HomeMy WebLinkAbout3624-22BCR FOOTHILL BLVD.
STA.33+,63.964 I
,4,,;
19,285m
37 .75
---- --- ) -- -
---------------- ----------------------------------
- ------------------------------- ----------- I __
--------------- L-1 -------------------
----------- ------------------------ ------------ -----------
0 7 6 m S
ECR FOOTHILL BLVD.
STA. 33+53.623 S D; B 0 0 374.773 374.898 374.975 375.053
74.763
(374.710)
EP
13.598m
FOOTHILL BLVD.
1,200m
3,151m
20.214m
(374.387)
EP
STA. 33+56.235
BCR FOOTHILL BLVD.
o u/o
V\ V
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
74.892
75.007
75.022
375.018
375.034
374.946
374.807
-374.667
74.579
STA.+65.948
ECR FOO ILL BLVD.
4.500)
.500)
EP
74.831
C -1i
374.935
11,7
(374.810)
EP
375.043
374.946 375.016 375.108 375.089
_�Q
(o a� 0 1.61% _ _ o .95%
00
,375.021 .375.076 375.135 375.148
I\
ECR T0O *1\LL BLVD.
ST\A,33-K\7.222
0
374. 52
.000
BCR FOOTHILL BLVD.
STA. 34+07.723
1 0,
(374.763
EP) AS P H
375.048
00
375.108 --------- -------
375.039 375.096 375.135 375.177 375.207 375.215
sa. 33+82.856 FOOTHI�U BLVD.
= STA. 0+00.000 HE AVE.
5,0 C.L. INTERSECTION 375.320
375.031 375.111 375.162 375.220 375.251 375.402
C y
/375.220 7 * 3'
510 TYP. 5,0m 5.Om typ
-.W- 375.372
374.945 375.054 375.128 375.190 375.197 375.225
00
00
if
74.859 374.996 375.094 375.161 375.144 375.131
374.804 374.959 375.073 375.142 375.108 375.067
2.29% 0.69%
.690---------i----A74.885 1 .375.030 1 375.105
I
REFERENCE PLANS
375.087
NOTE: CONTRACTOR SHALL BE RESPONSIBLE TO
VERIFY DRAINAGE REQUIREMENTS FOR
OVERLAY AND JOIN EXISTING FINISHED
SURFACE AS DIRECTED BY THE ENGINEER
10.528m
RE\,ASIOI`IS
W3703
1.200m
375.375
375.275
375.126
(375.018)
EP
L A A. -1 1 W 1. W
ECR FOOTHILL BLVD.
0. 0
0
STA. 33+93.188
BCR FOOTHILL BLVD.
(375.067)
EP
DATE
DIST
DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
1
DRAWN BY
S B d
66
17.49/21.09
A Civil Engineering - Planning . Surveying - Public Works
420 Exchange, Suite 100
---- -------------- ------
t----------------------
20,420m
2.000m
0 V
0.130m
0 11pim
NOTE: ALL ELEVATIONS ARE FINISHED SURFACES UNLESS NOTED OTHERWISE
ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
FOR REDUCED PLANS ORIGINAL o 20 40 10110 100 EA 317900 f
SCALE IS IN MILLIMETERS
E11777
HaU & Fbreman Inc .
CITY
OF FONTANA, CALIFORNIA
US
DRAWN BY
STREET IMPROVEMENTS
SCALE:
0>11
A Civil Engineering - Planning . Surveying - Public Works
420 Exchange, Suite 100
• Ir*e, CA 92602 - 714/665-4WO
A.N.
FOOTHILL BOULEVARD - ROUTE 66
AS SHOWN
00
C)
o� r
5-11,
DESIGNED BY
PREPARED
UNDER THE SUPERMS1014 OF:
E.M.R.
FOOTHILL BLVD. -CHERRY AVE
DATE:
E
CHECKED By
E.M.R.
MARCH 2005
2-1
(0 --10-os
JOB NO.
APPROVED
DR. NO.
SHT. NO.
. E Olt
(JOHN CURT
-
HOGAN R. .E. NO. 26229 DATE
99089
CITY ENGINEER RCE #51152 DATE
3624
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