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_� 22L.STEM <br />COLUMNSEE <br />ST EM DETAIL <br />KEYWAY <br />♦�m <br />�NDRAI LN, GUITERLINE <br />20 - 2HC602 00T1 <br />FOOTING PLAN <br />COLUMN 2 <br />MATCH 2HCII05E BARS <br />A <br />A <br />KEYWAY <br />r I� <br />(2Haoo <br />A <br />/5-2HC4o4 <br />222602 <br />FOOTING SECTION <br />5 COL.2T <br />® <br />BOLTON <br />& MENK <br />LJ <br />2FROM EDGE OF DECK <br />ORNAMENTL CURB MOUNTING— <br />gIS GN <br />CONCRETE CURB <br />FOR CURB BEIM, ITY, <br />COLUMN STEM DETAIL <br />SECTION P-A <br />ENGINEER oSIGNATURENL �iws o. ,xE n�.E <br />,---- --I BRIDGE <br />NECK GUTIERLIN <br />_ DECK CUTTERLINE <br />WORKING L]NE- <br />2 <br />BRIDGE <br />WORKING L]NE— <br />STEM <br />!I E8M.B,2 ION JOINT <br />V` —RING BEAM <br />KEYWAY <br />_ T - 0" L CONSTRUCTION JOINT <br />EL. 884.OT <br />,1,83, .eC,TION JOINT <br />KEYWAY <br />2" L CONSTRUCTION JOINT <br />KEYWAY <br />JCL COL. SIEM <br />10' <br />ELEVATION <br />COLUMN 2 <br />SPREAD FOOTING LOAD DATA <br />* SE <br />IDYEREISZRE <br />WIDI <br />PERa ND ICHTo E RI <br />EFFE TWE LENGTH L' <br />PARALLEL TO PIER, <br />SERVICE RING <br />RESISTANCE b, <br />K 6 IONSLSG.FI. <br />NOTES <br />© MEASURED CUTTERLINE TO CUTIERLINE. <br />e 6e ET. FOR BILL OF REINFORCEMEN, SEE SHEET 96. <br />+BASED ON ERVICE 1 LOAD 00MBINAIION <br />HELM COLUMN 2 <br />DETAILS & REINFORCEMENT <br />S.A.P.199-010-012 L'IRIDGE NO. <br />ISHEET NO. 30 OF 99 SHEETGI <br />02053 <br />