|
Q)
<br />Edge o l
<br />Symmetrical about
<br />1� Bridge & � Column
<br />#7 stirrup spacing
<br />2 clr
<br />VARIES
<br />3r-0" MAX ZZ
<br />#6tot 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 />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 />114 71=
<br />7,-0"
<br />14 @ 5 26 @ 4 m ox
<br />3"
<br />#74 A
<br />Varies
<br />A4
<br />Symmetrical about
<br />Bridge
<br />7 @ 6
<br />rr � � rr
<br />f B7- T 0
<br />B Future Utility Opening
<br />[l7
<br />I/arie� _
<br />Column Reinforcement,
<br />see Note 7
<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 />#7 7
<br />Note: Barrier rail not shown
<br />for clarity.
<br />I I
<br />r- — — — — — — — — — — ----I---- I--------------------
<br />! I
<br />f I
<br />f f
<br />I I
<br />� I
<br />I I
<br />ELEVA TION
<br />Bent 2 shown, Bents 3, 4 & 5 sial it ar
<br />114,r -7,T0"
<br />Bent
<br />r-5 BD -5
<br />5-71
<br />Limits of or 5-7Q
<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 />Ben t
<br />#6 @ 12
<br />3" clr., typ.
<br />Deck rein f
<br />BW B0— 5BO-- 5
<br />17
<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 />712„= 7,_0„
<br />-uc tion Join t
<br />rein f
<br />tot 3 (see note 3)
<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, smin S. LOW Burlington Northern Santa Fe Iwo ??R, FESS,
<br />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 Hardy Inc
<br />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 SHAWN
<br />sue -
<br />REV. DATE DESCRIPTION
<br />BY APP. Fe Railway Company- SEPTEMBER 13, 2001 FiA1 CAS
<br />Ben t no,
<br />BW
<br />2
<br />5'— 0 ,.
<br />3, 4 & 5
<br />4'-0"
<br />r-5 BD -5
<br />5-71
<br />Limits of or 5-7Q
<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 />Ben t
<br />#6 @ 12
<br />3" clr., typ.
<br />Deck rein f
<br />BW B0— 5BO-- 5
<br />17
<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 />712„= 7,_0„
<br />-uc tion Join t
<br />rein f
<br />tot 3 (see note 3)
<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, smin S. LOW Burlington Northern Santa Fe Iwo ??R, FESS,
<br />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 Hardy Inc
<br />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 SHAWN
<br />sue -
<br />REV. DATE DESCRIPTION
<br />BY APP. Fe Railway Company- SEPTEMBER 13, 2001 FiA1 CAS
<br />
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