HomeMy WebLinkAboutAPPROVED - ELPC23-00038 - STREET IMPROVEMENT PLAN DWG. 6395RPPA
BEFORE
YOU DIG
TOLL FREE
DIAL
1-800-227-2600
UNITED CIVIL, INC.
30141 Agoura Rd., Suite 215
Agoura Hills, CA 91301
PHONE: (818) 707-8648
FAX: (818) 707-8649
R
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ANOI
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SEFORPDERESIGERSIEWHUT
S
NO.46026
A
L I F O R N I
ALSTATEOFCA
CI V I
EXP.12-31-2024
1
CITY OF FONTANA
TRACT NO. 20580
STREET AND STORM DRAIN IMPROVEMENT PLAN
VICINITY MAP
CHASE ROAD
PR
I
V
A
T
E
1
3
5
DR
I
V
E
"
D
"
TR20580
CASCADE DRIVECASCADE DRIVE CASCADE DRIVE (PRIVATE)
PRIVATE DRIVE "C"
PR
I
V
A
T
E
D
R
I
V
E
"
A
"
PR
I
V
A
T
E
D
R
I
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"
B
"
GRIND AND OVERLAY DETAIL
N.T.S.
SEE SHEET 3SEE SHEET 3
SEE SHEET 2
Site
NO
S
C
A
L
E
ONT
A
R
I
O
F
W
Y
FOOTHILL FWY
W FOOTHILL BLVD
SI
E
R
R
A
A
V
E
SAN BERNARDINO FWY
BASELINE AVE
CI
T
R
U
S
A
V
E
CH
E
R
R
R
Y
A
V
E
WALNUT ST
TITLE SHEET
CHASE ROAD
6
SS SS SS
S
W W W W
W
S
D
TR16724
M.B. 316/7-9
TR18244
M.B. 341/10-15
TR18244
M.B. 341/10-15
TR
1
2
3
1
4
M.
B
.
2
4
0
/
3
-
1
0
TR
1
7
3
8
9
M.
B
.
3
3
5
/
7
0
-
7
2
TR
1
7
3
8
9
M.
B
.
3
3
5
/
7
0
-
7
2
TR
1
2
3
1
4
M.
B
.
2
4
0
/
3
-
1
0
5/13/2024
W W W
W
W
W W W W W W W W W W W W W
W
W
S
RPPA
W
S
D
D
D
10 11
(1418.90)
FS-JOIN
12
(1418.39)
FS22
'
6.
5
'
5'
68
'
12
'
22
'
12
'
10
'
11
+
7
5
.
5
6
P
L
8'
2'8.
5
'
0.
5
'
11+75.56
ANGLE POINT
7.6'
34
'
34
'
68
'
10
'
W
W
W
S
W
S
D
10
8'
W
HORIZ : 1" = 20'
PROFILE SCALES:
VERT : 1" = 4'
BEFORE
YOU DIG
TOLL FREE
DIAL
1-800-227-2600
UNITED CIVIL, INC.
30141 Agoura Rd., Suite 215
Agoura Hills, CA 91301
PHONE: (818) 707-8648
FAX: (818) 707-8649
R
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ANOI
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SEFORPDERESIGERSIEWHUT
S
NO.46026
A
L I F O R N I
ALSTATEOFCA
CI V I
EXP.12-31-2024
GRAPHIC SCALE
PLAN
1" = 20'
10'020'20'40'
-1415.00 C/L
-1415.00
-1415.00
1415 C/L -
1415.00 -
1415.00 -
(
1
4
1
6
.
7
7
)
FS
10
+
0
0
.
0
0
C
H
A
S
E
R
O
A
D
=
10
+
0
0
.
0
0
"
D
"
D
R
I
V
E
10+00.00 "D" DRIVE =
10+00.00 CHASE ROAD
12+0011+0010+00
26
'
12
'
1417.56 TC
8" CF
10
+
2
2
.
0
0
CL
C
B
#
1
11+0010+00
1415 C/L -
1415.00 -
1415.00 -
-1415.00 C/L
-1415.00
-1415.00
LOCAL DEPRESSION
AT CATCH BASIN CB 1
SCALE: 1"=10'
6'6'
(1417.16 TC)
(1417.62 FL)
GRAPHIC SCALE
PLAN
1" = 20'
10'020'20'40'
SOUTH
NORTH
SOUTH
NORTH
EAST
WEST
EAST
WEST
-1420.00
NORTH
2
PLAN AND PROFILE
10+00
LATERAL "A-1"
-1410.00
-1415.00
-1405.00
1410.00-
1415.00-
1405.00-
LA
T
"
A
-
1
"
SE
E
P
R
O
F
I
L
E
V
I
E
W
A
B
O
V
E
OFF OF "D" DRIVE
1417.56 TC; 1416.89 FL
10+37.97 BCR
1417.51 TC; 1416.84 FL
10+37.97 PI
1416.71 FL
10
+
0
0
.
0
0
L
A
T
A
-
1
=
24
+
9
0
.
7
7
E
X
.
L
I
N
E
A
PROP. R/W
PL PL
EX. 42" RCP STORM DRAIN
PER DWG. NO. 4909
EX. 42" RCP STORM DRAIN
PER DWG. NO. 4909
PROP. 8" WATER LINE
1417.56 TC
8" CF
JOIN EX.
5'5'
14
1
7
.
1
3
T
C
14
1
6
.
4
6
F
L
14
1
7
.
2
0
T
C
14
1
6
.
5
3
F
L
14
1
7
.
2
8
T
C
14
1
6
.
6
1
F
L
14
1
7
.
1
6
T
C
14
1
6
.
4
9
F
L
14
1
7
.
0
8
T
C
14
1
6
.
2
5
F
L
14
1
7
.
0
8
T
C
14
1
6
.
2
5
F
L
1416.41
FL
1416.41
FL
1
4
1
6
.
4
1
F
L
CURB RAMP DETAIL 1
SCALE: 1"=10'
1416.98
LIP
1416.94
LIP
1
4
1
7
.
3
5
FS
1
4
1
7
.
7
7
FS
1
4
1
7
.
3
1
FS
1
4
1
7
.
6
4
FS
1
4
1
7
.
4
5
F
S
10
+
5
1
.
5
1
14
1
7
.
8
7
F
S
1
4
1
7
.
4
1
F
S
10
+
3
4
.
5
1
14
1
7
.
7
4
F
S
5.5%7.0%
6.
8
%
6'6'
PROP. R/W
10
+
1
2
.
0
4
C
H
A
S
E
R
O
A
D
=
C/
L
I
N
T
E
R
S
E
C
T
I
O
N
AR
I
A
W
A
Y
1416.64
FL
ST
A
1
2
+
3
4
.
5
6
(1
4
1
8
.
9
8
)
F
S
-
J
O
I
N
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
10+47.00 ECR
1416.88
FS 1416.76
FS
10
+
4
0
.
5
1
10
+
4
5
.
5
1
5'
1417.58 TC1417.54 TC
GB GB
TR
A
C
T
2
0
5
8
0
"D" DRIVE
SEE RIGHT
CHASE ROAD
SEE LEFT
N89°50'51"E N00°05'31"W
"D
"
D
R
I
V
E
PROP. 6" CURB AND GUTTER
PER SEPARATE PERMIT
PROP. 6" CURB AND GUTTER
PER SEPARATE PERMIT
TRACT 20580
REFER TO SEPARATE
LANDSCAPE PLANS
BEGIN CONSTRUCTION
10+43.00
10+47.03 "D" DRIVE
BEGIN CONSTRUCTION
10+47.03 "D" DRIVE
END IMPROVEMENTS
11
+
8
0
.
5
3
J
O
I
N
14
1
8
.
7
3
T
C
;
1
4
1
8
.
0
6
F
L
10'
9'
9+88.65
10
+
2
0
.
0
5
EN
D
S
D
P
I
P
E
PROP. 8" SEWER
PER DWG. NO. 6396
PROP. 8" SEWER
PER DWG. NO. 6396 EX. CATCH BASIN
PER DWG. NO. 5090
10
+
2
2
.
0
0
CL
C
B
#
1
CHASE ROAD TRACT 18244
PROP. WATER LAT.
PER SEPARATE UTILITY PERMIT
NOTE: CURB TRANSITIONS PER
TR20580 PRIVATE PAVING PLAN
EX. CATCH BASIN
PER DWG. NO. 4905
EX. R/W
LOT LINE
EX. R/W
TRACT 17389
TRACT 17389
LOT "A"
EX. R/W
TRACT 20580
TRACT
18244
PER SEPARATE PLAN
PROP. STREETLIGHT
STA 11+57.61
5%MA
X
1416.91 FL1416.87 FL
1
4
1
7
.
7
0
TC
1
4
1
7
.
6
6
TC
STA. 10+37.97 CHASE ROAD
ST
A
.
1
0
+
3
7
.
9
7
CH
A
S
E
R
O
A
D
REFER TO SEPARATE
LANDSCAPE PLANS
REFER TO SEPARATE
LANDSCAPE PLANS
13
'
NOTE: PROP. SIGNING & STRIPING
PER SEPARATE PLAN & PERMIT
13
'
5.
5
'
12
'
26
'
AR
I
A
W
A
Y
SIGNING AND STRIPING PER
SEPARATE PLAN AND PERMIT
SIGNING AND STRIPING PER
SEPARATE PLAN AND PERMIT
SG
T
.
B
R
Y
A
N
B
R
E
W
S
T
E
R
D
R
I
V
E
STA
.
1
0
+
0
0
.
0
0
SGT
.
B
R
Y
A
N
B
R
E
W
S
T
E
R
D
R
I
V
E
STA
.
1
3
+
1
2
.
4
7
CHA
S
E
R
O
A
D
=
4'
-
2
"
M
I
N
.
EX. R/W
SECTION A-A
A
A
5/13/2024
W W
S
(1425.86) TC-JOIN
64
'
32
'
32
'
64
'
32
'
20
'
12
'
12
'
(1425.22) FL
(1425.86) TC-JOIN
(1425.25) FL
5'
2'
W W W
S
64
'
32
'
32
'
64
'
32
'
20
'
12
'
12
'
5'
2'
BEFORE
YOU DIG
TOLL FREE
DIAL
1-800-227-2600
UNITED CIVIL, INC.
30141 Agoura Rd., Suite 215
Agoura Hills, CA 91301
PHONE: (818) 707-8648
FAX: (818) 707-8649
R
E
E
N
I
G
N
E
ANOI
L
T
N
G
SEFORPDERESIGERSIEWHUT
S
NO.46026
A
L I F O R N I
ALSTATEOFCA
CI V I
EXP.12-31-2024
GRAPHIC SCALE
PLAN
1" = 20'
10'020'20'40'
3
CASCADE DRIVE CASCADE DRIVE
(1428.02) TC-JOIN
PROPERTY LINE
CASCADE DRIVE
PROPERTY LINE
1427.95
FS
(1428.00)
FS-JOINREMOVE EX. ROAD BARRIER
REMOVE EX. ROAD BARRIER
(PRIVATE STREET)
CASCADE DRIVE
(PRIVATE STREET)
1427.98 TC
1427.48 FL
1427.98 TC
1427.48 FL
10+00
-20 0-10 2010 30
1416
1417
C/L
-30
S R/WN R/W
6'
47.03'34'
81.03'
1418
1419
(14
1
7
.
1
2
)
F.S
.
(1
4
1
6
.
6
6
)
F.L
.
CHASE ROAD
-40 40
1416
1417
1418
1419
(
1
4
1
6
.
8
5
)
(
1
4
1
6
.
8
5
)
F
.
S
.
(
1
4
1
6
.
8
7
)
F
.
S
.
141
6
.
6
4
F.L.
1
4
1
6
.
8
0
F
.
S
.
1
4
1
6
.
8
0
F
.
S
.
10'2'8'21.03'
(
1
4
1
7
.
2
0
)
F
.
S
.
F
.
S
.
10+50
-20 0-10 2010 30
1416
1417
C/L
-30
S R/WN R/W
10'
34'34'
68'
1418
1419
(1
4
1
7
.
4
5
)
F.
S
.
-40 40
1416
1417
1418
1419
(1
4
1
7
.
2
0
)
F.S
.
2'12'
(14
1
7
.
5
0
)
T.C
.
(14
1
7
.
7
2
)
B.
W
.
(1
4
1
6
.
8
3
)
F.
L
.
(14
1
6
.
9
1
)
F.S
.
1416
.
9
1
F.L.
1417
.
5
8
T.C.
1
4
1
7
.
0
7
F
.
S
.
1417
.
7
2
B.W.
22'12'
-20 0-10 2010 30
1417
C/L
-30
S R/WN R/W
10'
34'34'
68'
1418
1419
(14
1
8
.
3
6
)
F.S
.
-40 40
1417
1418
1419
(1
4
1
8
.
0
9
)
F.S
.
2'12'
(14
1
8
.
3
4
)
T.C
.
(14
1
8
.
5
8
)
B.
W
.
(1
4
1
7
.
6
7
)
F.
L
.
(14
1
7
.
7
5
)
F.S
.
1417
.
7
5
F.L.
1418
.
4
2
T.C.
1
4
1
7
.
9
1
F
.
S
.
1418
.
6
6
B.W.
22'12'
14201420
11+50
-20 0-10 2010 30
1417
C/L
-30
S R/WN R/W
10'
34'34'
68'
1418
1419
(14
1
7
.
8
8
)
F.S
.
-40 40
1417
1418
1419
(1
4
1
7
.
5
8
)
F.S
.
2'12'
(14
1
7
.
9
5
)
T.C
.
(14
1
8
.
1
7
)
B.
W
.
(1
4
1
7
.
2
8
)
F.
L
.
(14
1
7
.
3
6
)
T.C
.1417
.
2
3
F.L.
1417.
9
0
T.C.
1
4
1
7
.
3
9
F
.
S
.
1418.
1
4
B.W.
22'12'
14201420
11+00
14211421
14161416
DETAILS AND CROSS SECTIONS
(2.0)%
1.2%
(2.1)%
1.5%
(2.5)%
2.2%
(2.3)%
2.1%
NOTE: CURB TRANSITIONS PER
TR20580 PRIVATE PAVING PLAN
EX. 8" CURB & GUTTER
EX. 8" CURB & GUTTER EX. 6" CURB & GUTTER
EX. 6" CURB & GUTTER
PROP. 8" CURB AND GUTTER
PER SEPARATE PERMIT
PROP. 4" ROLLED CURB
PER SEPARATE PERMIT
PROP. 4" ROLLED CURB
PER SEPARATE PERMIT
PROP. 8" CURB AND GUTTER
PER SEPARATE PERMIT (1427.56) FL
(1428.02) TC-JOIN
(1427.56) FL
ST
A
.
6
+
3
6
.
4
7
PE
R
D
W
G
NO
.
1
9
4
7
ST
A
.
1
0
+
0
0
.
0
0
PE
R
D
W
G
NO
.
4
9
0
5
ST
A
.
1
0
+
0
0
.
0
0
PE
R
T
R
2
0
5
8
0
PA
V
I
N
G
P
L
A
N
=
ST
A
.
1
4
+
5
1
.
4
1
PE
R
T
R
2
0
5
8
0
PA
V
I
N
G
P
L
A
N
=
10'
10'10'
J
O
I
N
E
X
.
-50
1417
.
2
8
F.S.
J
O
I
N
E
X
.
J
O
I
N
E
X
.
J
O
I
N
E
X
.
VERT. 1"= 1'SCALES:
PROFILE HORI. 1"= 10'
SCALES:
PROFILE
CA
T
A
W
B
A
W
A
Y
STA
.
1
0
+
0
0
.
0
0
CAT
A
W
B
A
A
V
E
N
U
E
STA
.
6
+
1
0
.
0
6
CAS
C
A
D
E
D
R
I
V
E
SA
L
T
P
O
I
N
T
W
A
Y
CL
CL
S
T
A
.
1
0
+
0
0
.
0
0
S
A
L
T
P
O
I
N
T
W
A
Y
S
T
A
.
1
5
+
5
0
.
4
2
C
A
S
C
A
D
E
D
R
I
V
E
PER
T
R
2
0
5
8
0
P
A
V
I
N
G
P
L
A
N
=
P
E
R
T
R
2
0
5
8
0
P
A
V
I
N
G
P
L
A
N
=
5/13/2024