HomeMy WebLinkAbout6573-2NOT TO SCALE
JUNIPER AVENUE
C/L
EXIST.
W'LY R/W
EXIST.
E'LY R/W
STA: 13+21.56-19+10.94
PROP.
W'LY R/W
1%-4%2%
NOT TO SCALE
VALLEY BOULEVARD
C/L
IMPROVEMENTS
EXIST.
S'LY R/W
EXIST.
N'LY R/W
2%-5%2%
STA: 17+31.69-22+68.89
PROP.
S'LY R/W
NOT TO SCALE
VALLEY BOULEVARD
STA: 10+63.67-17+31.69
EXIST.
S'LY R/W
EXIST.
N'LY R/W C/L
(1.5%-4%)
(1%-4%)
211
13113
3
3 2
1
6
33.0'
65.0'
32.0'
6.5'25.0'6.0'
VARIES 27.0'
67.0'
133.0'
66.0'
6.0'5.5'54.0'12.0'55.0'
VARIESVARIES2'2'
67.0'
133.0'66.0'
7.0'5.0'54.0'12.0'55.0'
0.5'
113113
VARIES 2'2'
5'
6
VARIES
5'5'
6 6
TI=9.0
TI=9.0
TI=6.5
6
NOT TO SCALE
WASHINGTON DRIVE
C/LEXIST.
N'LY R/W
CALTRANS
S'LY R/W
STA: 16+50.49-17+31.78
PROP.
N'LY R/W
20.0'20.0'
5'12'
TI=6.5
2% 3 2
1
6
3.5'
12.0'
6.5'5'
5.0'
20'-41'4'-37'
C/L
SURVEY
1%-2.2%1%-2.2%
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.
4 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA STD. 3003, CASE B;
5 CONSTRUCT CURB ACCESS RAMP PER CITY OF FONTANA STD. 1003.
6
EXISTING TRAFFIC SIGNAL TO BE RELOCATED PER SEPARATE APPROVED
TRAFFIC SIGNAL PLANS.
9
EXISTING TRAFFIC PULLBOX TO BE RELOCATED PER SEPARATE APPROVED
TRAFFIC SIGNAL PLANS.
11
EXISTING FIRE HYDRANT TO BE RELOCATED. 12
10
COMMUNICATION VAULT AND STRUCTURE TO BE PROTECTED IN PLACE.
H=1", H1=2".
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
CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 1000.13
7 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. 1001. W PER PLAN
REMOVE EXISTING BERM14
COMMUNICATION VAULT AND STRUCTURE TO BE RELOCATED.15
SEE SIGNING AND STRIPING PLAN16
SAWCUT AND REMOVE EXISTING A.C PAVEMENT AND CONSTRUCT 6.5" A.C PAVEMENT OVER
EDGE OF SAWCUT UNLESS OTHERWISE NOTED
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 1000.17
0.5%
1.
0
%
0.4%
0.
5
%
8.
0
%
1
.
3
3
%
9
.
8
%
6.6%
7.0
%
1.
3
%
0.5
%
1.
3
%
1.4%
3.
0
%
GB
1
.
8
4
%
JU
N
I
P
E
R
A
V
E
N
U
E
VALLEY BOULEVARD
1.4%
2.4%
4.2%
4.
9
%
4.
4
%
(3
.
4
%
)
(2
.
8
%
)
(3
.
5
%
)
(1.2%)(0.4%)
6.5'
(TYP.)
GB
1.0%
1.0%GB
1
.
8
%
10+89.06 ECR
18.44 TC
17.77 FL
17.89 EG
22
+
5
8
.
4
3
B
C
R
18
.
9
2
T
C
18
.
2
5
F
L
18
.
3
7
E
G
18.48
FS/BW
19
.
1
3
FS
/
B
W
18.
9
6
T
C
-
8
"
C
F
18.
2
9
F
L
-
H
P
18.
4
1
E
G
18.
2
4
F
L
/
T
C
-
0
"
C
F
18.
2
7
E
G
18.
2
0
F
L
/
T
C
-
0
"
C
F
18.
2
3
E
G
18.
7
9
T
C
-
8
"
C
F
18.
1
2
F
L
18.
3
4
E
G
18.
7
8
FS/
B
W
18.
9
0
FS
18.
8
3
FS18.
9
2
FS
18.
8
1
FS18.
9
6
FS
/
B
W
(1
9
.
4
4
)
F
S
SA
W
C
U
T
-
J
O
I
N
(1
9
.
5
0
)
F
S
SA
W
C
U
T
-
J
O
I
N
(19
.
8
3
)
F
S
SAW
C
U
T
-
J
O
I
N
(19.31)FS
SAWCUT-JOIN
(18.50)FS
SAWCUT-JOIN
(17.98)FS
SAWCUT-JOIN
18.64
TC
TRAFFIC SIGNAL
WITH PED. BUTTON
TRAFFIC SIGNAL
WITH PED. BUTTON 1
.
8
%
(3.8%)
>(2
%
)
1.
6
%
1.8%
4.2%
1.8%8.2%
6.7%
5.6
%
5.
6
%
6.5
%
<5.0%
1.8%
GB
4.8
%
3.
9
%
4.0
%
4.
8
%
MA
X
(1.6%)
(1
.
5
%
)
4.
9
%
(2.6%)(1.7%)
2
.
9
%
1.9
%
2.
6
%
2
.
6
%
(3
.
8
%
)
(3
.
6
%
)
JU
N
I
P
E
R
A
V
E
N
U
E
VALLEY BOULEVARD
4.
4
'
4.
5
'
(T
Y
P
.
)
23
+
7
9
.
4
5
E
C
R
(2
0
.
6
1
)
T
C
(1
9
.
9
7
)
F
L
(2
0
.
1
1
)
E
G
(19.45)FS
SAWCUT-JOIN
10+86.64 BCR
(18.31) TC-10.5"CF
(17.43) FL
(17.96) EG
(18.50) FS
SAWCUT-JOIN
20.65
FS/TC
(~21.0) FS
SAWCUT-JOIN
1
9
.
6
1
T
C
-
8
"
C
F
1
8
.
9
4
F
L
/
T
C
-
0
"
C
F
1
9
.
0
0
E
G
23
+
8
0
.
9
3
S
A
W
C
U
T
-
J
O
I
N
(2
0
.
6
8
)
T
C
(2
0
.
0
4
)
F
L
(2
0
.
1
8
)
E
G
20.58
FS/TC
1
9
.
6
8
T
C
-
8
"
C
F
1
9
.
0
1
F
S
1
9
.
7
3
T
C
-
8
"
C
F
1
9
.
0
6
F
S
1
9
.
6
8
T
C
-
8
"
C
F
1
9
.
0
1
F
S
18.49 TC-9"CF
17.74 FL
17.87 EG 18.61
FS
19.12 TC-6"CF
18.62 FL
18.74 EG
1
9
.
1
7
F
S
/
T
C
(18.00)FS
SAWCUT-JOIN
(18.83)FS
SAWCUT-JOIN
(2
0
.
2
4
)
F
S
SA
W
C
U
T
-
J
O
I
N
(1
9
.
4
0
)
F
S
SA
W
C
U
T
-
J
O
I
N
(1
9
.
6
2
)
F
S
SA
W
C
U
T
-
J
O
I
N
1
8
.
8
5
F
L
/
T
C
-
0
"
C
F
1
8
.
9
1
E
G
PROTECT IN PLACE
PR
O
T
E
C
T
I
N
P
L
A
C
E
PED. BUTTON AND
FOUNDATION TO BE
INSTALLED ENTIRELY
WITHIN RIGHT OF WAY.
POLE TO BE WITHIN
RAMP FLAT AREA.
PED. BUTTON
RE
L
O
C
A
T
E
P
E
D
.
B
U
T
T
O
N
PE
R
T
R
A
F
F
I
C
S
I
G
N
A
L
P
L
A
N
S
NOT TO SCALE
GRIND AND OVERLAY
5.0'
SEE PLAN
SHEETS
FOR LIMITS
SAWCUT2" GRIND AND
AC OVERLAY
6.5" NEW AC PAVEMENT
12" NEW A.BEXIST. A.C PAVEMENT
A 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 R OFESSIONAL
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
2
SCALE: 1"=10'
VALLEY BLVD & JUNIPER AVE SOUTHWEST CURB RAMP
GRADING DETAIL
SCALE: 1"=10'
VALLEY BLVD & JUNIPER AVE SOUTHEAST CURB RAMP
GRADING DETAIL
TYPICAL SECTIONS AND DETAILS
3/26/2026