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J 0 ��_ ��`A cc �� O n a0 a zZo
� N THICKNESS�" a z u~i a o m � ot � � 'LD
O N SLAB SHALL VARY FROM i` 3
O + N
ui
6" TO 4" 0 OPENING. ^ $ ST TOP °� a a F.S. SHALL BE THE FINISH I� a MAIN REINFORCEMENT ^ SLAB SHALL VARY FROM z
GRADE OF THE PARKWAY, rt4 BAR at 6" O.C. �+� + 8" TO 4" o OPENING. 61+40 o)
1" MIN, CLEAR FROM SOFFITT 77.40 TOP ao N F.S. SHALL BE THE FINISH 77.31 TOP
81+12.50 81+23,50 GRADE OF THE PARKWAY.
76.77 TOP 76.77 TOP
S = 0.0341 - 0.0321 � J -$-.L L L L A-10 �. .I... L 1... J. L J. L. J. . L I. L �!.. L L L 1. L 1 L— �. L 1 1— L L-- �. L y S-- y J,_ y J— L 1 L-- L_ l �. — J... _ J, 4..
J — _ _ ## i- -.L '11 y GALV, STEE PLATE,
�''
J'-#, ' 1 !,�_. J.- -J �'-' i J- 81, ALAHAMBRA A -W
GALV. STEEL PLATE j — -.�—'- ' 6 S , -0.05$7 OR EQUAL
ALAHAMBRA A-3604 OR EQ. R4 BAR at 18' O.C." 1 s, A
I" MIN. CLEAR FROM SOFFITT CENTER PIER H -F- H -�- H + H -�--�- H -1-- H -+ �., --� w 8'
S = -0.0020 K5 BAR at 6" O.C.
S = -0.0043 8' THICK 11' LONG I I ' I I � I I S = -0.0020 � --'--- ''"'
""—l—""-6—""-4—"" ter— L
_GRADE TO
DRAIN
0— A— L .J. — L ..f. — — 1. L 1 — L —L — — J-- —L A— —L — L —A A— —A — L -L41T 4 P4 PTT TI_T P4 TfL4 L —4 ;a— ..1 A— —A .L —A A— —A —1— J— A— L — A- , --
04
AR at 12"
MAIN
\44 BAR at 18" O.C. 2' III`� 2' rt4 BAR at 12" OAC' REINBFORCEMEN O.C.
2" CLEAR
44 BAR at 18" O.C.
4' LONG BOTTOM REINF.
1`4 BAR at 12" O.C. MAIN PLACED UNDER AND 2' z
REINFORCEMENT. 2" CLEAR ALL MAIN REINFORCEMENT IN THIS SECTION BEYOND THE CENTER PIER
OF THE BOTTOM SLAB SHALL BE s4 AT 6" O.C. 3" CLEAR CL I
O N
LONOITUDINAL CROSS SECTION
FOX CULVERT61+1,2.50roN
5.5'
NORTH SIDE Off' GLOVER AVENUE 76.77 TOP
I/2" AAP FOR
-- - - -- — DRAINAGE
REFER TO RAIL, TIECLIP
TYPICAL SECTION
BOX CULVERT UNDER TRACK
NOT TO SCALE
61+16.00
INTX.
--•--•--•-�-•_ NORTH R/W
\ I I / /0/ / //// Y /0/ /// '/0/ / //// / /0/ /
y REINF CONC
CULVERT WALL
61+12.50
R.C. R OX 76.77 TOP
0 0
CULVERT
REINF CONIC
CENTER PIER
6" REINF CONIC
CULVERT WALL
0/ ! /if/ 10/ ! /// ! 0
REFER TO RAIL. TIECLIP _
AND TIEPLATE DETAIL /
THIS SHEET
10'
SEE PAVING AT
RAIL DETAIL
6" A.C. OVER
12" COMPACTED NATIVE SOIL
AT 05 % M^X
pe*151-ry
2F -TE.
9 GUTTER
m
SECTIONAL PLAN OF
60X CULVERT
NOT TO SCALE
0
NOT TO SCALE
2"i (LAST LIFT)
6" A.G. OVER ' 12° GOMPPGT�b
4"± NATIVE SOIL AT 65/o MW<OFi��✓'I?'(
PAVING AT RAIL DETAIL
1/2" STEEL PLATE
FULL WIDTH OF BOX
81+23.50
76.77 TOP
5/6" ANCHOR
BOLT ITYP.1
1/2" STEEL PLATE
FULL WIDTH OF BOX
1 x 6 REDWOOD
HEADER
CONCRETE
CURB 9 GUTTER
5.5'
NOT TO SCALE
FULL WIDTH OF RCB CULVERT
TO BE COVERED BY STANDARD
SOLID RR TIMBER PLANKING
ANCHORED ON TOP OF THE
SIDEWALL AND CENTER PIER OF
RCB BY 5/6" 0 x 12" ANCHOR BOLTS
(BY RAILROAD)
04 BAR at 18" O.C.
AND TIEPLATE DETAIL
1" MIN. CLEAR FROM SOFFITT
_ THIS SHEET
44 BAR at 6" O.C.
MIN. CLEAR FROM SOFFITT
,0
RAIL
CONSTRUCTION JOINT SHALL
»•-�•»••»•••••�••-•••
1/2" STEEL PLATE FULL—
—rte T �.
.. _.�...». ..... r... r... ...� .
WIDTH OF BOX (BOLTED)
VARIES
-
8" T YR
18 VARIES
04 WOR. BAR at 16" O.C.ITYP.)
7/6" f ANCHOR BOLT
(-----------
TO
BENT 4"ON THE SIDE
'
-------�
NOTE: NO CONTACT
— —8 — — —
SHALL BE ALLOWED
BETWEEN BOLTS AND
104 BAR at8"O.C.
_
8'LBAR
—
REBAR.
04 BAR at 16" O.C.A`4
BAR at 12" O.C.
�4 BAR at 18" O.C.
4 BAR of 12" O.C.
4' LONG BOTTOM REINF.
UHEECENTER2PIER
2' MIN. CLEAR
8" O.C.
BEYOND
3" MIN. CLEAR
TYPICAL SECTION
BOX CULVERT UNDER TRACK
NOT TO SCALE
61+16.00
INTX.
--•--•--•-�-•_ NORTH R/W
\ I I / /0/ / //// Y /0/ /// '/0/ / //// / /0/ /
y REINF CONC
CULVERT WALL
61+12.50
R.C. R OX 76.77 TOP
0 0
CULVERT
REINF CONIC
CENTER PIER
6" REINF CONIC
CULVERT WALL
0/ ! /if/ 10/ ! /// ! 0
REFER TO RAIL. TIECLIP _
AND TIEPLATE DETAIL /
THIS SHEET
10'
SEE PAVING AT
RAIL DETAIL
6" A.C. OVER
12" COMPACTED NATIVE SOIL
AT 05 % M^X
pe*151-ry
2F -TE.
9 GUTTER
m
SECTIONAL PLAN OF
60X CULVERT
NOT TO SCALE
0
NOT TO SCALE
2"i (LAST LIFT)
6" A.G. OVER ' 12° GOMPPGT�b
4"± NATIVE SOIL AT 65/o MW<OFi��✓'I?'(
PAVING AT RAIL DETAIL
1/2" STEEL PLATE
FULL WIDTH OF BOX
81+23.50
76.77 TOP
5/6" ANCHOR
BOLT ITYP.1
1/2" STEEL PLATE
FULL WIDTH OF BOX
1 x 6 REDWOOD
HEADER
CONCRETE
CURB 9 GUTTER
5.5'
NOT TO SCALE
FULL WIDTH OF RCB CULVERT
TO BE COVERED BY STANDARD
SOLID RR TIMBER PLANKING
ANCHORED ON TOP OF THE
SIDEWALL AND CENTER PIER OF
RCB BY 5/6" 0 x 12" ANCHOR BOLTS
(BY RAILROAD)
BOTH ENDS
I/2" STEEL PLATE
FULL WIDTH OF BOX
7/8" / M. BOLTS WITH
HEX. HD. t NUT
WROT WASHER RAIL CLIP
MK "RC3"
436 STEEL RAIL PLATE
5/16" /16" IBY CONTRACTOR)
1/2" STEEL PLATE
16" x 7/8" ANCHOR BOLTS FULL WIDTH OF BOX
BENT 4" ON THE SIDE
° °. a ' a
d ° a
^.
RAIL CLIP FURNISHED BY RAILROAD CO.
INSULATED TIE PLATE REQUIRED
4' 4'
SECTION of RAIL,
TIE -CLIP 9 TIEPLATE.
NOT TO SCALE
PREFAE� PLANK CROSSING NOTE:
THIS DETAIL IS FOR PICTORIAL
BN RAILROAD REPRESENTATION ONLY.
NOT TO SCALE
NOT FOR CONSTRUCTION HAS NOT
BEEN REVIEWED BY RAILROAD
r�; jr
r"r,
2/6-74
exp.
04 BAR at 18" O.C.
1" MIN. CLEAR FROM SOFFITT
44 BAR at 6" O.C.
MIN. CLEAR FROM SOFFITT
,0
CONSTRUCTION JOINT SHALL
»•-�•»••»•••••�••-•••
BE PROVIDED WITH KEY WAY
—rte T �.
.. _.�...». ..... r... r... ...� .
VARIES
-
8" T YR
18 VARIES
104 BAR at 12" O.C. 13" CLEARI
TO
2 , g„
a-
104 BAR at8"O.C.
\114 BAR at 12" O.0 .
�4 BAR at 18" O.C.
BOTH ENDS
I/2" STEEL PLATE
FULL WIDTH OF BOX
7/8" / M. BOLTS WITH
HEX. HD. t NUT
WROT WASHER RAIL CLIP
MK "RC3"
436 STEEL RAIL PLATE
5/16" /16" IBY CONTRACTOR)
1/2" STEEL PLATE
16" x 7/8" ANCHOR BOLTS FULL WIDTH OF BOX
BENT 4" ON THE SIDE
° °. a ' a
d ° a
^.
RAIL CLIP FURNISHED BY RAILROAD CO.
INSULATED TIE PLATE REQUIRED
4' 4'
SECTION of RAIL,
TIE -CLIP 9 TIEPLATE.
NOT TO SCALE
PREFAE� PLANK CROSSING NOTE:
THIS DETAIL IS FOR PICTORIAL
BN RAILROAD REPRESENTATION ONLY.
NOT TO SCALE
NOT FOR CONSTRUCTION HAS NOT
BEEN REVIEWED BY RAILROAD
r�; jr
r"r,
2/6-74
exp.