOINT MOT L <br />SHC1109E <br />I f <br />C� <br />BOR REINRORRCEMENT <br />SE: HELIX SLAB AND FM BEAM <br />/-DET AILS BGR RETNBGRCEMENT <br />FOR RE]NFORCEMENI <br />00 MATCH 5HC1109E BARS MATCH 51-1C1109E BARS <br />5HC408 <br />G � / <br />D+� <br />//5HC404 <br />ELEVATION <br />REINFORCEMENT <br />HELIX COLUMN 5 <br />DETAILS & REINFORCEMENT <br />SHCI109E <br />C-J <br />1---0 COL 5 STEM <br />NOTES <br />FOR SECT]ONS A - A AND B - B, SEE SHEET 36. <br />FOR DETAILS A AND B. SEE SHEET 38. <br />FOR BILL. OF REINFORCEMENT, SEE SHEET 47. <br />= S.A.P.l99-010-' I2 'TRIDGE NO. <br />SHEET NO. 37 OF 99 SHEETS I 02053 <br />