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AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT ti <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />_NNNl CE BRIDGE COLUMN BENT COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />EXIST SLAB CIP NEW CIP REINF EXIST SLAB CIP <br />REINF CONC SLAB CONC SLAB 32'-0»f REINF CONC SLAB <br />A <br />rL BENT <br />I I <br />I SEE ~HINGE REMOVAL do <br />I CONCRETE REPAIR DETAILS" <br />SHEET <br />—------------------- L------------------�----- <br />BENT <br />t �1 <br />`✓� I I ` i Hai `�i ` ` i I� <br />#5----I--------I-----------------a--------I--�--- <br />TOT 2 <br />I I <br />A A <br />CLOSURE POUR _ <br />BETWEEN BENTS, TYP <br />(L PILE/COLUMN = <br />(PILE EXTENSION) <br />V V <br />A <br />TYPICAL <br />BENT PLAN <br />SCALE: 1 /4» = 1'-0» <br />V <br />CLOSURE POUR <br />BETWEEN BENTS, TYP <br />EXIST SLAB CIP EXIST SLAB CIP <br />REINF CONC SLAB _ _ COSURE POUR (, BRIDGE COSURE POUR REINF CONC SLAB <br />BETWEEN BENTS, TYP BETWEEN BENTS, TYP <br />A 32'-0»f <br />TYP COLUMN COLUMN <br />---5_� I <br />#5 08 <br />SPACING 2» MAX 19, 0» _ 0 8 MAX _ 10100 _ <br />1* MIN POLYESTER <br />TYP TYP CONCRETE OVERLAY <br />'i '� "" <br />a, <br />— -- — _ IIIII I <br />--�---- — --------------- <br />TOT 2AN NNN <br />-ANNINI, -ANANNI <br />APPROX <br />FG <br />EXTEND TRANSVERSE <br />REINF, SEE "HINGE <br />REMOVAL do CONCRETE <br />REPAIR DETAILS" SHEET <br />I <br />BOTTOM OF <br />DROPPED CAP <br />BENT <br />� BENT <br />2'-0» DIA <br />ANAAA­ <br />BENTS 2 & 8 <br />SECTION C—C <br />SCALE: 1 <br />5 q COLUMN <br />2'-0» DIA <br />BENTS 2 & 8 <br />SECTION B—B <br />SCALE: 1 » = 1'-0» <br />Sq COLUMN <br />f <br />19TOT 4& <br />2—#9 BUNDLED TOT 4 <br />EQUALLY SPACED <br />5 1" MIN POLYESTER 2'-10» 2'-10~ <br />O HOOPS CONCRETE OVERLAY <br />LONGITUDINAL REINFORCEMENT SEE #8 TOT 8 TOP AND BOT MATS TRANSVERSE REINFORCEMENT SEE <br />~SLAB REINFORCEMENT" SHEET '*SLAB REINFORCEMENT DETAILS* SHEET <br />to <br />to <br />i y'� "�a1 • <br />I <br />a. I M <br />N 00 <br />i) <br />LO <br />' I <br />E . <br />€ , (+j(�''('�/7'/may,• <br />E #5 <br />#9 TOT 8 <br />EQUALLY SPACED `oANNA l co O C <br />O <br />15 O HOOPS = <br />to <br />mi <br />#7 TOT 8 <br />EQUALLY SPACED <br />#5 O HOOPS <br />C� <br />W <br />a <br />O <br />O <br />0 <br />Zi <br />APPROX <br />FG <br />E <br />E� <br />. <br />C <br />MAIN COLUMN REINFORCEMENT J9 Z <br />I� <br />Ill <br />oW <br />o p <br />a <br />ie <br />CIDH CUTOFF ELEV oo <br />it it tZ J <br />0- <br />___ 1 z <br />0 <br />I <br />O <br />M <br />BOTTOM OF BUNDLED BARS I <br />EL L <br />1 <br />N <br />Al I I I I I I I I`\//\//� I I I I 2'-0~ DIA <br />to <br />���\��\/ I I I I 1 1 1 I I �X�\X�\� <br />N b`J I I I I 1 i I I I I L'd 1 <br />I I I I I I I I I i t <br />BENTS 3 THROUGH 7 <br />3 <br />SECTION B—B & C—C' <br />m q)-' SCALE: 1* = 1'-0~ V <br />m TYPICAL NOTES: ' <br />N BENT ELEVATION FOR CI <br />Lo <br />N Z <br />DH PILE CUTOFF ELEVATIONS AND SPECIFIED TIP <br />R__ <br />/ — 1 —0 ELEVATIONS, SEE THE PILE DATA TABLE ON THE GENERAL SPECIFIED TIP ELEV Z SCALE: 1 4» — » » � I � I <br />PLAN» SHEET. <br />LEGEND 2. NO LAP SPLICES IN MAIN PILE/COLUMN REINFORCEMENT. N <br />SECTION A — <br />A <br />m SCALE: 3/4~ = 1'-0» <br />>% — — INDICATES EXISTING STRUCTURE 00 <br />3 THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 0 <br />o FIELD DIMENSIONS BEFORE ORDERING OR N <br />FABRICATING ANY MATE <br />�. Ill I:YIYYIYII IIn..IL.ILIu..IllleeJII I I I Il11Iw lL Uluulll u,mlulV rv,I:d�w: III..I:'. n ui IYYI II I: III uul lll�ll l:Ih..:II"III II Y: w IIYII I Iimu .IU llm� uu l.I �:II1 IIIII �Ilxlll. uunl 1,1 III IJI Ill 1. ngu IIIII IJA:l dJn�: u.11 l a Ill:: Ili I. II, I I. Ill Y Il fl:lLe <br />I � li.l:. uu I Ill.l.11le: IILII� II: II UI:uI. JII �I IJ IJ:I I i��i II I � i u 4 ill I I,�u�l:� lu luw�lu IIII IIIII e� IIII IIO II ���l �I,el�l llilw�llll.Il.. awl n n l:::I I:II eIUYIIJ.I I:II �I.�II YII I I I u. II III � mill Ip. 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