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r <br />Edge o l <br />#7 stirrup spacing <br />2 clr <br />VARIES <br />3r-0" MAX ZZ <br />#6 tot 5 <br />each end -2 <br />VARIES <br />3r-Q" MAX <br />2'- <br />0 i! <br />#6 tot 75 <br />2 " each end <br />—❑ <br />Symmetrical about <br />1� Bridge & � Column <br />TOP REINFORCEMENT I BOTTOM REINFORCEMENT <br />Note: Bundled Bars are indicated by 7@(E�7 <br />PLAN Details are symmetrical about � Bridge. <br />Bent 2 shown, Bents 3, 4 & 5 similar <br />1/+7 <br />1 <br />v 72 <br />-0" <br />14 @ 5 26 @ 4 max <br />3" <br />#14 A <br />Varies <br />A4 <br />Symmetrical about <br />Bridge <br />7 @ 6 <br />rr � � rr <br />f rB T 0 <br />B Future Utility Opening <br />[l7 <br />I/arie� _ <br />Column Reinforcement, <br />see Note I <br />dge of deck <br />Extend top bundled <br />cap reinf to 2" clr <br />of edge of deck, typ <br />2" clr <br />typ <br />#iI <br />Note: Barrier rail not shown <br />for clarity. <br />I I <br />r- — — — — — — — — — — ----I---- I-------------------- <br />! I <br />I I <br />f f <br />I I <br />� I <br />I I <br />ELEVA 77ON <br />Bent 2 shown, Bents 3, 4 & 5 sim it ar <br />114 =1,.- 0 " <br />Bent <br />Ben t no, <br />B W <br />2 <br />5'- 0 ,. <br />3, 4 & 5 <br />4'-0" <br />r-5 BD-5 <br />5-71 Limits of or 5-1Q <br />and distribution bars <br />4 112 " Max clr <br />to main rein f, typ. <br />4" Fillet, typ-----, <br />#14, tot 8 <br />(Ben t 2) <br />#14, tot 6 <br />(Ben is 3, 4 & 5) <br />I M-M <br />No M11 <br />Lmm <br />Lmmrnj� <br />4 112" Max clr <br />to main rein f <br />3" clr., typ. <br />Deck rein f <br />Ben t <br />#6 @ 12 <br />B W r60- 5 BO-- 5 <br />1 T <br />Lim5- <br />its of or 5-10 <br />and distribution bars <br />2-#14 bundled, <br />tot 19 bundles <br />j),, I, �� 3r L/r <br />f� <br />#17, tot 8 <br />- i �- #4 �--f� @ 12 <br />Place top tie as high as <br />• PIS ducts will allow, typ o <br />I <br />Construction Joint <br />#9, tot S E.F. <br />Bottom slab rein f <br />SEC77ON A —A <br />Bent 2 shown, Bents 3, 4 & 5 similar <br />112„= 1,_Opp <br />-uc tion Join t <br />tot 3 (see note 3) <br />rein f <br />�Iumn reinforcement not shown <br />lur clarity, see Nate 1. <br />For details not shown, see <br />SECON B—B "section A -A" <br />TI <br />Bent 2 shown, en is 32 4 & 5 similar JJ <br />7192= 1 5- 0 17 \11 <br />Al..i,..,... <br />1. For column details, see "Typical Column Details" sheet. <br />2. For footing details, see "Typical Footing Details" sheet. <br />J. Place within distance 6'-0" extending from either side <br />of column centerline. <br />INFORMATION CONFIDENTIAL: [DRAWN <br />SIGNED BY CONTRACT NO. <br />All plans, drawings, smation S. LOW Burlington Northern Santa Fe Iwo eReFEsS'`�''q� MARIPOSA ROAD GRADE SEPARATION DRAWING NO. <br />cations, and or information BY <br />furnished herewith shallQD <br />remain the property of the T, WALTZ Railway Company `' AHMAD ABDEL-KARIM AND REALIGNMENT sT— o� <br />Burlington Northern Santa CHECKED BY c� n, <br />Fe Railway Company and REVISION SHEET NO. <br />No. CC51297 37 QF 51 <br />shall be held confidential; 0• BRAWN 06-3D- DL <br />and small not be used for APPROVED BY 'mcllwk R Hards Inc any purpose not provided Exp. TYPICAL BENT DETAILS <br />far in agreements with the A. BQQNE 607 University Avenue, Suite 274 fr9 Cl ul L SCALE <br />Burlington Northern Santa DATE Sacramento, California 95825 T£ OF 1F�� AS SHOWN <br />sue - <br />REV. DATE DESCRIPTION BY APP. Fe Railway Company- SEPTEMBER 13, 2001 FiA1 CAS <br />