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CE Co I = <br />6 Line <br />CL Col/CISS = <br />X10 <br />3- <br />TT <br />Ectn nd column <br />5 Line —� <br />TABLE A <br />Pe Elevation Pier <br />14,-0" <br />cot ion Ele.oll on <br />LPier <br />3/4" – I'–Q- <br />C155 Concrete Pile. For <br />x 1e.1 <br />7'-0" <br />7'-0" <br />Pler 3 1J.J3 <br />P <br />e <br />Pier a IJ.14 <br />I�S <br />e Table A <br />lap spl ces <br />ns truct a "CISS <br />Approx OG <br />ELEVATION - PER CAP <br />1/2" 1'-0" <br />�CL Pi er <br />4'-6" <br />3/4" Chamler, TYp <br />5–#10 <br />#4 ® 12" max o.c. Ea face <br />1 q5 E] o ® 12" O.C. <br />....— 5–,y 10 <br />Clr <br />SECTION A -A <br />3/4" – 1-0" <br />4.i6" <br />See Detail A on Sheet 14 ` <br />Bearinga semhly, <br />HO Ga1v.,sTyp 3/4" Chamler, Typ <br />#4 0 12" max o c <br />3" E. <br />face <br />Clr — A5 _ 0 12" O -C, <br />5–# 1 0 <br />1"p tot Anchor bolts, per <br />bearing w/ 2 uls & 1 2 washer each <br />(ali 'o cDetail' sheet 11 <br />alx.). eotlom not ro ee <br />0.75" th ck steel shell <br />For I'm is of rem vol see <br />"CISS P le Elevatoon <br />#5 hoops <br />R-2 <br />-------------- <br />e r <br />er <br />3 <br />#11 <br />cant tot 16 <br />•�- ', evenly spaced No <br />lap spl es allowed. <br />Co! _ <br />CI55 <br />SECTION C -C <br />3/4" – 1-0" <br />Note <br />1. For CIS <br />ldes gn tip <br />elevat-ons, see Sheet 9 <br />2 All hoops and pl — shall meet <br />Sp t alle Sploper <br />sons equ rements ec <br />3. All reinforcement Io be epoxy <br />coated, See Special Provisions. <br />4. Contractorshall v rlfy o11 <br />ontrolling field dimensions belore <br />ordering or fabricating any maf eriol_ <br />C <br />X10 <br />3- <br />TT <br />Ectn nd column <br />J <br />t into <br />pier cap <br />SECTION B -B <br />3/4" – I'–Q- <br />C155 Concrete Pile. For <br />Jimis of steel shell <br />�''�—No <br />#11 Column r rnf. <br />a pr to p er cap <br />lap spl ces <br />ns truct a "CISS <br />___ t <br />allowed a <br />Approx OG <br />ELEVATION - PER CAP <br />1/2" 1'-0" <br />�CL Pi er <br />4'-6" <br />3/4" Chamler, TYp <br />5–#10 <br />#4 ® 12" max o.c. Ea face <br />1 q5 E] o ® 12" O.C. <br />....— 5–,y 10 <br />Clr <br />SECTION A -A <br />3/4" – 1-0" <br />4.i6" <br />See Detail A on Sheet 14 ` <br />Bearinga semhly, <br />HO Ga1v.,sTyp 3/4" Chamler, Typ <br />#4 0 12" max o c <br />3" E. <br />face <br />Clr — A5 _ 0 12" O -C, <br />5–# 1 0 <br />1"p tot Anchor bolts, per <br />bearing w/ 2 uls & 1 2 washer each <br />(ali 'o cDetail' sheet 11 <br />alx.). eotlom not ro ee <br />0.75" th ck steel shell <br />For I'm is of rem vol see <br />"CISS P le Elevatoon <br />#5 hoops <br />R-2 <br />-------------- <br />e r <br />er <br />3 <br />#11 <br />cant tot 16 <br />•�- ', evenly spaced No <br />lap spl es allowed. <br />Co! _ <br />CI55 <br />SECTION C -C <br />3/4" – 1-0" <br />Note <br />1. For CIS <br />ldes gn tip <br />elevat-ons, see Sheet 9 <br />2 All hoops and pl — shall meet <br />Sp t alle Sploper <br />sons equ rements ec <br />3. All reinforcement Io be epoxy <br />coated, See Special Provisions. <br />4. Contractorshall v rlfy o11 <br />ontrolling field dimensions belore <br />ordering or fabricating any maf eriol_ <br />C <br />I — <br />Ectn nd column <br />J <br />t into <br />pier cap <br />SECTION B -B <br />3/4" – I'–Q- <br />Pier Cap I� of h CISS <br />{ llr Cut–off Elev <br />Final ele el o n T <br />top of steel sh jlI <br />u n <br />w v a <br />r o <br />Approx CO—, <br />Ccr te <br />CoaCarse nl j <br />� . V <br />no d o <br />Design Tlp Elev <br />CISS PLE ELEVATION <br />1/4' – 1'–D" <br />