HomeMy WebLinkAbout6573-3A 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
3
GRAPHIC SCALE
SCALE: 1" =
0 40 80
40
2040
14+0013+0012+0011+0010+00
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
4
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
4
15+00 16+00 17+00
1117-
1119-
1118-
1120-
1118-
1120-
1116-
1118-
1120-
1116-
1115-
1116-
PLAN AND PROFILE - VALLEY BOULEVARD
(10+63.67 - 17+00)
SD
WM WM
SD
SS
SS
SS
SD
SS
SD
E
T
SS
SS
SSSS
E
SD
4"W
8"W
8"W 8"W
12"S
21"S
S
S
S
N89°25'05"E 1319.51' (1319.52' R2)
FD 1" I.P. W/ TAG, LS
7809, DN 0.20', AS SHOWN
ON R2. ACCEPTED AS THE
INTERSECTION OF VALLEY
BLVD. & CYPRESS AVE.
13+23.00, 5.00 R
BC
10+61.67, 3.00 R
(1118.17)FS
10+61.67, 9.00 R
(1118.08)FS
10+63.67, 5.99 R
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
2'
13+78.91, 0.26 L
EC
14+77.65, 14.23 L
EC
14+34.55, 10.81 L
BC
EXIST. DWY.
1
13
1
1
13
13
EXIST. R/W EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. BUS STOP
15+20.78, 12.97 L
BC
C5
L4C6
L5
C7
C1
L1
L6
VALLEY BLVD.
CY
P
R
E
S
S
A
V
E
.
6
6
30
'
22
.
1
'
27
.
6
'
66
'
67
'
13
3
'
12
'
54
'
55
'
12
'
23
'
12
'
12
'
VA
R
I
E
S
VA
R
I
E
S
12
'
16
13
66
'
67
'
EXIST. R/W
11+50.00, 6.00 L
ANGLE PT.
11+00.00, 10.00 L
ANGLE PT.13+71.25, 6.00 L
ANGLE PT.15
'
11
'
5'2'CENTERLINE
SURVEY
CENTERLINE
IMPROVEMENTS
15
'
STREET CONSTRUCTION NOTES
ITEM DESCRIPTION
1
12" MIN OF 95% COMPACTED NATIVE SUBGRADE, PER CITY OF FONTANA STD. 1011.
SAWCUT AND REMOVE EXISTING A.C PAVEMENT AND CONSTRUCT 6.5" A.C PAVEMENT OVER
15
+
6
7
.
6
8
(1
1
1
8
.
1
7
)
T
C
14
+
7
8
.
0
1
(1
1
1
7
.
8
2
)
T
C
14
+
0
0
.
0
0
(1
1
1
7
.
6
0
)
T
C
13
+
0
0
.
0
0
(1
1
1
7
.
4
4
)
T
C
12
+
0
0
.
0
0
(1
1
1
6
.
9
6
)
T
C
11
+
0
0
.
0
0
(1
1
1
7
.
6
7
)
T
C
(0.29%)
(0.36%)(0.29%)(-0.85%)(0.16%)(0.48%)
EXISTING SOUTHERLY
TOP OF CURB
VALLEY BLVD - SOUTHERLY CURB
11
+
0
9
.
0
0
(1
1
1
7
.
7
4
)
T
C
13
+
2
3
.
0
0
B
C
11
1
9
.
6
2
T
C
13
+
7
8
.
9
1
E
C
11
1
9
.
6
7
T
C
56.23'
ALONG CURVE
43.32'
ALONG CURVE
104.36'
ALONG CURVE
14
+
0
0
.
0
0
11
1
9
.
6
7
T
C
12
+
2
5
.
0
0
11
1
9
.
4
2
T
C
11
+
0
0
.
0
0
11
1
9
.
0
8
T
C
10
+
6
3
.
6
7
11
1
8
.
8
4
T
C
PROPOSED MEDIAN NORTH
TOP OF CURB
EXISTING CENTERLINE
ELEVATION
VALLEY BLVD - MEDIAN (NORTH)
0.66%0.40%0.08%0.24%0.18%0.01%0.03%0.14%0.24%0.07%
14
+
3
4
.
5
5
B
C
11
1
9
.
6
6
T
C
14
+
7
7
.
6
5
E
C
11
1
9
.
7
2
T
C
15
+
2
0
.
7
8
B
C
11
1
9
.
8
2
T
C
16
+
2
5
.
0
0
11
2
0
.
0
7
T
C
43.15'
ALONG CURB
75.00'
ALONG CURVE
17
+
0
0
.
0
0
11
2
0
.
1
2
T
C
11
+
2
5
.
0
0
11
1
9
.
1
8
T
C
0.24%
12
+
5
0
.
0
0
11
1
9
.
4
4
T
C
13
+
5
0
.
0
0
11
1
9
.
6
6
F
S
0.01%
10
+
5
5
.
2
9
B
C
R
(1
1
1
7
.
7
2
)
T
C
12
+
0
0
.
0
0
(1
1
1
7
.
6
9
)
T
C
13
+
0
0
.
0
0
(1
1
1
7
.
9
4
)
T
C
14
+
0
0
.
0
0
(1
1
1
8
.
1
8
)
T
C
15
+
1
6
.
0
2
(1
1
1
8
.
5
6
)
T
C
15
+
4
0
.
7
5
(1
1
1
8
.
5
6
)
T
C
15
+
6
5
.
8
4
(1
1
1
8
.
4
2
)
T
C
16
+
4
0
.
7
9
(1
1
1
8
.
7
4
)
T
C
14
+
6
6
.
2
7
(1
1
1
8
.
3
2
)
T
C
10
+
6
3
.
1
4
(1
1
1
7
.
5
8
)
T
C
11
+
0
0
.
0
0
(1
1
1
7
.
5
3
)
T
C
(0.29%)(0.43%)
(0.56%)(0.00%)
(0.48%)(0.22%)(0.23%)(0.25%)(0.16%)-(0.15%)
-(1.81
%
)
EXISTING NORTHERLY
TOP OF CURB
VALLEY BLVD - NORTHERLY CURB
PAVEMENT LEGEND
ASPHALT PAVING
GRIND & OVERLAY
PCC SIDEWALK
CURVE TABLE
CURVE #
C1
RADIUS
1.00'
LENGTH
3.14'
DELTA
180°00'00"
TANGENT
INF'
LINE TABLE
LINE #
L1
LENGTH
857.16'
BEARING
N89°25'05"E
L4
L5
L6
43.15'
56.63'
258.34'
S88°54'46"E
N78°40'41"E
N89°25'05"E
C5
C6
C7
7000.00'
200.00'
300.00'
203.92'
43.32'
56.23'
001°40'09"
012°24'33"
010°44'24"
101.97'
21.74'
28.20'
CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 1000.13
6 GRIND AND OVERLAY PER CITY OF FONTANA STD. 1008. DEPTH=2" MIN. AND 5' WIDE MIN. FROM
EDGE OF SAWCUT UNLESS OTHERWISE NOTED
PROPOSED MEDIAN SOUTH
TOP OF CURB
EXISTING CENTERLINE
ELEVATION
VALLEY BLVD - MEDIAN (SOUTH)
10
+
6
3
.
6
7
11
1
8
.
8
1
T
C
11
+
0
0
.
0
0
11
1
8
.
9
1
T
C
12
+
0
0
.
0
0
11
1
9
.
1
2
T
C
13
+
0
0
.
0
0
11
1
9
.
3
0
T
C
14
+
0
0
.
0
0
11
1
9
.
5
1
T
C
15
+
0
0
.
0
0
11
1
9
.
6
9
T
C
0.27%0.21%0.18%0.21%0.18%0.16%0.14%
16
+
0
0
.
0
0
11
1
9
.
8
5
T
C
17
+
0
0
.
0
0
11
1
9
.
9
9
T
C
3/26/2026