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WILY E'LY
R/W A R/W
CSI I IKUZ5 AVt:NUt
STA 75+96.29 (RT) TO STA 77+40.67 (RT)
STA 76+31.54 (LT) TO STA 77+39.29 (LT)
NOT TO SCALE
* W'LY E'LY
R/W A R/W
"THE PROP. W'LY R/W BEGINS AT STA 90+96.88)
**AT STA 92+00.00, THE PROP. EP ENDS AND
THE PROP. AC DIKE BEGINS.
CITRUS AVENUE
STA 90+53.20 TO STA 93+45.15
NOT TO SCALE
TV TV AA
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TOLL FREE -qqmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
A
WILY
R/W
WILY
R/W
J
A
VAR
VAR 48' TO 5.4'
8' VAR 36' TO 42'
33' , VAR VAR
8' TO 12'
VAR
A
8' 7'
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TC PER 4'
PROFILE
GRADE BREAK v
VAR .3
*E'LY 3%
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VAR 52' TO 56.68'
owl
VAR 40' TO 44.68' 12'
33' AND VAR
2
VAR 5.5 6' 0.5'
..
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TC PER
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ROP. PVMT.
PROP. PVMT.
BY 'OTHERS
BY OTHERS
*THE PROP. E'LY R/W ENDS AT STA 93+64.999 52.37' RT.
CITRUS AVENUE
VAR 58' TO 68'
46'
33'
—VAR 8' VAR
AND 12'
1'
a 5'
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TC PER
PROFILE
2-= •' 2VAR
STA 93+45.15 (RT) TO STA 95+99.86 (RT)
STA 93+45.15 (LT) TO STA 96+75.21 (LT)
NOT TO SCALE
A
VAR
13'
66' AND VAR
54' AND VAR
63' AN D VAR
27
12'
E' LY R/W
BY OTHERS
I
9'
N
PROP. MED.
PROP. PVMT.
BY OTHERS
1 BY OTHERS
2;1
& VAR .•.Irl I I•._ _ _ — _ _ 290 & V Ra 2�
U —
PROP. PVMT.
BY OTHERS PROP. C&G
BY OTHERS
CITRUS AVENUE
STA 95+99.86 (RT) TO STA 99+04.00 (RT)
STA 96+75.21 (LT) TO STA 98+96.00 (LT)
NOT TO SCALE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM. .
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. -
TC PER
PROFILE
J@
MEDIAN SECTION AT
LEFT TURN POCKET
STA 78+57.80 TO STA 80+00.80
STA 85+72.13 TO STA 87+22.13
NOT TO SCALE
A
2ECO2D 'DR MVING
06/07
LEFT TURN POCKET
STA 83+29.63 TO STA 84+72.63
NOT TO SCALE
CONSTRUCTION NOTES:
1�
�DESCRIPTION
AC PAVEMENT
O
CONSTRUCT MIN. 6.5" AC PAVEMENT
OVER 12" MIN.
[nom
- • - • �• ,rim��s
4O
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF
[
FONTANA STD. PLAN NO. 1003.
........... . ............
O5
CONSTRUCT 8" PCC CURB PER CITY
OF FONTANA STD.
PLAN NO. 1003.
DESIGNED BY:
8O
CONSTRUCT 4" THICK PCC SIDEWALK
PER CITY OF
, R MENUE
FONTANA STD. PLAN NO. 1015, AND
PER THE PLANS.
CHECKED BY:
PROVED B .
�Z •�'
DRAWING NO.:
3247
c5
SF
37
ITY ENGINEER R.C.E. 51152 DATE:
STA 93+45.15 (RT) TO STA 95+99.86 (RT)
STA 93+45.15 (LT) TO STA 96+75.21 (LT)
NOT TO SCALE
A
VAR
13'
66' AND VAR
54' AND VAR
63' AN D VAR
27
12'
E' LY R/W
BY OTHERS
I
9'
N
PROP. MED.
PROP. PVMT.
BY OTHERS
1 BY OTHERS
2;1
& VAR .•.Irl I I•._ _ _ — _ _ 290 & V Ra 2�
U —
PROP. PVMT.
BY OTHERS PROP. C&G
BY OTHERS
CITRUS AVENUE
STA 95+99.86 (RT) TO STA 99+04.00 (RT)
STA 96+75.21 (LT) TO STA 98+96.00 (LT)
NOT TO SCALE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM. .
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. -
TC PER
PROFILE
J@
MEDIAN SECTION AT
LEFT TURN POCKET
STA 78+57.80 TO STA 80+00.80
STA 85+72.13 TO STA 87+22.13
NOT TO SCALE
A
2ECO2D 'DR MVING
06/07
LEFT TURN POCKET
STA 83+29.63 TO STA 84+72.63
NOT TO SCALE
CONSTRUCTION NOTES:
1�
SAWCUT EXISTING PAVEMENT.
AC PAVEMENT
O
CONSTRUCT MIN. 6.5" AC PAVEMENT
OVER 12" MIN.
AA
. .
OF 95% COMPACTED NATIVE SUBGRADE.
4O
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF
[
FONTANA STD. PLAN NO. 1003.
........... . ............
O5
CONSTRUCT 8" PCC CURB PER CITY
OF FONTANA STD.
PLAN NO. 1003.
DESIGNED BY:
8O
CONSTRUCT 4" THICK PCC SIDEWALK
PER CITY OF
, R MENUE
FONTANA STD. PLAN NO. 1015, AND
PER THE PLANS.
LEGEND:.
x;a�►r"'"�`�r
AC PAVEMENT
QRpFESS/0
CITRUS AVENUE WIDENING IMPROVEMENTS
AA
. .
PCC PAVEMENT
DRAWN BY:
95% COMPACTED NATIVE SUBGRADE
[
95% COMPACTED CRUSHED AB
OVER 12" MIN. 95% COMPACTED
........... . ............
NATIVE SUBGRADE
NOTE: FOR MEDIAN TREATMENT, SEE LANDSCAPING AND
IRRIGATION PLANS.
CITY OF FONTANA, CALIFORNIA
QRpFESS/0
CITRUS AVENUE WIDENING IMPROVEMENTS
1131 W. 6thsr.,SUITE 350, ONTARIO, CA 91762
DRAWN BY:
TYPICAL SECTIONS
SCALE:
(909) 933-5225, (909) 933-5228 FAX
Prepared Under The Supervision Of :
o " No. 30006
NO SCALE
DESIGNED BY:
DATE:
8/17 10155
* Exp. 9/30/07. *
, R MENUE
•
Date :.�•=-,�� r
CHECKED BY:
PROVED B .
�Z •�'
DRAWING NO.:
3247
c5
SF
37
ITY ENGINEER R.C.E. 51152 DATE: