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Win g wall A
<br />` I
<br />I
<br />� I
<br />I
<br />I
<br />I
<br />Use Steel Reinforced Elostomeric Bearing Pad I
<br />78x20xO'-5" or Fabric Reinforced Bearing Pad
<br />I
<br />22x22xO'-5', see Note 4 (typ) I
<br />I
<br />1'-0" fillet MR -Line I
<br />I
<br />- - - - - - - - - - - ----..---------------------
<br />---7-r----- I- _ ----_----�-�- -
<br />I I I I
<br />I
<br />1' 3" 5'_4„ 1a,_8» 5,-9„ 5'-9»
<br />typ
<br />Bearing, typ PLAN
<br />12-077
<br />MR -Line
<br />43'-6"
<br />a
<br />cv 2' -
<br />REV,-
<br />REV. DATE
<br />5'-4"
<br />Approach slob,
<br />see note 7
<br />Note: Concrete barrier not shown
<br />for clarity.
<br />21,_9,.
<br />Future Utility B7 -7o 4"0 drain Tubular Handrailing
<br />opening U- I Concrete
<br />Approach Barrier, Type 25
<br />slab
<br />Z See "Shear Key
<br />Detail„
<br />'-
<br />I I
<br />D
<br />3'-6"
<br />ELEVA TION '�►
<br />3/162,
<br />MR -Line
<br />46'-0"
<br />23'- 0 "
<br />DESCRIPTION
<br />Piles
<br />Bearin g
<br />Piles
<br />�w
<br />f
<br />Blockou t for
<br />joint seal assembly, 1'-0"
<br />see Note 2
<br />Approach slob --�
<br />1
<br />#5 @ 12 -
<br />#4 cont @ 18-�
<br />Construction joint
<br />a
<br />a7
<br />Geocomposi to
<br />drain, see Note 3 J
<br />#8 @ 8
<br />—11'-6" min
<br />and vcries
<br />3" clr
<br />NO
<br />Q-)
<br />#6 cont tot 18,
<br />equally spaced
<br />q Bearing
<br />" Note: For "a" dimensions, see
<br />a
<br />table below
<br />-0"
<br />Joint protection and
<br />abutment tie details,
<br />see note 8
<br />#5 @ 12„
<br />Expanded
<br />polystyrene
<br />1/2" expansion (340-73
<br />�rr join t filler 13-2
<br />1
<br />#6 tot 8
<br />FL#5F-100 @ 6
<br />(under pad), @ 12" (elsewhere)
<br />TLf4 cont @ 18
<br />Elev 63.84
<br />co
<br />\.� � SI op e p a vin g,
<br />#5 @ T2 see Note 5
<br />SECTION A—A
<br />a rr
<br />JOiNT iNFORW T 1ON
<br />` a" DIMENSIONS
<br />L OCA TION
<br />MOVEMENT
<br />RAG
<br />SKEW
<br />WN TER
<br />SUMMER
<br />SPRING
<br />S FALL
<br />All plans, drawings, tin
<br />cations, and or information
<br />furnished herewith shall
<br />remain the property of the
<br />Burlington Northern Santa
<br />Fe Railway Company and
<br />shall be held confidential;
<br />not t used for
<br />and purpose
<br />any purpose not provided
<br />for in agreements with the
<br />Burlington Northern Santa
<br />Fe Railway Company.
<br />PRAWN BY
<br />T. WALTZ
<br />1
<br />J #5x4'-0"
<br />@ 30 max
<br />Abutment 1
<br />6"
<br />0,
<br />3 3/4"
<br />1 7/8"
<br />2 7/8"
<br />Abutment 6
<br />6"
<br />0,
<br />3 718"
<br />2"
<br />3"
<br />Approach -'
<br />1 " exp ondE
<br />polystyrem
<br />112" expar
<br />join t filler
<br />Expanded p
<br />some th icki
<br />bearing pac
<br />#_9 9 16
<br />Top & Bottom
<br />I— 6" clr
<br />3"
<br />See Note 2
<br />4" expanded
<br />polys t yren e
<br />44 ' I @ 1T*
<br />�
<br />3' clr t 8
<br />yp)
<br />#5 u tot 5
<br />ox q o
<br />#7 tot 4
<br />#6 two layers
<br />(to tol 4 per layer)
<br />RECORD D
<br />?d) = 42'- 0 ,r ? 0 I I Corrections By..
<br />No Changes P .
<br />- SHEAR KEY DETAIL Date --
<br />J18" - 1 '- 0 " Any Person 9
<br />INFORMATION CONFIDENTIAL:
<br />DESIGNED BY
<br />S. LOW
<br />f
<br />Burlington Northern SantaiTe
<br />Railway Company
<br />4)
<br />All plans, drawings, tin
<br />cations, and or information
<br />furnished herewith shall
<br />remain the property of the
<br />Burlington Northern Santa
<br />Fe Railway Company and
<br />shall be held confidential;
<br />not t used for
<br />and purpose
<br />any purpose not provided
<br />for in agreements with the
<br />Burlington Northern Santa
<br />Fe Railway Company.
<br />PRAWN BY
<br />T. WALTZ
<br />1
<br />J #5x4'-0"
<br />@ 30 max
<br />CHECKED BY
<br />❑. BROWN
<br />r�
<br />FJmcW c R Harms, Inc.
<br />R.
<br />601 University Avenue, Suite 274
<br />Sacramento, California 95825
<br />HAA
<br />APPROVED BY
<br />k BOONE
<br />DATE J
<br />SEPTEMBER 13, 2001
<br />BY
<br />APP.
<br />#7 inside face
<br />15 outside face
<br />�C
<br />Note: Concrete barrier not
<br />shown for clarity
<br />1 tot 2
<br />#8 98
<br />—11'-6" min
<br />and varies
<br />#6 cont tot 18,
<br />equally spaced
<br />#5x3'--0" tot 6,
<br />equally spaced I
<br />I
<br />#9 C� @ 7 6
<br />Top & Bottom
<br />25'-0" Wingwall A
<br />21'-0" Wingwall B
<br />WINGWALL _ ELEVA TION
<br />1/4„ 1 r a„
<br />Bearing
<br />811- 53
<br />#4 cont @ 18 #5x3'- 9 „
<br />@ 30 max
<br />#5@12
<br />LJ
<br />�-o
<br />SECTION D -D
<br />318 . - 1,_ 0??
<br />For abutment backwall
<br />and wingwall reinft, see
<br />I
<br />V/ "�
<br />0 1L
<br />I Approach 1
<br />slab
<br />#5 cant
<br />tot 2
<br />#9@12
<br />Geocomposite
<br />drain
<br />#6 (\- Each Face
<br />1
<br />}L @ 12 tot 3
<br />1 tside face
<br />FG
<br />@ 12
<br />rch face
<br />1.5
<br />�-
<br />Slope
<br />Pa vin g
<br />O see Note 5
<br />Abutment layout" sheets SEC]]ON C—C
<br />Expanded 5 @ 12 112„ - 1,va,
<br />Polystyrene ' �0 Notes:
<br />I.' For bottom of footing elevations, see
<br />r3o7", 3 I I yrs I I `I @ 12 'Foundation Plan" sheet.
<br />13-7 un
<br />2. For joint seal details, see 'Abutment
<br />Joint Seal Details" sheet
<br />Brg pad
<br />7/2" expansion
<br />joint filler--`
<br />RAIN
<br />ig Should Verity
<br />pRpFESS/
<br />�4
<br />At``JJ
<br />.
<br />to AHMAD ABDEL-KARIM
<br />Na. C051297
<br />it
<br />Exp. 06- 30-
<br />�T CIVIL �Q
<br />q�£ OF cA�\F13
<br />sk
<br />Bearing J. For geocomposite drain detail, see 'Structure
<br />Approach Drainage Details" sheet.
<br />4. For bearing pad details not shown, see
<br />#7 `1 tot 4 'Abutment 6 Details" sheet.
<br />n
<br />CX3 "Slope
<br />Paving - Full Slope" sheet.
<br />4" min 3'-17 " 6 Backwall to be constructed following
<br />n
<br />typ #7 completion of prestressing.
<br />7 For approach slab details, see
<br />SECTION B—B "Structure Approach Type N(30S)" sheet.
<br />3/8 - 1 0 8. For joint protection and abutment tie details,
<br />r "
<br />see Abutment Joint Seal Details sheet.
<br />CONTRACT N0. --_
<br />MARIPOSA ROAD GRADE SEPARATION DRAWING NO. ---
<br />AND REALIGNMENT ST- 05
<br />REVISION SHEET NO.
<br />35
<br />ABUTMENT 1 DETAILS °F 5'
<br />SCALE
<br />AS SHOWiV
<br />#5
<br />@15 max
<br />1 0,
<br />1
<br />J #5x4'-0"
<br />@ 30 max
<br />I #5 @ 12
<br />r�
<br />I #5 -�
<br />#7
<br />#11
<br />#5 @ 12
<br />#5@12
<br />�-
<br />Slope
<br />Pa vin g
<br />O see Note 5
<br />Abutment layout" sheets SEC]]ON C—C
<br />Expanded 5 @ 12 112„ - 1,va,
<br />Polystyrene ' �0 Notes:
<br />I.' For bottom of footing elevations, see
<br />r3o7", 3 I I yrs I I `I @ 12 'Foundation Plan" sheet.
<br />13-7 un
<br />2. For joint seal details, see 'Abutment
<br />Joint Seal Details" sheet
<br />Brg pad
<br />7/2" expansion
<br />joint filler--`
<br />RAIN
<br />ig Should Verity
<br />pRpFESS/
<br />�4
<br />At``JJ
<br />.
<br />to AHMAD ABDEL-KARIM
<br />Na. C051297
<br />it
<br />Exp. 06- 30-
<br />�T CIVIL �Q
<br />q�£ OF cA�\F13
<br />sk
<br />Bearing J. For geocomposite drain detail, see 'Structure
<br />Approach Drainage Details" sheet.
<br />4. For bearing pad details not shown, see
<br />#7 `1 tot 4 'Abutment 6 Details" sheet.
<br />n
<br />CX3 "Slope
<br />Paving - Full Slope" sheet.
<br />4" min 3'-17 " 6 Backwall to be constructed following
<br />n
<br />typ #7 completion of prestressing.
<br />7 For approach slab details, see
<br />SECTION B—B "Structure Approach Type N(30S)" sheet.
<br />3/8 - 1 0 8. For joint protection and abutment tie details,
<br />r "
<br />see Abutment Joint Seal Details sheet.
<br />CONTRACT N0. --_
<br />MARIPOSA ROAD GRADE SEPARATION DRAWING NO. ---
<br />AND REALIGNMENT ST- 05
<br />REVISION SHEET NO.
<br />35
<br />ABUTMENT 1 DETAILS °F 5'
<br />SCALE
<br />AS SHOWiV
<br />
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