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CONSTRUCTIO
HORIZ.: 10=109
VERT.: 1"=I'
AE I I-CASC
CROWNLINE
IST.
STREET IMPROVEMENT PLANS
EXIST.
937 SOUTH VIA LATA, SUITE 500
DRAWN BGS
EX
ST.
CIL OF
RECORD
EXIST.
T.
DATE:
DESIGNED BY:
PH. (909) 783-0101; FAX (909) 783-0108
R
W
CIL OF
RECORD
30.00'
R
W
32.35'
DRAWING NO.:
3
DATE:4w-dis
60.35'
30.00'
.00'
4.00'
51152 DATE:
CITY ENGINEER R.C.E.
34.19'
.00' 4.00
20.00'
26.16'
29.26'
4.19'
54.19'
54.19'
L
w
34.19'
00'
20.
0'
34.19'
4.00' 3.51 '
4.00' 3.68'
20.00'
30.00'
4.00' 3.16'
4.19'
30.00'
30.00'
�
4.19'
�
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EARTHEN SWAL
\
2. oo9'
TURAL L
OUND
PROPOSED FS
2.00%
209'
2 009'
NATURAL
1.96q
FS
2.009•
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EARTHEN
SWALE
2.Op
EARTHEN SWALE
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2.00 o
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1765
1764
1763
1762
1761
1760
-80
-60 -40 -20
78+00.00
C
20
N
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40
1764
1763
1762
1761
1760
1759
-80
-60 -40 -20
77+50.00
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\
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CONSTRUCTI
HORIZ.: 10=109
VERT.: 1"=I'
AE I I-CASC
CROWNLINE
IST.
STREET IMPROVEMENT PLANS
EXIST.
937 SOUTH VIA LATA, SUITE 500
DRAWN BGS
EX
T.
CIL OF
RECORD
E
T.
DATE:
DESIGNED BY:
PH. (909) 783-0101; FAX (909) 783-0108
R
W
STA. 77+00.00 TOSTA. 79+50.00
CIL OF
RECORD
30.00'
R
W
32.35'
DRAWING NO.:
3
DATE:4w-dis
63.45'
30.00'
.00'
4.00'
51152 DATE:
CITY ENGINEER R.C.E.
34.19'
3.0q'4.00-'
20.00'
19.98'
29.26'
4.19'
54.19'
54.19'
L
w
20
00'
34.19'
34.19'
34.19'
4.00' 3.68'
20.00'
w
4.00' 3.16'
4.19'
30.00'
30.00'
�
4.19'
�
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\
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30.00'
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2.009'
\
\
2�9'
2_07
\ \
PROPOSED FS
\
2. oo9'
PROPOSED FS
2.00%
209'
NATURAL
1.96q
FS
2.009•
EARTHEN
SWALE
2.Op
EARTHEN SWALE
EARTHENJ
-
2.00 o
FS
NATURAL
2 pop,
o
NATURAL
SWALE
PRO
SED FS
20p o
GROUND
ROUND
NATURAL
GROUND
J
J
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co
\
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1
ui
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THEN
SWALE
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S
LE
ALE
-
-
SIVALE
-
1764
1763
1762
1761
1760
1759
-80
-60 -40 -20
77+50.00
rnNSTR1 jrTInN
D
20
\
\
\
40
-60 -40 -20
77+00.00
0 20
N
of
LO
LIMITS OF EXISTING
PAVEMENT SURFACE
\
\
40
1769
1768
1767
1766
1765
1764
-80
CROWNLINE
HORIZ.: 10=109
VERT.: 1"=I'
AE I I-CASC
E>
IST.
STREET IMPROVEMENT PLANS
EXIST.
937 SOUTH VIA LATA, SUITE 500
DRAWN BGS
R
W
CIL OF
RECORD
R
W
DATE:
DESIGNED BY:
PH. (909) 783-0101; FAX (909) 783-0108
66.54'
I,y
STA. 77+00.00 TOSTA. 79+50.00
CIL OF
RECORD
30.00'
R
W
32.35'
DRAWING NO.:
3
DATE:4w-dis
54.19'
30.00'
.00'
4.00'
51152 DATE:
CITY ENGINEER R.C.E.
34.19'
3.0014.00'
20.00'
19.98'
4.00' 3.15'
4.19'
54.19'
30.00'
34.19'
20
00'
34.19'
34.19'
4.00' 3.00'
4.00' 3.68'
4.00' 3.12'
w
00
U -1I
30.00'
O 0
4.19'
co
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00
m
4.19'
30.00'
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cc
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to
\
207%
1-96Z
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2.009'
2�9'
.00�
\ \
PROPOSED FS
\
2. oo9'
2.00%
NATURAL
1.96q
FS
2.009•
EARTHEN
SWALE
EARTHEN
EARTHEN SWALE
-
2.00 o
FS
EARTHEN
2 pop,
NATURAL
PRO
SED FS
20p o
SWALE
ROUND
NATURAL
GROUND
J
J
�
co
\
GROUND
/
N
0
/
/
1
ui
/E
IRTHEN
•-
EARTHEN
EA
THEN \
THEN
SWALE
S
LE
ALE
-
-
-
-
-60 -40 -20
77+00.00
0 20
N
of
LO
LIMITS OF EXISTING
PAVEMENT SURFACE
\
\
40
1769
1768
1767
1766
1765
1764
-80
1768
1767
1766
1765
1764
1763
-80
-60 -40 -20 0
79+50.00
20
CONSTRUCTION
HORIZ.: 10=109
VERT.: 1"=I'
AE I I-CASC
CROWNLINE
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
C O N S U L T I N G
937 SOUTH VIA LATA, SUITE 500
DRAWN BGS
EXIST.
IST.
AS SHOWN ABOV
COLTON, CA 92324
E>
ISTT,
DATE:
DESIGNED BY:
PH. (909) 783-0101; FAX (909) 783-0108
R
I,y
STA. 77+00.00 TOSTA. 79+50.00
CIL OF
RECORD
PREPARED BY. STEVE J. HOSFORD R. C. E. NO. 42280
EXP. D E: 3/31/1
R
W
APPROVED BY:
DRAWING NO.:
3
DATE:4w-dis
51.08'
30.00'
Js-
51152 DATE:
CITY ENGINEER R.C.E.
3.0014.00'
3.0014.00'
16.89'
19.98'
54.19'
54.19'
34.19'
20
00'
34.19'
34.19'
4.00' 3.00'
4.00' 3.68'
4.00' 3.12'
w
00
w
30.00'
O 0
4.19'
co
30.00'
00
m
4.19'
30.00'
0) rn
ca
u i ori
cm
w
\ \
2
04q
11=9.
w
N
U
\
W
U-
�
N
cc
\
2•
Op
to
\
207%
1-96Z
2l
2.009'
.00�
\ \
\
2. oo9'
NATURAL
1.96q
FS
2.009•
EARTHEN
SWALE
EARTHEN
EARTHEN SWALE
GROUND
PROPOSED
FS
2 pop,
PRO
SED FS
20p o
NATURAL
GROUND
J
�
co
GROUND
0
ui
/E
IRTHEN
EARTHEN
\
EA
THEN
SWALE
/
S
ALE
1768
1767
1766
1765
1764
1763
-80
-60 -40 -20 0
79+50.00
20
1767
1766
1765
1764
1763
1762
-80
-60 -40 -20 0
79+00.00
20
40
CONSTRUCTION
HORIZ.: 10=109
VERT.: 1"=I'
AE I I-CASC
CROWNLINE
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
C O N S U L T I N G
937 SOUTH VIA LATA, SUITE 500
DRAWN BGS
E
IST.
AS SHOWN ABOV
COLTON, CA 92324
E
IST.
DATE:
DESIGNED BY:
PH. (909) 783-0101; FAX (909) 783-0108
R
W
STA. 77+00.00 TOSTA. 79+50.00
CIL OF
RECORD
PREPARED BY. STEVE J. HOSFORD R. C. E. NO. 42280
EXP. D E: 3/31/1
R
W
APPROVED BY:
DRAWING NO.:
3
DATE:4w-dis
54.17'
30.00'
Js-
51152 DATE:
CITY ENGINEER R.C.E.
3.0014.00'
19.98'
54.19'
W
34.19'
34.19'
20.00'
4.00' 3.68'
4.00' 3.12'
00
w
30.00'
co
00
m
4.19'
30.00'
ca
w
\ \
2
04q
11=9.
N
U
W
U-
\
2•
Op
to
00
N
O
N
2l
2.009'
2. oo9'
NATURAL
1.96q
FS
EARTHEN
SWALE
EARTHEN
SWALE
GROUND
�-
2 pop,
PRO
SED FS
GROUND
co
/E
IRTHEN
EARTHEN
S
VALE
SWALE
1767
1766
1765
1764
1763
1762
-80
-60 -40 -20 0
79+00.00
20
40
REV. REVISION DESCRIP11ON DATE ENGR. CITY DATE
SEAL -ENGINEER
oQROFESS16
C. `o o �
NO. 42280
EXP. 03/31 /10
sX CN IL �P
9)"F OF CAS\F��
-40 -20 0 20
O
to
78+50.00
40
CONSTRUCTION
HORIZ.: 10=109
VERT.: 1"=I'
AE I I-CASC
CROWNLINE
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
C O N S U L T I N G
937 SOUTH VIA LATA, SUITE 500
DRAWN BGS
E
IST.
AS SHOWN ABOV
COLTON, CA 92324
EXIST,
CROSS SECTIONS
DATE:
DESIGNED BY:
PH. (909) 783-0101; FAX (909) 783-0108
R
W
STA. 77+00.00 TOSTA. 79+50.00
CIL OF
RECORD
PREPARED BY. STEVE J. HOSFORD R. C. E. NO. 42280
EXP. D E: 3/31/1
R
W
APPROVED BY:
DRAWING NO.:
3
DATE:4w-dis
57.26'
30.00'
Js-
51152 DATE:
CITY ENGINEER R.C.E.
3.00,4,00'
23.07'
54.19'
W
34.19'
20.00
4.00' 3.68'
00
30.00'
co
00
w
\ \
2
04q
11=9.
N
2•
2. oo9'
PROPOSED
FS
EARTHEN
SWALE
2 pop,
NATURAL A
GROUND
EARTHEN
SWALE
REV. REVISION DESCRIP11ON DATE ENGR. CITY DATE
SEAL -ENGINEER
oQROFESS16
C. `o o �
NO. 42280
EXP. 03/31 /10
sX CN IL �P
9)"F OF CAS\F��
-40 -20 0 20
O
to
78+50.00
40
PROFILE SCALES
HORIZ.: 10=109
VERT.: 1"=I'
AE I I-CASC
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
C O N S U L T I N G
937 SOUTH VIA LATA, SUITE 500
DRAWN BGS
DUNCAN CANYON ROAD
AS SHOWN ABOV
COLTON, CA 92324
CROSS SECTIONS
DATE:
DESIGNED BY:
PH. (909) 783-0101; FAX (909) 783-0108
OS
STA. 77+00.00 TOSTA. 79+50.00
APRIL 2008
PREPARED BY. STEVE J. HOSFORD R. C. E. NO. 42280
EXP. D E: 3/31/1
CHECKED BY:
APPROVED BY:
DRAWING NO.:
3
DATE:4w-dis
SJH
3
Js-
51152 DATE:
CITY ENGINEER R.C.E.