HomeMy WebLinkAbout6573-5A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
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
VALLEY BLVD. & JUNIPER AVE.
GIA LAM KIM
DATE:
AS SHOWN
CR
CR
DCDAVID J. CURTIS R.C.E. 75791
PROFILE SCALE:
HORIZ: 1"=40'
VERT: 1"=4'
BASIS OF BEARINGS BENCH MARK:
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
R.C.E. 62296 CITY ENGINEER
1650 SPRUCE STREET, SUITE 400
RIVERSIDE, CA 92507
951.787.8421 www.psomas.com
Date:
6573
3/5/26
3/5/26
PARCEL MAP 20669No. C75791REGISTERED P ROFESSIONAL
E
N
G
I
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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
5
GRAPHIC SCALE
SCALE: 1" =
0 40 80
40
2040
SE
E
S
H
E
E
T
4
14+0013+0012+0011+0010+00 15+00 16+00 17+00 18+00 19+00 20+00
1110
1110
1110
SE
E
S
H
E
E
T
4
PLAN AND PROFILE - JUNIPER AVENUE
(13+21.56 - 19+10.94)
EXISTING EASTERLY
TOP OF CURB
18
+
6
2
.
8
7
(1
1
1
7
.
5
6
)
T
C
18
+
0
0
.
0
0
(1
1
1
6
.
7
0
)
T
C
17
+
3
7
.
3
0
(1
1
1
5
.
9
9
)
T
C
16
+
0
0
.
0
0
(1
1
1
3
.
9
4
)
T
C
17
+
0
0
.
0
0
(1
1
1
5
.
4
4
)
T
C
15
+
0
0
.
0
0
(1
1
1
2
.
5
7
)
T
C
14
+
0
0
.
0
0
(1
1
1
1
.
2
9
)
T
C
12
+
9
5
.
5
8
(1
1
1
0
.
0
1
)
T
C
12
+
4
0
.
0
0
(1
1
0
9
.
0
0
)
T
C
EXISTING EASTERLY
TOP OF CURB
JUNIPER AVE - EASTERLY CURB (1.75%)
(1.37%)
(1.13%)
(1.46%)
(1.50%)
(1.37%)
(1.28%)
(1.23%)
(1.82%)
EXISTING CENTERLINE
ELEVATION
JUNIPER AVE - CENTERLINE
19
+
1
3
.
9
3
(1
1
1
8
.
5
0
)
F
S
18
+
6
5
.
3
0
(1
1
1
7
.
5
0
)
F
S
17
+
8
4
.
0
2
(1
1
1
6
.
5
0
)
F
S
16
+
4
9
.
6
6
(1
1
1
4
.
5
0
)
F
S
15
+
0
0
.
0
0
(1
1
1
2
.
7
5
)
F
S
14
+
1
3
.
0
3
(1
1
1
1
.
4
4
)
F
S
13
+
3
3
.
8
8
(1
1
1
0
.
5
0
)
F
S
12
+
6
9
.
0
3
(1
1
0
9
.
5
0
)
F
S
15
+
6
6
.
5
7
(1
1
1
3
.
6
0
)
F
S
17
+
1
9
.
9
2
(1
1
1
5
.
5
0
)
F
S
EXISTING CENTERLINE
ELEVATION (2.05%)
(1.23%)
(1.56%)
(1.42%)
(1.08%)
(1.27%)
(1.51%)
(1.19%)
(1.54%)
19
+
1
0
.
9
4
E
C
R
11
1
8
.
4
4
T
C
18
+
2
6
.
6
4
11
1
6
.
9
9
T
C
17
+
2
3
.
4
6
11
1
5
.
6
4
T
C
1.72%
1.31%
16
+
5
8
.
4
7
11
1
4
.
7
4
T
C
15
+
3
6
.
7
3
11
1
3
.
1
6
T
C
1.38%
1.30%
13
+
8
9
.
4
6
11
1
1
.
5
0
T
C
13
+
3
8
.
7
6
11
1
0
.
4
7
T
C
13
+
2
1
.
5
6
11
1
0
.
2
6
T
C
13
+
5
9
.
4
5
CL
3
5
'
D
W
Y
-
6
"
C
F
-
A
N
G
L
E
P
T
.
11
0
9
.
9
7
F
L
11
1
0
.
8
3
F
L
-
8
"
C
F
BC
R
0.50%
1.67%
0.75%(1.00%)
PROPOSED WESTERLY
TOP OF CURB
EXISTING ROAD
EDGE
JUNIPER AVE - WESTERLY CURB
15
+
1
4
.
1
0
11
1
2
.
7
5
T
C
14
+
1
4
.
1
0
11
1
1
.
6
2
T
C
1.80%
100.0'
PI=1111.87
G1=-1.80%
G2=-0.50%Δ/4 Δ/4 Δ/4 Δ/4
14
+
3
9
.
1
0
11
1
1
.
7
9
T
C
14
+
6
4
.
1
0
11
1
2
.
0
3
T
C
14
+
8
9
.
1
0
11
1
2
.
3
5
T
C
11
0
9
.
7
6
F
L
BC
R
BC
R
BC
R
11
1
4
.
0
7
F
L
11
1
4
.
9
7
F
L
16
+
9
0
.
9
6
CL
3
5
'
D
W
Y
PAVEMENT LEGEND
ASPHALT PAVING
GRIND & OVERLAY
PCC SIDEWALK
STREET CONSTRUCTION NOTES
ITEM DESCRIPTION
1
12" MIN OF 95% COMPACTED NATIVE SUBGRADE, PER CITY OF FONTANA STD. 1011.
2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1000.
3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF FONTANA STD. 1006.
SAWCUT AND REMOVE EXISTING A.C PAVEMENT AND CONSTRUCT 6.5" A.C PAVEMENT OVER
CURVE TABLE
CURVE #RADIUS LENGTH DELTA TANGENT
LINE TABLE
LINE #LENGTH BEARING
5'
x
4
'
(J
S
)
16"W
10"W
16"W
10"W
16"W
16"W
48"D48"D
4"S FM 4"S FM
COMM
COMM
13+21.56, 9.00 L
(1110.01)FS
16
+
9
0
.
9
6
C
L
D
W
Y
.
W=
3
5
'
13
+
5
9
.
4
5
C
L
D
W
Y
.
W=
3
0
'
L8C9C10L9
C11C12
EXIST. AC DWY.
JUNIPER AVENUE
18
+
2
6
.
6
4
16
.
9
9
T
C
16
.
3
2
F
L
17
+
2
3
.
4
6
B
C
R
15
.
6
4
T
C
14
.
9
7
F
L
17
+
1
0
+
7
7
E
C
R
15
.
4
4
F
S
,
0
"
C
.
F
.
16
+
7
1
.
1
5
E
C
R
14
.
9
1
F
S
,
0
"
C
.
F
.
16
+
5
8
.
4
7
B
C
R
14
.
7
4
T
C
14
.
0
7
F
L
13
+
8
9
.
4
6
B
C
R
11
.
5
0
T
C
10
.
8
3
F
L
13
+
7
6
.
7
7
E
C
R
11
.
2
6
F
S
,
0
"
C
.
F
.
13
+
4
2
.
1
5
E
C
R
11
.
0
3
F
S
,
0
"
C
.
F
.
13
+
2
1
.
5
6
B
C
R
10
.
2
6
T
C
09
.
7
6
F
L
(0
9
.
8
8
)
F
S
11
3
3
14
14
2
28
15
15
7
7
EXIST. RIBBON GUTTER
EXIST. R/W
PROP. R/W
EXIST. R/W
EXIST. DWY.
16
16161616
14
'
5'
2.
2
2
'
9'66
65
'
32
'
33
'
26
'
26
'
7'
6'
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
13+21.56, 16.19 L
(1109.88)FS 19
+
1
0
.
9
4
E
C
R
18
.
4
4
T
C
17
.
7
7
F
L
13+89.39, 18.00 L
(1110.82)FS 6 18
'
6.
5
'
FD NAIL, DN 0.05' AS
SHOWN ON R1 & R2. DID
NOT ACCEPT. S20°08'45"W
1.29' FROM CALCULATED
POSITION. ESTABLISHED BY
PRORATION PER R2.
14
+
1
4
.
1
0
B
V
C
11
.
6
2
T
C
10
.
9
5
F
L
15
+
1
4
.
1
0
E
V
C
12
.
7
5
T
C
12
.
0
8
F
L
5.
0
'
31
'
1
1
17
8
C9
C10
C11
C12
15.00'
15.00'
15.00'
23.45'
15.12'
15.12'
15.12'
27.15'
057°46'09"
057°46'09"
057°46'09"
066°19'18"
8.28'
8.28'
8.28'
15.32'
L8
L9
187.48'
269.01'
S00°31'48"E
S00°31'48"E
6
8 CONSTRUCT CITY OF FONTANA STANDARD STREET LIGHT PER SEPARATE APPROVED STREET LIGHT PLAN.
GRIND AND OVERLAY PER CITY OF FONTANA STD. 1008. DEPTH=2" MIN. AND 5' WIDE MIN. FROM
7 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. 1001. W PER PLAN
EDGE OF SAWCUT UNLESS OTHERWISE NOTED
REMOVE EXISTING BERM14
COMMUNICATION VAULT AND STRUCTURE TO BE RELOCATED.15
SEE SIGNING AND STRIPING PLAN16
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 1000.17
3/26/2026