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102
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L,
T
Q'
180° 0'0' '
3. 96m t 13. 00')
12. 4 5m (40.841 )
- -
CV
160 37'.48' '
32. Om ( 105. 00')
9. 29m (30. 48' )
4. 68m ( 15. 35' )
16C
160 34' 48' '
32. Om t 105. 00')
9. 26m (30. 38' )
4. 66m (15. 30' )
1508.79
CITRUS AVENUE
101 + 13. 46
2
4.27m (14')
CD
1505.26
1505.96
1506.59
1505.52
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EXIST. CURB
& GUTTER
v
rn
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M . U
O N
CITRUS
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CROSS REFERENCE NOTES:
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND
APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-13.
2. FOR DRAINAGE IMPROVEMENTS SEE DRAWING NO. 3001 SHEETS 1-7.
CURVE DATA
N0.
A
R
L
T
16A
180° 0'0' '
3. 96m t 13. 00')
12. 4 5m (40.841 )
- -
166
160 37'.48' '
32. Om ( 105. 00')
9. 29m (30. 48' )
4. 68m ( 15. 35' )
16C
160 34' 48' '
32. Om t 105. 00')
9. 26m (30. 38' )
4. 66m (15. 30' )
1508.79
CITRUS AVENUE
101 + 13. 46
2
4.27m (14')
1505. 42
1505.26
1505.96
1506.59
1505.52
1506.87
NEI
No
NEI
mmmmmmml
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m
NJ
Sol
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mm
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103
0
0
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--T
104
.._T -_T --
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EXIST. CURB
& GUTTER
v
rn
00E w
M . U
O N
CITRUS
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CROSS REFERENCE NOTES:
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND
APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-13.
2. FOR DRAINAGE IMPROVEMENTS SEE DRAWING NO. 3001 SHEETS 1-7.
CURVE DATA
N0.
A
R
L
T
16A
180° 0'0' '
3. 96m t 13. 00')
12. 4 5m (40.841 )
- -
166
160 37'.48' '
32. Om ( 105. 00')
9. 29m (30. 48' )
4. 68m ( 15. 35' )
16C
160 34' 48' '
32. Om t 105. 00')
9. 26m (30. 38' )
4. 66m (15. 30' )
Ful
yr by .._ 4^r -_ -- __ �v �� - tv -__ _ sv v;► -
Wv
_ 15 _ _ IQ6 _ I97 _ _ I98
C/L CITRUS . AVE. N00' 15'02"W
-T -T T V4 -1
l - - - _ _ _�....-_ _ _ _ __ .- _. -_ - -
-C ��--- -F E -E -E E -EF
LJ
1 Y r
II
20 10 0 20 40 .0 :0 100
MEN
40
AVENUE
PROFILE SCALE
HORIZ: 1' = 40'
VERT: 1' = 2'
CONSTRUCTION NOTES:
i■ PROTECT IN PLACE.
■ REMOVE EXISTING P. C. C. , A. C. , PAVEMENT OR SOIL.
2A REMOVE EXISTING CHAIN LINK FENCE.
3A COLD M I LL 30.48mm (0. 1 ') OF EX I ST I NG A. C. PAVEMENT AND OVERLAY 30.48mm (0. 1 ') OF A. C. PAVEMENT.
3D CONSTRUCT 165mm (6%") THICK ASPHALT CONCRETE OVER 135mm (5') THICK.
CLASS 2 AGGREGATE BASE MATERIAL.
4B CONSTRUCT CURB AND GUTTER PER CALTRANS STD. PLAN A87 TYPE A2-200 (8 INCH)
4C CONSTRUCT CURB PER CALTRANS STD. PLAN A87 TYPE B3 (6 INCH).
■5 CONSTRUCT 4 -INCH P.C.C. SIDEWALK PER CITY OF FONTANA STD PLAN NO 1015
■9 CONSTRUCT CHAIN LINK FENCE PER CALTRANS STD. PLAN A85 TYPE LL -1.8.
6� CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL ON SHEET 7.
w CT CONSTRUCT BAY TAPER (MEDIAN TAPER) FOR MEDIAN PER HIGHWAY DESIGN MANUAL TABLE 405.2A,
W AND L PER PLAN
6C CONSTRUCT GUTTER DEPRESSION (W=1.2m(4') & D=100mm(4')) TYPE OS AND OL INLETS ON GRADE PER CALTRANS STD PLAN D78
TS SEE TRAFFIC SIGNAL MODIFICATION PLANS.
UB
CA
CURB AND
GUTTER
LOCAL DEPRESSION TABLE
IE~
N
1. Om FLOW 1. 8m
ST -;---CL -
LOCAL DEPRESSION DETAIL
NO SCALE
C
--UD
CURB AND
GUTTER
F
STREET
CL ST.
STATION
C. B.
NO.
WIDTH
LOCAL DEPRESSION ELEVATIONS
(FT)
A (FL)
B (FL)
C (FL)
D (FL)
E (EG)
F (EG)
CITRUS AVENUE
101+53.09
1
4.27m (14')
1507.62
1507. 46
1508. 16
1508. 77
1507. 71
1508.79
CITRUS AVENUE
101 + 13. 46
2
4.27m (14')
1505. 42
1505.26
1505.96
1506.59
1505.52
1506.87
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
rFRANS I �� C{AANC -' 6 18.6
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SEC 020 D2gyV/N� -?/- �,�, (..t�, •
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
STANDARDS IN EFFECT.
PLANS PREPARED BY:
o■QFESS1pygl
�, oS A. z� W WILLDAN
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497 DRAWN BY:
W No. C060153 r- (562) 908-6200 DB/BM
* EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY:
JJ,�lF C]V1\- ■■Q NJ/SB/CZ
or C Av\� 4 jp3 CHECKED BY:
CARLOS A. A R.C.E. 60153 DATE CZ
{ Q M PERMIT NO.O� 08 -03=.N -MC -0483
C-0483
CITY OF FONTANA
STREET IMPROVEMENTS
CITRUS AVENUE SCI " =40'
106' N. OA SOUTH HIGHLAND TO DATE:
TH LIMIT 04-14-03
OVED BY: DRAWING No.: 28
"lt'0000� q- 2997
ITY ENGINEER R.C.E 51152 DATE: 3