HomeMy WebLinkAbout6573-1119+00
1115
1120
1125
1115
1120
1125
0 25 500-25-50
19+25
1115
1120
1125
1115
1120
1125
0 25 500-25-50
19+50
1115
1120
1125
1115
1120
1125
0 25 500-25-50
19+75
1115
1120
1125
1115
1120
1125
0 25 500-25-50
20+00
1115
1120
1125
1115
1120
1125
0 25 500-25-50
20+25
1115
1120
1125
1115
1120
1125
0 25 500-25-50
20+50
1115
1120
1125
1130
1115
1120
1125
1130
0 25 500-25-50
20+75
1115
1120
1125
1130
1115
1120
1125
1130
0 25 500-25-50
21+00
1115
1120
1125
1130
1115
1120
1125
1130
0 25 500-25-50
11
2
0
.
7
3
T
C
11
2
0
.
6
8
T
C
11
1
8
.
4
5
T
C
11
2
0
.
0
3
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
5
1
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
7
.
7
8
F
L
4.9%
1.3%
S'LY
R/W
N'LY
R/W
VALLEY BLVD.
C/L
11
2
0
.
7
0
T
C
11
2
0
.
6
6
T
C
11
1
8
.
5
4
T
C
11
2
0
.
0
0
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
7
.
8
7
F
L
4.6%
1.4%
S'LY
R/W
N'LY
R/W
VALLEY BLVD.
C/L
11
2
0
.
6
6
T
C
11
2
0
.
6
4
T
C
11
1
8
.
7
1
T
C
11
1
9
.
9
7
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
1
6
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
8
.
0
4
F
L
4.6%
1.0%
S'LY
R/W
N'LY
R/W
4.1%
1.3%
S'LY
R/W
N'LY
R/W
11
2
0
.
6
0
T
C
11
2
0
.
6
2
T
C
11
1
8
.
8
3
T
C
11
1
9
.
1
8
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
9
0
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
8
.
1
6
F
L
3.8%
0.9%
S'LY
R/W
N'LY
R/W
11
2
0
.
5
4
T
C
11
2
0
.
5
5
T
C
11
1
8
.
9
0
T
C
11
1
9
.
1
7
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
8
5
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
8
.
2
3
F
L
3.4%
1.0%
S'LY
R/W
N'LY
R/W
11
2
0
.
4
8
T
C
11
2
0
.
4
7
T
C
11
1
8
.
9
3
T
C
11
1
9
.
1
1
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
7
9
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
8
.
2
6
F
L
3.1%
1.2%
S'LY
R/W
N'LY
R/W
11
2
0
.
4
2
T
C
11
1
9
.
7
3
F
S
SA
W
C
U
T
-
J
O
I
N
11
2
0
.
3
9
T
C
11
1
9
.
0
5
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
8
.
9
3
T
C
11
1
8
.
2
6
F
L
3.4%
S'LY
R/W
N'LY
R/W
11
2
0
.
4
0
T
C
11
1
9
.
7
0
F
S
SA
W
C
U
T
-
J
O
I
N
11
2
0
.
3
1
T
C
11
1
9
.
0
2
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
8
.
8
4
T
C
11
1
8
.
1
7
F
L
3.5%
1.4%
S'LY
R/W
N'LY
R/W
11
2
0
.
3
8
T
C
11
1
9
.
6
8
F
S
SA
W
C
U
T
-
J
O
I
N
11
2
0
.
2
3
T
C
11
1
8
.
9
5
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
8
.
7
4
T
C
11
1
8
.
0
7
F
L
VALLEY BLVD.
C/L
109'
133'
VALLEY BLVD.
C/L
109'
133'
VALLEY BLVD.
C/L
109'
133'
VALLEY BLVD.
C/L
109'
133'
VALLEY BLVD.
C/L
133'
VALLEY BLVD.
C/L
109'
133'
VALLEY BLVD.
C/L
109'
133'
109'
133'
109'
133'
1.9%
11
1
9
.
6
0
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
3
9
F
S
1.5%
11
1
9
.
3
8
F
S
11
1
9
.
6
7
F
S
SA
W
C
U
T
-
J
O
I
N
2.3%
20'
1.9%
11
1
9
.
7
6
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
4
2
F
S
20'
11
1
9
.
8
4
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
4
6
F
S
1.8%
20'
1.7%
11
1
9
.
9
2
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
5
2
F
S
20'
11
1
9
.
9
4
F
S
SA
W
C
U
T
-
J
O
I
N
1.7%
20'
11
1
9
.
5
3
F
S
11
1
9
.
9
5
F
S
SA
W
C
U
T
-
J
O
I
N
1.9%
20'
11
1
9
.
9
7
F
S
SA
W
C
U
T
-
J
O
I
N
20'
2.0%
11
1
9
.
5
2
F
S
SA
W
C
U
T
-
J
O
I
N
11
1
9
.
3
3
F
S
1.8%
20'20'
2%
MAX
2%
MAX
2%
MAX
2%
MAX
2%
MAX
2%
MAX
2%
MAX
11
1
9
.
5
1
F
S
SA
W
C
U
T
-
J
O
I
N
2%
MAX
2%
MAX
11'
(4.1%)
11'
(4.3%)
11'
(4.8%)
11'
(4.6%)
11'
(4.2%)
11'
(4.6%)
11'
(4.9%)
(4.6%)(5.4%)
2.6%3.1%2.8%
3.4%
11A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
811
TWO WORKING
YOU DIG
REV.REVISION DESCRIPTION ENGR.DATE CITY DATE
CHECKED BY:
DESIGNED BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
Prepared Under The Supervision Of :
DRAWN BY:
14
CITY OF FONTANA, CALIFORNIA
APPROVED BY:DRAWING NO.:
DATE:
SCALE:
STREET IMPROVEMENT PLAN
DATE:
AS SHOWN
BASIS OF BEARINGS BENCH MARK:
GIA LAM KIM R.C.E. 62296 CITY ENGINEER
DAVID J. CURTIS R.C.E. 75791
1650 SPRUCE STREET, SUITE 400
RIVERSIDE, CA 92507
951.787.8421 www.psomas.com
VALLEY BLVD. & JUNIPER AVE.
CR
CR
DC
CITY OF FONTANA BENCHMARK THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM,
ZONE 5, CONSTRAINED LOCALLY BETWEEN
CONTINUOUS GPS STATIONS EWPP & RTHS. SAID
BEARING IS S84°19'30"E (NAD83(2011) 2017.50
EPOCH.)
GPS CONTINUOUS OPERATING REFERENCE STATION
EWPP. THE ANTENNA IS AN ASHTECH 701945B_M
W/SCIT DOME. TRUE VERTICAL ANTENNA HEIGHT IS
FROM THE GEODETIC REFERENCE POINT TO THE
BOTTOM OF THE ANTENNA PRE-AMP(BPA) AND IS
0.027 FEET.
ELEVATION = 1194.52
6573
3/5/26
3/5/26
PARCEL MAP 20669No. C75791REGISTERED P ROFESSIONAL
E
N
G
I
N
E
ER
S
T
A
TE OF CA L I F O R NIA
CI V I L
DAV I D J . CU
R
T
I
S
EXP. 6/30/26
MCN22-000145 / ELPC24-00109
STREET SECTIONS - VALLEY BOULEVARD
VALLEY BOULEVARD
STREET SECTIONS-VALLEY BOULEVARD
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=4'
3/26/2026