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2P51 - <br />4 SPS. e 10"i <br />PIER CAP PLAN - REINFORCEMENT <br />- 23512E 1E F.I1I 1-3 - 2P5g 71 <br />jT-2 <br />1 - 23511E IE.F.1- <br />4 - 2PS10P� <br />A <br />A <br />3"CL R.j, <br />.504-2J <br />34 - 23515E <br />23806E <br />roR PEOEsiAL <br />SEE DETAIL n oYRI <br />CLR <br />2 060. m Tye' = ]!.2!/ - <br />23512E IE.E.1 <br />.510E- <br />3 SPS. 1'-0" <br />SECTION C-C <br />PIER CAP SECTION REINFORCEMENT <br />I y-] - 23512E IE.F I <br />-2 - 2P 40T E <br />A <br />A <br />2P503 <br />2P 01-/ <br />L -2P D2 <br />S°cg�ELEVATION <br />SEE SEC2DN C-C <br />FOR REINFORCEMENT <br />3M. LR 1 <br />23905E <br />.902 <br />-2P503 <br />6 <br />c r o ` 2P80] <br />SECTION B - B <br />'® BOLTON <br />& MENK <br />I I <br />2V3" ELF. <br />P504 <br />3 SPS.4 <br />DETAIL B <br />TRUSS PEDESTAL PLAN REINFORCEMENT 2° <br />35009E <br />b� 6 b 6 <br />3508E <br />D D D D D 6,0'e <br />99999997 <br />-23905E <br />]OSPS MSy;= =T-e <br />PIER COLUMN OETAIL <br />PENGINEER ExSIGNATURE <br />xw wows o. ,xE nw.E or u�xxEm,a <br />SECTION A -A <br />PIER 2 <br />DETAILS & REINFORCEMENT <br />0 - 23516E <br />6 SPS. 6 ABT. = 3'-4" <br />3'_10" <br />OETAIL A <br />BEAM PEDESTAL PLAN REINFORCEMENT <br />BRIDGE <br />23504E <br />FE I / <br />23508E <br />n1n <br />-23905E • <br />SECTION D-D <br />NOTES <br />ARCH. cORECOLA UMN <br />PIER 2 <br />PEDESTAL Br11T SLAT 5a5 AND FINAL <br />ELEVATION OF THE SEAT ATE TRC MAIN SPAN <br />TRUSS SHALL BE COORDINATED WITHBEARING <br />APPROVER <br />SHDP <br />OP <br />HE <br />SS <br />oPROVIDED BY THE 7RU55 MANUFACTURER <br />REINFORCEMENT TO BE PLACED TO ENSURE ADEDUATE <br />CL <br />FROM TRUSS ANCHOR RODS PER BEARING <br />ASSEMBLY L PROVIDED BY TRUSS MANUFACTURER. <br />: S.A.P.199-010-012 'IRIDGE NO. <br />SHEET NO. 53 OF 99 SHEETS I <br />02053 <br />