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3" CL, <br />6 - 5'51 E - <br />2 SPS .N 1'-0" <br />IPSO <br />-IC7` <br />PIER CAP PLAN - REINFORCEMENT <br />30 - IP517E <br />- IP516E <br />- IP512E E.F. <br />4 - IP510E, <br />SPS <br />B-7 <br />-FOP <br />CEMENT <br />E DETAIL A.ITYR., <br />BEARING PAD LOCAT]ON <br />-6 - 1,613E <br />J - P512E fE.F.1 <br />6 - IPSIaE <br />zV2' CLP. <br />2 SPS. @ 1'/:' = I'-2Vi' <br />—z^ CLR. <br />• <br />� �ivsrE <br />3 SPS. @ J'-0" <br />SECTION C-C <br />P]ER CAP SECT]ON REINFORCEMENT <br />FOR RE]NFORCEMENT <br />0 IP806E <br />L 2 SPS.5 ILRO" <br />Y 1 <br />1,01- 5"CLR. N-1 P602 <br />B <br />ELEVATION <br />®BOLTON <br />& MENK <br />COLUMN COLLAR-( <br />1,905E <br />PIER 1 <br />IP5 IP5G4 <br />SECTION B - B <br />PENGINEERENSICNATURENE I' FI n�.E or I Em,a <br />P]ER <br />1PBD6E <br />PIER 1 <br />DETAILS & REINFORCEMENT <br />5 - 1PSI eE <br />�e P]ER 1 <br />DETAIL A <br />PEDESTAL PLAN REINFORCEMEN3 <br />PIER COLUMN DETAIL <br />SECTION D-D <br />AT COLUMN COLLAR <br />: S.A.P.199-010-012 'IRIDGE NO. <br />SHEET NO. 51 OF 99 SHEETS I 02053 <br />