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131 L B. RAI L 20
VERTFCAL S CALE: 1 2
3 1/2"x 3 1/2"x 1/2" x 6' GALV. STEEL ANGLE
CWA-rERLINS OWN1150 SY F04"TAKA
WATE 14) SZ2_ 2201
5/8 ANCHOR BOLTS 7 EXISTING 10" WATER LINE 8"GAS LINE PROPOSED RAIL
R_ 880.96STA. 13 + 2 7, 3 5 4 5- 12"X 3/8" CASING
Q :31
0 FL 880-66 MH 13+52.35
0 Dt EXISTING 8 M'EDIUM PRESSURE GAS\ MH 13-�02.35 NE 2-4'IDV CONDUIT.
t 11rTOP 881.53 TOP 881.
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r A HOP ROI T MAKIW)f 9 0=1 npA-rc clpr myripam-T
WITH %/ I(L ETIWANDA AVE. w TO 25' FROM � RAILROAD 3 2' 4 _4'
4 4' 32 w ti
w
0+00
PLAN VI EW SOUTH S I D E
REVERSE FOR NORTH SIDE
NO SCALE
..PAIRKWAY TYPE MANHOLE, FRAME a COVER 8'-6" LENGTH GALVANIZED
ALHAMBRA FOUNDRY OA -1530 or EQUAL STEEL PLATE CURB BAR
SIDEWALK (Bituminous Pointed) ALHAMBRA FOUNDRY *A-3904'
4A 4 a t 12" 0. c. 04 at 6 is O.C. or EQUAL
V5.
at 112 0. C.
-sr4 AS SHOWN IN
STD. 124 (MODIFY TO !NSTALL INLET)
OUTLET AND MANHOLE DETAIL 12
NO SCALE 14 JIM -
900
U
7-1/16" 7-1/2" x 12" TIE PLfATE DETAIL OF 5/8" ANCHOR
131 LB. RAI L FIELD WELD To 1/2' PLATE HEX. HD NUT a WROT WASHER BOLT (A-36-- OR EQUAL)
7/8" (n 2 -1/4" -IR T H r) R n I T F I Fr I n w ir i n
L
TO 1314P TIE PLATE
1/2" PLATE BOLTED �`I�RAIL CLIP W RC3"
IV
36
8
5-7/8 -4-8
4 LONG. BAR at 8"
> 1/2"
5/8" ANCHOR BOLT ----------
IV
4,
03 VERT. BAR at 9
Zzi _z z -7 .7 8-1/2"
TY
0. C.
X
4 13 AR 3' 10.*'
LONG at 8"O.C.
4 - 4
TYPICAL SECTION "POMONA" TYPE CULVERT A'T',RAILROAO CROSSING
NO SCALE
�_i a: C)
U a_ z
z 0
Q
MARLAY
......... I,-
4 . 4'_ 3 2'--- A A 4.4'.
M.H. 13+02.35 F/L8jI"q,,--
TOP 880.67
2 EACH WALK -OUT TYPE
SIGNAL PROTECTION- INSTALLED BY
RAILROAD i5' FROM C RAILROAD
4.1' FROM FACE OF CURB.
--�M. H. 13 + 5 �2.35
F.L.880.09
TOP 880.97 (OWNED BY CHINO BASIN MUNICIPAL WATER
15' VP,. P. IND. SEW�R 0 1 ST R t CT 'TF- L. �7)4) 8 ST- I T 12
SEE TYPICAL SECTION Ar'
RAILROAD CROSSING NOTE: ENCASE ALL UNDERGROUND
FACILITIES TO U.PR.R. C.S. 102�9
OR COOPERS E-65 LOADING
PREFAB --PLt-A-iqk_-CROSS1NG
A—A' SECTION
NO SCALE,
ON -8- A`_`OCIATES
NVII-LE— SA14GER33 00
CIVIL ENGINE ERS LAND $URVEYORS
9507 ARROW ROUTF,SUIrE
RA- ,V�-IqO CUCAMONGAl CA, 917JO
TELEPHONE -i (714) 980-1211
KENNETH -N.LINVILLE R. C, 203 00
DATE: FIL E NO
CITY OF FONTANA.,, CALIFORNIA
-PUPLI-C WORKS DEPARTM.ENT
DRAINN BY SCALE
BCB I%AILROAD GRADE CROS-SIT46 A� NOTED
AT
CHECKED BY MARLAY AVE—. EAST'OF ETIMANDA DTTE
L L`D ji'T. .9—.24-81
APPROVED BY DRW NO. SHEET
CITY ENGINEER RCE 18932 1104
CONST. JOINT
SHALL
BE PROVIDED
WITH K,EY -WAY
4� 4- BAR$ .-at 6
131* RAVIL
t"CLEAR
7/8 0 M BOLT,
—r -
4
HEX. HD. a NUT -
+
A
WROT WASHER
6"
601
36 1/2"
RAIL CLIP M( RC3 rM
6-1/1
9> I pa", 1310 TIE PLATE
6
/,07 C L P_ AM
''1
4 0
L CLIP FURNI':
A SHED BY RAI LRQAD CO.
TYPICAL
CROSS-SECTION
POMONA
CULVERT INSULATED TIE PLATE REQUIRED
NO SCALE
--�M. H. 13 + 5 �2.35
F.L.880.09
TOP 880.97 (OWNED BY CHINO BASIN MUNICIPAL WATER
15' VP,. P. IND. SEW�R 0 1 ST R t CT 'TF- L. �7)4) 8 ST- I T 12
SEE TYPICAL SECTION Ar'
RAILROAD CROSSING NOTE: ENCASE ALL UNDERGROUND
FACILITIES TO U.PR.R. C.S. 102�9
OR COOPERS E-65 LOADING
PREFAB --PLt-A-iqk_-CROSS1NG
A—A' SECTION
NO SCALE,
ON -8- A`_`OCIATES
NVII-LE— SA14GER33 00
CIVIL ENGINE ERS LAND $URVEYORS
9507 ARROW ROUTF,SUIrE
RA- ,V�-IqO CUCAMONGAl CA, 917JO
TELEPHONE -i (714) 980-1211
KENNETH -N.LINVILLE R. C, 203 00
DATE: FIL E NO
CITY OF FONTANA.,, CALIFORNIA
-PUPLI-C WORKS DEPARTM.ENT
DRAINN BY SCALE
BCB I%AILROAD GRADE CROS-SIT46 A� NOTED
AT
CHECKED BY MARLAY AVE—. EAST'OF ETIMANDA DTTE
L L`D ji'T. .9—.24-81
APPROVED BY DRW NO. SHEET
CITY ENGINEER RCE 18932 1104