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B VCS: 24+1320
<br />B VCE: 74.77
<br />+3.00%
<br />1730' VC
<br />R/C=-0.537 per sto
<br />PROFILE GRADE
<br />NO SCALE
<br />Total length of bridge measured along "MR" Line = 703'-6"
<br />"MR" Line Profile
<br />752'-0" 152,- 0»
<br />Limits of Chain Link Railing, Type 7
<br />�-I
<br />30'- 0" 91 '-11 5/8"
<br />24'-,3"
<br />min
<br />Austin Rd. vertical
<br />I clearance
<br />PiLE DATA TABLE
<br />Location
<br />Pile Type
<br />Design
<br />Loading
<br />!
<br />Cut-off
<br />Elevation
<br />feet
<br />I
<br />Slope Paving, '• 1.5
<br />Compression
<br />Tension
<br />Abut 7
<br />24 " CIDH
<br />120 Ton
<br />480 kip
<br />see note 4
<br />55.42
<br />70.42 (1 )
<br />70.42
<br />Ben t 2
<br />24 " CIDH
<br />140 Ton
<br />1
<br />22,-�,, min n----�
<br />Approx FG & OG ----LI �
<br />n ----Abut
<br />u
<br />!
<br />!
<br />!
<br />Datum
<br />vertical Bent 2
<br />along "MR" line Bent 3
<br />Bent 4
<br />-6.62 (1)
<br />-6.62
<br />Ben t 4
<br />Elev 10.00
<br />clearance
<br />480 kip
<br />240 kip
<br />38.69
<br />- 6.37 (1)
<br />- 6.37
<br />24+00
<br />25+00 26+00
<br />27+00 28+00
<br />29f00
<br />30+00
<br />-8.77
<br />Abut 5
<br />ELEVA TION
<br />720 Ton
<br />!,
<br />- - -
<br />67.85
<br />22.85 7
<br />22.85
<br />1 "=40'
<br />W a
<br />W o
<br />o
<br />PiLE DATA TABLE
<br />Location
<br />Pile Type
<br />Design
<br />Loading
<br />Nom in al Resis tan ce
<br />Cut-off
<br />Elevation
<br />feet
<br />Design Tip
<br />Elevations
<br />feet
<br />Sp ecifled
<br />Tip Elevations
<br />feet
<br />Compression
<br />Tension
<br />Abut 7
<br />24 " CIDH
<br />120 Ton
<br />480 kip
<br />- - -
<br />55.42
<br />70.42 (1 )
<br />70.42
<br />Ben t 2
<br />24 " CIDH
<br />140 Ton
<br />560 kip
<br />280 kip
<br />35.65
<br />-15.35 (1)
<br />-15.35
<br />Bent 3
<br />24" CIDH
<br />720 Ton
<br />480 kip
<br />240 kip
<br />38.38
<br />-6.62 (1)
<br />-6.62
<br />Ben t 4
<br />24 " CiDH
<br />120 Ton
<br />480 kip
<br />240 kip
<br />38.69
<br />- 6.37 (1)
<br />- 6.37
<br />Bent 5
<br />24" CiDH
<br />120 Ton
<br />480 kip
<br />240 kip
<br />36.29
<br />-8.71 (1)
<br />-8.77
<br />Abut 5
<br />24" CIDH
<br />720 Ton
<br />I 480__kip
<br />- - -
<br />67.85
<br />22.85 7
<br />22.85
<br />Design tip elevations are controlled by the following demands: (7) Compression; (2) Tension; (3) Lateral Loads
<br />SVCS: 35+4,3.20
<br />EVCE- 74.17
<br />` DQE �---- C Bridge
<br />43'-6"
<br />EB 8'-0„ 72'-0r, 12'-0,r 8,-0rr
<br />Shldr Lane Lane i Shldr
<br />9 7-,9 Concrete Barrier, Profile Grade
<br />I
<br />Type 25 (typ), w/
<br />Tubular IHandrailing Varies Varies
<br />11-51
<br />❑ I
<br />Slope Paving, 7�
<br />I see note 4
<br />In----rl Abut 6
<br />U u
<br />Bent 5
<br />ON, 01
<br />CIP/PS Concrete
<br />1'-9,r
<br />Chain Link
<br />Railing, Type 7
<br />both sides
<br />(Over Rail road)
<br />u
<br />Box Girder I�---- Future utility
<br />opening, typ B7-10
<br />- - _ 6'-0"0 Column
<br />I Finished grade
<br />F
<br />I
<br />Li Li Li Li Li
<br />TYPICAL SECTION
<br />718 r,- I r- 0 r,
<br />RAIL ROAD TRAFFIC
<br />For Temporary Falework Clearances over BNSF Tracks,
<br />Austin Road r >>
<br />\� see Index to Plans and General Notes sheet.
<br />o , BNSF R/W
<br />i
<br />Lead Track "MA " Line LEGEND
<br />/
<br />Toe of Slope �� , Existing Track
<br />' Standard Plan Sheet No.
<br />a Detail No.
<br />Top of Slope
<br />7 1� , , , Future Track Toe of Slope
<br />°fie' a BB 24+38.25
<br />1110 1 MR" lin
<br />e
<br />Eley 74.90 Deck Drain Type 0--2, typ f (D Paint "Mariposa Rd. Bridge"
<br />I
<br />a
<br />(See Note 5)r,
<br />� 26'- 6 "f Clr 1 � Pain f Br. No. xxxxx
<br />a a e 28'-6 "f Clr (D MBGR, see Road Plans
<br />EB 31-1-41. 75 Top of Slope (D Indicates Point of Minimum Vertical Clearance
<br />1 2 ��$� Mariposa Road & il�1R" Line oNo MR line
<br />00
<br />� 7 P/2 1 C3Elev 87.93
<br />Top of Slope 17 � 1 2 Indicates Deck Drain, Type D-2
<br />� :
<br />0 0 0 0 0 0 0 DID 0 0 0
<br />Toe of Slope
<br />N 77' E 12 ' 19 "
<br />� 1 �
<br />- - - ) 1 - - + -h - - - + - Notes:
<br />To Escolon
<br />-5- 1. For Index to Plans and General Notes, see
<br />ri Ma 1F Ta "Index to Plans and General Notes" sheet.
<br />Q Mari osa Road Sta 24+ 98.03 , 7 1/2 : 7 2. For traffic con trol, see "Road Plans"
<br />Austin Road Sto 111+29.22 Top of Slope
<br />Curve Data 3. For superelevations transitions details,
<br />❑ 89 =55'-12" , see sheet SE-oi,
<br />R 7028. 00 � �
<br />, , 4. For Slope Paving details, see
<br />026-52
<br />L 7028.0
<br />T 761339 \ Toe of Slope "Slope Paving - Full Slope" sheet.
<br />RECORD
<br />` _ 5. For Drainage Details see r`Drainoge Plan" and
<br />PLAN � �..-� � � � r r r r
<br />7"=40' Corrections B Drainage Details Sheets.
<br />No Changes
<br />Date 7 _
<br />Any Persor S ouid Verlfy
<br />All informaf " ite Of Work.
<br />INFORMATION CONFIDENTIAL: DESIGNED BY CONTRACT NO.
<br />All plans, drawings,in A. ABaEL-KARIM Burlington Northern Santa Fe �� ��pFE55��Nq MARIPOSA ROAD GRADE SEPARATION DRAWING N0.
<br />cations, and or information DRAWN BY � Alfurnished herewith shall Railwa om AHMAD ABDEL-KARIM AND REALIGNMENT
<br />r., 5T- �1
<br />y
<br />remain the property of the T. WALTZ �%
<br />Burlington Northern Santa CHECKED BY � �an �7 � te
<br />Fe Railway Company and REVISION SHEET Na -
<br />shall be held confidential; 0. BROWN No. C051297 r
<br />and shall not be used for �r31 OF 51
<br />any purpose not provided APPROVED BY Frederic R. Harris, inc. Exp. Ofi-30-
<br />� GENERAL PLAN
<br />for in agreements with the A. BOONE 601 University Avenue, Suite 274 �9 Cl VI L •Q SCALE
<br />Beurlina Tway Northern
<br />rtheer CompanySanta pgTE Sacramento, California 95825 rF of A�,F q� MARIPOSA ROAD OVERHEAD AS SHOWN
<br />REV. DaTE oES�RIPTIa�a BY sus. APP. SEPTEMBER 13, 2001 HAWIM
<br />
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