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—2L COL. STEM <br />STE SEECDETAOLUM�] <br />1 CWP 4BB_��1 MM 2%6 <br />HEYWAY <br />ANORwodKi6c uNENe <br />9 0 - P0E .01, <br />FOOTING PLAN <br />COLUMN 4 <br />31,0 —- 4H0]OO6E <br />MATCH HC1105E BARS <br />22-4HC1105E g1 <br />KEYWAY <br />4HCIOGI <br />/-9HCa04 <br />\\.4HC602 <br />FOOTING SECTION <br />EL 864 <br />COL. 4— <br />CL COL STEM <br />4HC1105E IDOWELSI 488" <br />4HC1006E 3Va" <br />® <br />BOLTON <br />& MENK <br />5" I <br />b 010 b <br />b—9HCSOTE <br />Pi13 P 9 <br />C 105E TaH 0,3873 <br />LLT <br />DFINAMENTAL <br />NG— <br />IBE9GNT-9 CURB MOUNT <br />CONCRETE CUF,B <br />SEE SHEET 05 <br />TOR CURB DETAILS MPJ <br />EDSPS 4 E qVe�� <br />® AD C 3L± <br />COLUMN STEM DETAIL <br />SECTION A -A <br />12'-0" TRAIL <br />STEM <br />—q BRIDGE <br />—DECK cuTTERu <br />1 DECK MITT EPLINE <br />1.OD% <br />• IN --RING BEAM <br />/ KEYWAY <br />WORKING LINE --I <br />LJ <br />EL 884,91 <br />1 ELN890.20 ON JOINT <br />2 LCD N JOINT <br />EL. CONSTRUCTION <br />—CL BRIDGE <br />11, TERN IJeCnnoN JOINT <br />WORKING L]NE— <br />EL. 864,1 <br />COLUMN 4 <br />SPREAD FOOTING LOAD DATA <br />BEARING PRESSU <br />LENGTHEFFECTIVE WIDTH B' <br />(PERPENDICULAR TO PIE. <br />EFFECTIVE ARAL LEL TO IPPIER, <br />SERVICE BEARING <br />RESISTANCE �p'9 <br />2.] TONS/SB FT. <br />10.4 <br />T.9 Fr <br />2.9 TON. SOFT. <br />T <br />3—RINO BEAM <br />2" L CONSTRUCTION JOINT <br />3 6 <br />A <br />KEYWAY <br />COL STEM <br />ELEVATION <br />NOTES <br />0 MEASURED CUT TERIINE TO OUTRERLINE <br />ALL KEYWAYS ARE 2" X 6" X 126". <br />FOR BILL DF PEINFDPCEMENT, SEE SHEET AT <br />7.5crF"�:"d �`nP HELIX COLUMN 4 ,�'"1RIDGE NO. <br />ENGINEER NSIGNATURE� so..,E nl��r G�.xEro., DETAILS & REINFORCEMENT re= PP[S•A.P. 199-010-012 <br />SHEET NO. 34 OF 99 SHEETS I <br />02053 <br />