HomeMy WebLinkAbout5708-51040
E LY TC
1040
CL
1040
W LY T C
EX. TOP OF CURB co + d v u ♦♦nn W
O 0 28' W/O CENTERLINE o N MC) V, I
+00 + � _
W O O N M O I ♦^
N� O CD N M O -- W
oao +� W
^ O M N O
Q tD + �.� W
^ O p z
J co
Cl U0 o `` 1040
0 p� �o — I
C> `: _ EX. GRADE
00 o V CL
r� N 0 CENTERLINE
�/ U F-
W— _ _ v o� r- �{ _
W �p� �`
Z CD 8� V��
JW _ o� +z mM�
CO oO rri
L=33.64' o rn U i o
U L=33.64' CURVE F + cli M
CURVE E w oo � o
Q EX. GRADE
O
0 28' E/0 CENTERLINE
__
0
CD_ -
00
N - 0.9
FD
FD
+
0411
.F-
W
0)W
II
co
WW
w
I N
J
PROP. TOP OF CURB
0 28' E/0 CENTERLINE
I
29+00
U U U . O
L) o Ln a O 00cq
M o 0.85%�
o ,,,.i OW rn ao +
J
co +a � C) C:) 0.92%
O O JO O _
MU =,. 1040
` 0.05% � — W' LY T C
-- 0.927- U_ o
o�
FLOWrn
'0 + !
uJ O DWY 0 M o
co p
co
O
PROFILE SCALE:
HORIZ. - .1 = 40'
j VERT. - 1" = 4'
30+00 31+00 32+00 33+00 I 34+00 35+00 36+00 37+00
PAVEMEW I E v
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
SEE DETAIL SHEET 1
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
OLEANDER AVENU
E
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CURVE TABLE
CURVE #
o�
O O d
^O
M
+
Oj00
i
Cl
^
00 --d-
O
H
0
Lo
W
U
00
O
M
U
W
O tM
M
0
U,
O
��
LO
C:)
O
+o
c� O
O
TOP OF CURB BY OTHERS
cn
o ,,
to
�
�;
C'4�
00
v
O
1'
'
�,`�';
O
O
0
0
Un
U v o o
O
PER DWG. NO.5652
'* o
M
o
W
EX. TOP OF CURB co + d v u ♦♦nn W
O 0 28' W/O CENTERLINE o N MC) V, I
+00 + � _
W O O N M O I ♦^
N� O CD N M O -- W
oao +� W
^ O M N O
Q tD + �.� W
^ O p z
J co
Cl U0 o `` 1040
0 p� �o — I
C> `: _ EX. GRADE
00 o V CL
r� N 0 CENTERLINE
�/ U F-
W— _ _ v o� r- �{ _
W �p� �`
Z CD 8� V��
JW _ o� +z mM�
CO oO rri
L=33.64' o rn U i o
U L=33.64' CURVE F + cli M
CURVE E w oo � o
Q EX. GRADE
O
0 28' E/0 CENTERLINE
__
0
CD_ -
00
N - 0.9
FD
FD
+
0411
.F-
W
0)W
II
co
WW
w
I N
J
PROP. TOP OF CURB
0 28' E/0 CENTERLINE
I
29+00
U U U . O
L) o Ln a O 00cq
M o 0.85%�
o ,,,.i OW rn ao +
J
co +a � C) C:) 0.92%
O O JO O _
MU =,. 1040
` 0.05% � — W' LY T C
-- 0.927- U_ o
o�
FLOWrn
'0 + !
uJ O DWY 0 M o
co p
co
O
PROFILE SCALE:
HORIZ. - .1 = 40'
j VERT. - 1" = 4'
30+00 31+00 32+00 33+00 I 34+00 35+00 36+00 37+00
PAVEMEW I E v
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
SEE DETAIL SHEET 1
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
OLEANDER AVENU
E
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CURVE TABLE
CURVE #
o�
O O d
^O
M
+
Oj00
U
----
. . �—
00 --d-
O
H
17.65'
Lnlcq
+'
W
U
V
U
a0
U
U
W
-
""��
o ' 4
U,
O
a
p
LO
C:)
O
p
c� O
O
TOP OF CURB BY OTHERS
cn
o ,,
to
�
�;
00
00
v
U
0 28' W/O CENTERLINE
�,`�';
O
o
0
0
Un
U v o o
O
PER DWG. NO.5652
'* o
M
o
W
1040
W U O O LO O
O p
p M
J
``
O
M
M"
O
.
�
(V
p
1=0.92%
EX. TOP OF CURB co + d v u ♦♦nn W
O 0 28' W/O CENTERLINE o N MC) V, I
+00 + � _
W O O N M O I ♦^
N� O CD N M O -- W
oao +� W
^ O M N O
Q tD + �.� W
^ O p z
J co
Cl U0 o `` 1040
0 p� �o — I
C> `: _ EX. GRADE
00 o V CL
r� N 0 CENTERLINE
�/ U F-
W— _ _ v o� r- �{ _
W �p� �`
Z CD 8� V��
JW _ o� +z mM�
CO oO rri
L=33.64' o rn U i o
U L=33.64' CURVE F + cli M
CURVE E w oo � o
Q EX. GRADE
O
0 28' E/0 CENTERLINE
__
0
CD_ -
00
N - 0.9
FD
FD
+
0411
.F-
W
0)W
II
co
WW
w
I N
J
PROP. TOP OF CURB
0 28' E/0 CENTERLINE
I
29+00
U U U . O
L) o Ln a O 00cq
M o 0.85%�
o ,,,.i OW rn ao +
J
co +a � C) C:) 0.92%
O O JO O _
MU =,. 1040
` 0.05% � — W' LY T C
-- 0.927- U_ o
o�
FLOWrn
'0 + !
uJ O DWY 0 M o
co p
co
O
PROFILE SCALE:
HORIZ. - .1 = 40'
j VERT. - 1" = 4'
30+00 31+00 32+00 33+00 I 34+00 35+00 36+00 37+00
PAVEMEW I E v
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
SEE DETAIL SHEET 1
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
OLEANDER AVENU
E
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CURVE TABLE
CURVE #
o�
O O d
^O
M
+
Oj00
U
----
. . �—
00 --d-
O
H
17.65'
Lnlcq
+'
00
^
rn
Ki
'- � O O
d :w
O
-
""��
o ' 4
_ .
—
+
CO �
rnro
O 00i
EX. TOP OF CURB co + d v u ♦♦nn W
O 0 28' W/O CENTERLINE o N MC) V, I
+00 + � _
W O O N M O I ♦^
N� O CD N M O -- W
oao +� W
^ O M N O
Q tD + �.� W
^ O p z
J co
Cl U0 o `` 1040
0 p� �o — I
C> `: _ EX. GRADE
00 o V CL
r� N 0 CENTERLINE
�/ U F-
W— _ _ v o� r- �{ _
W �p� �`
Z CD 8� V��
JW _ o� +z mM�
CO oO rri
L=33.64' o rn U i o
U L=33.64' CURVE F + cli M
CURVE E w oo � o
Q EX. GRADE
O
0 28' E/0 CENTERLINE
__
0
CD_ -
00
N - 0.9
FD
FD
+
0411
.F-
W
0)W
II
co
WW
w
I N
J
PROP. TOP OF CURB
0 28' E/0 CENTERLINE
I
29+00
U U U . O
L) o Ln a O 00cq
M o 0.85%�
o ,,,.i OW rn ao +
J
co +a � C) C:) 0.92%
O O JO O _
MU =,. 1040
` 0.05% � — W' LY T C
-- 0.927- U_ o
o�
FLOWrn
'0 + !
uJ O DWY 0 M o
co p
co
O
PROFILE SCALE:
HORIZ. - .1 = 40'
j VERT. - 1" = 4'
30+00 31+00 32+00 33+00 I 34+00 35+00 36+00 37+00
PAVEMEW I E v
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
SEE DETAIL SHEET 1
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
OLEANDER AVENU
E
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CURVE TABLE
CURVE #
n
co
'P
'P
O O d
^O
M
+
TANGENT
E
----
. . �—
00 --d-
O
33.64'
17.65'
F
42'50'00"
^
33.64'
O O
'- � O O
d :w
O
N O
M
���
��
T..--
_ .
—
+
CO �
rnro
c� O
O
to
M,�
� _,. �.�
��
��
—�
O^ 00
O
^
CC)
) t^D
IU_
—Ilk
O
O^^
;!sQ
O
O
O
Nix
W
1040
—
O p
p M
J
``
O
M
M"
O
.
�
(V
p
1=0.92%
+
ELY T C
_—
-�
--
^
O o0�
O 0)
o o
Co
p
rn
L
C
°
U U
V)
^
O 0i W)
+ p
N .�
O
O
00
_
o °o
^
AAA
co 0
L�Ni LC)
OAU U
+0
O M O
O
v
to
�o�o
C>
Pr)c)
O
a
�O o0
M O
n
�
O
^'
o M
O 00
O
+ �
to p
cc
M
W
EX. TOP OF CURB co + d v u ♦♦nn W
O 0 28' W/O CENTERLINE o N MC) V, I
+00 + � _
W O O N M O I ♦^
N� O CD N M O -- W
oao +� W
^ O M N O
Q tD + �.� W
^ O p z
J co
Cl U0 o `` 1040
0 p� �o — I
C> `: _ EX. GRADE
00 o V CL
r� N 0 CENTERLINE
�/ U F-
W— _ _ v o� r- �{ _
W �p� �`
Z CD 8� V��
JW _ o� +z mM�
CO oO rri
L=33.64' o rn U i o
U L=33.64' CURVE F + cli M
CURVE E w oo � o
Q EX. GRADE
O
0 28' E/0 CENTERLINE
__
0
CD_ -
00
N - 0.9
FD
FD
+
0411
.F-
W
0)W
II
co
WW
w
I N
J
PROP. TOP OF CURB
0 28' E/0 CENTERLINE
I
29+00
U U U . O
L) o Ln a O 00cq
M o 0.85%�
o ,,,.i OW rn ao +
J
co +a � C) C:) 0.92%
O O JO O _
MU =,. 1040
` 0.05% � — W' LY T C
-- 0.927- U_ o
o�
FLOWrn
'0 + !
uJ O DWY 0 M o
co p
co
O
PROFILE SCALE:
HORIZ. - .1 = 40'
j VERT. - 1" = 4'
30+00 31+00 32+00 33+00 I 34+00 35+00 36+00 37+00
PAVEMEW I E v
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
SEE DETAIL SHEET 1
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
OLEANDER AVENU
E
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
TANGENT
E
42'50'00"
45.00'
33.64'
17.65'
F
42'50'00"
45.00'
33.64'
17.65'
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
STANDARDS IN EFFECT.
0 0
�.W
�W
II
co
WW
zW
N
I J
0 20 40 80 120
SCALE:1 "=40'
QROFESS/pNq
STF2y�y
* R.C.E. NO. 56155
�,A Exp. 12-31-18 Q
q�F C/ V
OF C A \-�F
Prepared Under The Supervision Of
T17 enes Engineering, /nc.
CIVIL ENGINEERING -LAND SURVEYING
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)521-417J
REINHARD STENZEL RCE NO. 56155
DRIVEWAY STA. 30+33.65 DETAIL
SCALE: 1"=20'
CONSTRUCTION NOTES:
1O SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
2O PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
3O REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
4O REMOVE EXISTING CURB AND GUTTER
5 REMOVE EXISTING SIDEWALK
6 REMOVE EXISTING AC BERM
7O UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE)
OREMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER
CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN)
9O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003,
12 CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5)
@ CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0)
14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0)
15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
(MODIFIED AS PER DETAILS ON SHEET 2).
16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
0
17 PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY).
18 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY).
19 PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
20 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
22 PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS
23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
1RELO25 REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS
26 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
27
CATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
1REMO28 ADJUST EXISTING MANHOLE TO GRADE
29 REMOVE EXISTING STAND PIPE
30 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
31
VE EXISTING BLOCK WALL
32 REMOVE EXISTING FENCE
33 REMOVE EXISTING STRUCTURE
34 REMOVE EXISTING STORM DRAIN STRUCTURE - SEE STORM DRAIN PLANS
35 REMOVE EXISTING WATER FACILITIES BY OTHERS
36 REMOVE EXISTING DRIVEWAY
37 CONSTRUCT 6.5" MIN. A.C. OVER 8" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVEMENTIN JURUPA AVENUE
140ADJUST
PROTECT IN PLACE EXISTING STREET LIGHT
GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
RELOCATE EXISTING COMM. PULL BOX.
CONSTRUCT 6" CURB PER CITY OF FONTANA STD. PLAN 1000
TO GRADE EXISTING WATER VALVE
43 REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM
TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS.
44 PROTECT IN PLACE EXISTING MANHOLE COVER
45 REMOVE EXISTING MEDIAN CURB
46 CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD
TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS
WO/D# 8-36CS82506 DRP 15-017
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: OLEANDER AVENUE SCALE:
G.P. FROM STA. 28+00.00 TO STA. 36+50.00 AS SHOWN
DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE:
S/W CORNER OF SANTA ANA AND CYPRESS AVE
G.P. 71
CHECKED BY: AP D DRAWING NC.:5
/41DATE: Z� ' 5708
M.R. CITY ENGINEER R.C.E. 51152 N.
LO
cn
n
Pn
Uj
w
W
M
M
g
M
i
rnro
na
00
—Ilk
;!sQ
J
Nix
W
—
1040.32TC
1=0.92%
-�,
o
°
a
0) °
L
C
°
U U
V)
^
I-
00
_
o °o
rnLL. °°L.-
L�Ni LC)
OAU U
+0
WC�i�
MU MU
to
�o�o
C>
Pr)c)
a
�O o0
Prepared Under The Supervision Of
T17 enes Engineering, /nc.
CIVIL ENGINEERING -LAND SURVEYING
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)521-417J
REINHARD STENZEL RCE NO. 56155
DRIVEWAY STA. 30+33.65 DETAIL
SCALE: 1"=20'
CONSTRUCTION NOTES:
1O SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
2O PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
3O REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
4O REMOVE EXISTING CURB AND GUTTER
5 REMOVE EXISTING SIDEWALK
6 REMOVE EXISTING AC BERM
7O UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE)
OREMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER
CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN)
9O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003,
12 CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5)
@ CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0)
14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0)
15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
(MODIFIED AS PER DETAILS ON SHEET 2).
16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
0
17 PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY).
18 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY).
19 PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
20 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
22 PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS
23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
1RELO25 REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS
26 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
27
CATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
1REMO28 ADJUST EXISTING MANHOLE TO GRADE
29 REMOVE EXISTING STAND PIPE
30 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
31
VE EXISTING BLOCK WALL
32 REMOVE EXISTING FENCE
33 REMOVE EXISTING STRUCTURE
34 REMOVE EXISTING STORM DRAIN STRUCTURE - SEE STORM DRAIN PLANS
35 REMOVE EXISTING WATER FACILITIES BY OTHERS
36 REMOVE EXISTING DRIVEWAY
37 CONSTRUCT 6.5" MIN. A.C. OVER 8" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVEMENTIN JURUPA AVENUE
140ADJUST
PROTECT IN PLACE EXISTING STREET LIGHT
GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
RELOCATE EXISTING COMM. PULL BOX.
CONSTRUCT 6" CURB PER CITY OF FONTANA STD. PLAN 1000
TO GRADE EXISTING WATER VALVE
43 REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM
TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS.
44 PROTECT IN PLACE EXISTING MANHOLE COVER
45 REMOVE EXISTING MEDIAN CURB
46 CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD
TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS
WO/D# 8-36CS82506 DRP 15-017
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: OLEANDER AVENUE SCALE:
G.P. FROM STA. 28+00.00 TO STA. 36+50.00 AS SHOWN
DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE:
S/W CORNER OF SANTA ANA AND CYPRESS AVE
G.P. 71
CHECKED BY: AP D DRAWING NC.:5
/41DATE: Z� ' 5708
M.R. CITY ENGINEER R.C.E. 51152 N.
LO
cn
n
Pn
Uj
w
W
M
M
g
M
i