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60 <br />Use Steel Reinforced Elostomeric Bearing Pad <br />16x18x0'--5" or Fabric Reinforced Bearing Pad <br />18x1Bx0'-5" see Note 3 (typ) <br />fillet Mfg -Line <br />(typ) <br />--_.__------------------------------- <br />---r—------------,--------------��--- <br />5,_2» <br />1 Q'-10 " 5 ,_ 9 1, 1J 5 ,_ 9 ., <br />PLAN <br />3/16" - 1;_07" <br />MR -Line <br />43'- 6 " <br />Approach slab, see note 8 <br />� Bearin g <br />10,_ 1C„ 5,_20-1 <br />Bearing, typ <br />No t e: Concrete barrier not shown <br />for clarity <br />If <br />212` 9 Tubular Handrailing <br />Approach slab I Future Utility (B7-�10 �° er5 Barrier, <br />2Z A opening �-4 <br />See 'Shear Key <br />-_-- --_- <br />Abutment 1 <br />I I I € I Details" sheet <br />ED I I I I I I <br />I---------J L ---- ----J L------- -J I <br />0 <br />I #6 I <br />FG <br />I I <br />0 <br />I <br />i bi I !!�Ii k�,,J <br />A <br />ELEVA 71ON <br />MR -Line <br />45'- 6 " <br />1 22'- 9 » 1 22'- 9» <br />f_9'1 14 Spaces @ 4'-0" (staggered) = 40'-0" <br />PILE LA YOU <br />,3116 „ 1 ,_ D 11 <br />- <br />MCI <br />Piles <br />Hearin g <br />Piles <br />8lockou t for joint <br />seal assembly, <br />see Note 4 - <br />Approach slab <br />#4 cant @ 18 <br />,5 @18 <br />Construction <br />join t <br />Geocomp osi to <br />drain <br />See note 2 <br />#8 @ 14- f� <br />16,_ D„ 3 clr <br />(typ) <br />116 cont tot 20, <br />equally spaced <br />Bearing <br />Note: For "a" dimensions see <br />table on Abutment <br />3'_' O" 1 Details" sheet. <br />1 -3 Joint protection and <br />I abutment tie details, <br />see note 9 <br />I <br />�-�- xponded <br />' polystyrene <br />1/2" expansion B4-13 <br />' join t filler 13_ 2 <br />#6 tot 8 <br />• #5 f 1 co @ 6 <br />(under pad), @ 12 (elsewhere) <br />I <br />1 #5 @ 18 <br />■7L W ► I VI if M — n <br />Slope paving, <br />see Note 5 a, <br />#9 @ 16 <br />Top & Bottom <br />L- 6" c1r <br />3" <br />#7 inside face <br />#5 ou tside face <br />(Hook 6" min into abutment) <br />Ele v 72.35 <br />Bearing pad <br />Level <br />3 , 3» <br />3" <br />Galy sheet metal ' <br />over brg pad. Coat <br />Bearing pad top of pad with <br />I I <br />Abutment seat silicone grease _ <br />T I 1 <br />3„ 3» 3» <br />Level 1 Q " (Fabric rein f brg) <br />ELEVATION 9„ (steel reinf brg) <br />BEARING PAD DETAIL <br />No Scale <br />0 <br />i <br />Slope <br />t--finish grade <br />MENNEN <br />NEWEEMEEME <br />am <br />I <br />#6 cy each face <br />#9 @ 12 inside face <br />#5 @ 12 outside face <br />#5 L @ 12 each face <br />C <br />See note 6 <br />20'- 6 " (both wing walls) <br />WINGWALL ELEVA TIDN <br />Bearing pad <br />Edge of gals <br />sheet metal <br />PLAN <br />Note: Expanded polystyrene not <br />shown for clarity. <br />RECORD DRAW1 <br />Corrections By <br />No Charf� ii,;�, P•7 <br />Date <br />Any Persar, awi Should Vwify <br />All informs he Site Of Work, <br />1/4.7 = i ._ D„ <br />Notes: <br />Beoring <br />Note: Concrete barrier not <br />shown for clarity <br />#11 ___1 tot 2 <br />--#5@12tot 3 <br />ou tside face <br />#5 L @ 12 each face <br />FG <br />1.5 <br />q <br />1. For sections and details not shown, see "Abutment 1 Details" sheet. <br />2. For geocomposite drain details, see <br />"Structure Approach Drainage Details" sheet. <br />3. For bearing pad details not shown, see "Abutment 1 Details" sheet. <br />4. For joint seal details, see "Abutment Joint Seal Details" sheet. <br />5. For slope paving details, see "Slope Paving - Full Slope" sheet. <br />6. For Section C-C, see "Abutment 1 Details" sheet. <br />7. Backwall to be constructed following completion of prestressing. <br />8. For approach slab details, see "Structure Approach Type N(3DS)" sheet. <br />9. For joint protection and abutment fie details, see <br />Abutment Joint Seal Details" sheet. <br />INFORMATION CONFIDENTIAL: DESIGNED BY OFES CONTRACT NO. <br />All plans, drawings, speCio DRAWN BY LOW Bnrllrigton Northern Santa Fe eR �'°"q MARIPOSA ROAD GRADE SEPARATION <br />DRAWING NO. <br />�c. <br />cations, and or information _ ` p �r� O� <br />furnished herewith shalt r{I� I <br />remain the property of the CHECKED WALTZ Railway Company AHMAB ABDEL-KARIM AND REALIGNMENT REVISION SHEET NO. <br />Burlington Northern Santa <br />Fe Railway Company and M <br />shall be held confidential; O. BROWN x No. C051297 _V <br />and shall net be used for APPROVED By 06-3°- dt� ABUTMENT 6 DETAILS SCALE <br />any purpose not provided F�k R. HarrlS, Inc. � x p, <br />for in agreements with the K BOONE 601 University Avenue, Suite 274 Tq CIVIL N <br />Be111in Tway Companyton Northern Santa DATE Sacramento, California 95825 TF Or CP, \\ Q� A5 SHOWNREV, DATE DESCRIPTION By SIB. APP. SEPTEMBER 13, i i 2001 fiAi <br />