HomeMy WebLinkAbout6573-4A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
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
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
4
GRAPHIC SCALE
SCALE: 1" =
0 40'80'
40'
20'40'
23+0022+0021+0020+0019+0018+00 24+00
S
E
E
S
H
E
E
T
3
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
17+00
S
E
E
S
H
E
E
T
3
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SEE SHEET 5
JUNIPER AVE.
1118-
1120-
1118-
1118-
1120-
1120-
1118-
1120-
1116-
1116-
1116-
1122-
PLAN AND PROFILE - VALLEY BOULEVARD
(17+00 - 22+68.89)
SD
SD
SD
SD
SD
E
SD
SD12"W
8"W 8"W 8"W
12"W
10
"
W
16
"
W
16
"
W
10
"
W
16
"
W
16
"
W
12"W
12"S
21"S
24"D
36"D
21"S
12"SS
SS
S
4"
S
F
M
4"
S
F
M
TS
COMMTS
COMM
TS
48
"
D
D
24"D 24"D24"D
FD SPIKE & WASHER, PLS
5613, FLUSH. NO REF. FITS
TIES PER CR 276-026/
ACCEPTED AS THE
INTERSECTION OF VALLEY
BLVD. & JUNIPER AVE.
22+70.89, 12.00 L
(1120.47)FS
22+70.89, 3.00 L
(1120.34)FS
17+00 18+00 19+00 20+00 21+00 22+00 23+00
EXIST. DWY.
22+68.89, 7.50 L
23+01.43, 30.97 R
(1119.83)FS
23+40.63, 15.91 L
(1119.44)FS
23+81.10, 15.91 L
(1120.24)FS
19+13.36, 21.00 R
(1118.00)FS
1
17
+
3
1
.
6
9
(1
8
.
6
4
)
T
C
(1
8
.
0
0
)
F
L
18
+
0
8
.
3
6
18
.
4
6
T
C
17
.
7
9
F
L
-
L
P
21
+
0
2
.
4
9
18
.
4
4
T
C
17
.
7
7
F
L
-
L
P
22
+
5
8
.
4
3
B
C
R
18
.
9
2
T
C
18
.
2
5
F
L
19
+
9
7
.
8
4
18
.
9
0
T
C
18
.
2
3
F
L
-
H
P
18
+
8
8
.
9
5
18
.
6
8
F
S
17
+
3
1
.
2
8
18
.
7
1
F
S
21
+
0
5
.
3
2
18
.
7
9
F
S
22
+
1
9
.
8
1
19
.
3
4
F
S
2
2
33
2
14
5
9
9
10
10
12
16 8
11
1
13
1
13
4
1
13
10
16
5
19+10.94 ECR
18.44TC
18.77FL
EXIST. R/W
PROP. R/W 19+13.36 BCR
(1118.31)TC
23+79.45 ECR
(1120.61)TC
2
3
3
17+24.67, 10.00 L
EC
20+19.07, 5.00 L
EC
19+21.83, 7.00 R
BC
19+70.45, 1.00 R
PRC
1 13
C4
L3
C2
C3
L2
L7
C8
C1310
VALLEY BLVD.
16
VALLEY:STA 23+19.51
JUNIPER:STA 20+00.00
JU
N
I
P
E
R
A
V
E
.
6
6
6
6
17+71.87, 31.00 R
MODIFIED
66
'
67
'
13
3
'
12
'
54
'
55
'
12
'
23
'
12
'
12
'
17
'
12
'
33
'
6'6'
21
'
30
'
22
.
1
'
27
.
6
'
C5
EXIST. R/W EXIST. R/W
20+75.00, 17.00 L
ANGLE PT.
21+00.00, 17.50 L
ANGLE PT.7'
7.
5
'
5'2'22
'
2'
21
.
5
'
20
'
2'
5'
18
+
5
8
.
3
6
B
V
C
18
.
5
5
T
C
17
.
8
8
F
L
18
+
5
8
.
3
6
E
V
C
18
.
5
7
T
C
17
.
9
0
F
L
19
+
4
7
.
8
4
B
V
C
18
.
9
3
T
C
18
.
4
3
F
L
20
+
4
7
.
8
4
E
V
C
18
.
7
3
T
C
18
.
0
6
F
L
20
+
4
7
.
8
4
B
V
C
18
.
6
9
T
C
18
.
0
2
F
L
21
+
5
2
.
5
0
E
V
C
18
.
4
9
T
C
17
.
8
2
F
L
19
+
0
0
20
+
0
0
20+74.99, 17.00 R
20+74.99, 31.00 R 22+58.43, 17.00 R
22+58.43, 30.98 R
1688
CENTERLINE SURVEY
CENTERLINE
IMPROVEMENTS
15
'
PAVEMENT LEGEND
ASPHALT PAVING
GRIND & OVERLAY
PCC SIDEWALK
PROPOSED SOUTHERLY
TOP OF CURB
21
+
0
2
.
4
9
M
V
C
11
1
8
.
4
4
T
C
0.40%-0.80%
EXISTING ROAD
EDGE
18
+
0
8
.
3
6
M
V
C
11
1
8
.
4
6
T
C
0.40%
17
+
3
1
.
6
9
(1
1
1
8
.
6
4
)
T
C
JO
I
N
E
X
I
S
T
.
VALLEY BLVD - SOUTHERLY CURB
100.0'
PI=1118.37
G1=-0.35%
G2=0.40%
17
+
5
8
.
3
6
11
1
8
.
5
5
T
C
18
+
5
8
.
3
6
11
1
8
.
5
7
T
C
17
+
8
3
.
3
6
11
1
8
.
4
8
T
C
18
+
3
3
.
3
6
11
1
8
.
5
0
T
C
Δ/4 Δ/4 Δ/4 Δ/4
100.0'
PI=1118.98
G1=0.40%
G2=-0.80%
19
+
4
7
.
8
4
11
1
8
.
9
3
T
C
19
+
7
2
.
8
4
11
1
8
.
9
4
T
C
19
+
9
7
.
8
4
11
1
8
.
9
0
T
C
20
+
2
2
.
8
4
M
V
C
11
1
8
.
8
4
T
C
20
+
4
7
.
8
4
11
1
8
.
7
3
T
C
Δ/4
100.0'
PI=1118.29
G1=-0.80%
G2=0.40%
Δ/4 Δ/4 Δ/4
20
+
5
2
.
5
0
11
1
8
.
6
9
T
C
20
+
7
7
.
5
0
11
1
8
.
5
3
T
C
21
+
2
7
.
5
0
11
1
8
.
4
3
T
C
Δ/4 Δ/4 Δ/4 Δ/4
PROPOSED CATCH BASIN
PER SEPARATE PLAN
PROPOSED CATCH BASIN
PER SEPARATE PLAN
L=55.01'
ON CURVE
21
+
5
2
.
5
0
11
1
8
.
4
9
T
C
22
+
5
8
.
4
3
B
C
R
11
1
8
.
9
2
T
C
11
1
8
.
9
7
T
C
11
1
8
.
8
9
T
C
11
1
8
.
7
1
T
C
19
+
1
0
.
9
4
E
C
R
11
1
8
.
4
4
T
C
Δ/4 Δ/4 Δ/4 Δ/4
T=-1.72%
T=-1.97%
(0.34%)0.35%
49.11'
ALONG CURVE
49.11'
ALONG CURVE
PROPOSED MEDIAN SOUTH
TOP OF CURB
EXISTING CENTERLINE
ELEVATION
VALLEY BLVD - MEDIAN (SOUTH)
0.12%0.12%0.32%0.09%0.16%0.08%0.32%
18
+
0
0
.
0
0
11
2
0
.
1
1
T
C
19
+
0
0
.
0
0
11
2
0
.
2
3
T
C
19
+
2
1
.
8
3
B
C
11
2
0
.
3
0
T
C
19
+
7
0
.
4
5
P
R
C
11
2
0
.
4
5
T
C
20
+
1
9
.
0
7
E
C
11
2
0
.
6
1
T
C
22
+
6
6
.
3
9
B
C
11
2
1
.
0
1
T
C
17
+
0
0
.
0
0
11
1
9
.
9
9
T
C
21
+
0
0
.
0
0
11
2
0
.
6
8
T
C
21
+
5
0
.
0
0
11
2
0
.
7
6
T
C
22
+
0
0
.
0
0
11
2
0
.
8
0
T
C
22
+
5
0
.
2
1
B
C
R
(1
1
2
0
.
3
4
)
T
C
17
+
0
4
.
5
0
(1
1
1
8
.
9
3
)
T
C
17
+
5
9
.
5
1
(1
1
1
9
.
1
1
)
T
C
18
+
6
5
.
9
8
(1
1
1
9
.
4
6
)
T
C
18
+
9
9
.
9
9
(1
1
1
9
.
4
5
)
T
C
19
+
8
9
.
7
1
(1
1
1
9
.
6
4
)
T
C
20
+
2
7
.
0
5
(1
1
1
9
.
7
6
)
T
C
21
+
0
0
.
0
5
(1
1
1
9
.
9
3
)
T
C
22
+
0
0
.
0
0
(1
1
2
0
.
1
9
)
T
C
19
+
2
4
.
9
5
(1
1
1
9
.
3
9
)
T
C
(0.29%)(0.26%)(0.24%)
(0.18%)
-(0.24%)
(0.04%)(0.32%)
(0.54%)
(0.38%)
EXISTING NORTHERLY
TOP OF CURB
VALLEY BLVD - NORTHERLY CURB
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
H=1", H1=2".
GRIND AND OVERLAY PER CITY OF FONTANA STD. 1008. DEPTH=2" MIN. AND 5' WIDE MIN. FROM
SAWCUT AND REMOVE EXISTING A.C PAVEMENT AND CONSTRUCT 6.5" A.C PAVEMENT OVER
EDGE OF SAWCUT UNLESS OTHERWISE NOTED
CURVE TABLE
CURVE #RADIUS LENGTH DELTA TANGENT
LINE TABLE
LINE #LENGTH BEARING
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.
8 CONSTRUCT CITY OF FONTANA STANDARD STREET LIGHT PER SEPARATE APPROVED STREET LIGHT PLAN.
CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 1000.13
SEE SIGNING AND STRIPING PLAN16
L2
L3
247.32'
541.72'
N89°25'05"E
N89°25'05"E
L7 526.74'N89°25'05"E
C2
C3
C4
C5
200.00'
200.00'
2.50'
7000.00'
49.11'
49.11'
7.85'
203.92'
014°04'12"
014°04'12"
180°00'00"
001°40'09"
24.68'
24.68'
INF'
101.97'
C8 35.00'55.01'090°03'07"35.03'
C13 34.00'53.12'089°31'06"33.72'
PROPOSED MEDIAN NORTH
TOP OF CURB
EXISTING CENTERLINE
ELEVATION
0.07%0.15%0.09%0.24%0.14%0.48%0.61%
VALLEY BLVD - MEDIAN (NORTH)
22
+
6
6
.
3
9
E
C
11
2
1
.
2
6
T
C
17
+
2
4
.
6
7
E
C
11
2
0
.
1
4
T
C
18
+
5
0
.
0
0
11
2
0
.
3
3
T
C
19
+
5
0
.
0
0
11
2
0
.
4
2
T
C
20
+
5
0
.
0
0
11
2
0
.
6
6
T
C
22
+
5
0
.
0
0
11
2
1
.
1
6
T
C
21
+
5
0
.
0
0
11
2
0
.
8
0
T
C
17
+
0
0
.
0
0
11
2
0
.
1
2
T
C
0.12%0.42%
21
+
7
5
.
0
0
11
2
0
.
9
2
T
C
22
+
0
0
.
0
0
11
2
0
.
9
5
T
C
24.67'
ALONG
CURVE
3/26/2026