HomeMy WebLinkAbout3523-7F
L-1-1- V-1
5 3%
Lo
00
1.0
i 7 7 _i�':
'7711
2.
...... ....... --1111
. . . . . .........
. . . ...... . .. . ......
19 4-1--.4 - - ---- -- I
jj�a - 4TI . .. ..
4 --- - ---
. ... . ......
4-
f 17111
.. . ........ ...... . . -------
7-
4-
I �_: 77--_ 7_74"L, '77
77 F�_
7,
.... ... . ...
.......... 4 46
...... .... . L
1, 47' -7
10 12 13 14 15 16
SEE SHEET 6
GREEN ASH STREET
cc
solm
molm
N
10+00.00 PERSIMMON LANE
co
12+72.00 GREEN ASH STREET WEST z
CIL IN T
10+02.00 PERSIMMON LANE
12+72.00 GREEN ASH STREET EAST�
CIL IN T
OF
lk'll 21'_ �O',W'j
I"
1 11 1 4- � \ - -
GREEN ASH STREET
SEE SHEET 6
x -A
NOO', 2'18 Iff
B
SD
2
li+1700
BCR
91 JO" SD PER
90 D ING NO. J525
SHT NO. 7
89
88
TOLL FREE 'qm=NP'F-1 —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TYP.
33
TABLE
0
DELTAIBRNG
RADIUS
28
TANGENT
REMARK
A
10*58'10"
280. 00'
Q)
Q)
26.89'
Q) 29
N
30
31
i0o. 00'
32
28.81'
CEN TERLINE
c
Lo
ro
320. 00'
61.26'
JO. 73'
LT CURB
D
34
35
5J. 4 7'
�i
L T. CURB
36
37
300.00,
57.29'
28.7j'
CENTERLINE
F
10*5627"
320. 00'
'Z�
Lo
Q)
U-)
CN
' Lo
\f'rA
N
=Z!
+
x -A
NOO', 2'18 Iff
B
SD
2
li+1700
BCR
91 JO" SD PER
90 D ING NO. J525
SHT NO. 7
89
88
TOLL FREE 'qm=NP'F-1 —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
38
1J+JJ.86 ECR
PROFILE SCALE
HORIZ. 1" = 4V
VERT. 1" = 4'
CONSTRUCTION NOTES:
CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
CONSTRUCT 6" CURB & CUTTER PER CITY OF FONTANA STD. 1003
CONSTRUCT CONCRETE SIDEWALK (W=5) PER CITY OF FONTANA STD. 1015
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 & PER DETAIL ON SHEET 2
SEE SHEET 8
HACKBERRY LANE
E
N)
69'
18, 1 18" 1 1 1p'l
16+95.83 PERSIMMON LANE
12+78.70 HACKBERRY LANE WEST
CIL IN T
3�-23.70 ECR Z3
V-
80
HACKBERRY LANE
SEE SHEET 8
16+93.83 PERSIMMON LANE —
12+78.70 HACKBERRY LANE EAST
CIL IN T
LAJ
L * V-- --- , I *
OF
CURVEILINE
33
TABLE
0
DELTAIBRNG
RADIUS
LENGTH
TANGENT
REMARK
A
10*58'10"
280. 00'
53.61'
26.89'
RT CURB
B
10*58'10"
i0o. 00'
Q3
28.81'
CEN TERLINE
c
10158,10"
320. 00'
61.26'
JO. 73'
LT CURB
D
34
35
5J. 4 7'
�i
L T. CURB
36
37
300.00,
57.29'
28.7j'
CENTERLINE
F
10*5627"
320. 00'
'Z�
Lo
Q)
U-)
R T. CURB
' Lo
+
(Z)
8 SEWER
+
cq 4-
+
+
eq
D WG NO. 3524
R1W
"7-'L
SHT NO. 7
—7
7
D
cp-
E
NO'0*30'35"W
14
Lo
15
C5)—1
-0 SO
8" WA TER 5
RIW
CL
Q)
r<
87
86
85'A
84
83
82
81
+
Lo
+
+
'N I-
+
TYP.
'q-
(m
(6)
38
1J+JJ.86 ECR
PROFILE SCALE
HORIZ. 1" = 4V
VERT. 1" = 4'
CONSTRUCTION NOTES:
CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
CONSTRUCT 6" CURB & CUTTER PER CITY OF FONTANA STD. 1003
CONSTRUCT CONCRETE SIDEWALK (W=5) PER CITY OF FONTANA STD. 1015
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 & PER DETAIL ON SHEET 2
SEE SHEET 8
HACKBERRY LANE
E
N)
69'
18, 1 18" 1 1 1p'l
16+95.83 PERSIMMON LANE
12+78.70 HACKBERRY LANE WEST
CIL IN T
3�-23.70 ECR Z3
V-
80
HACKBERRY LANE
SEE SHEET 8
16+93.83 PERSIMMON LANE —
12+78.70 HACKBERRY LANE EAST
CIL IN T
LAJ
L * V-- --- , I *
OF
MATTI4EW C. HICKS
RICE NO. 63494 EXP. 09-30-08
____�ATE-44-og
"A
40' 30' 20' 10' 0' 40' 80'
!!%MEMNMMMME�M—M
GRAPHIC SCALE. 1"=40'
I IN
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING 0 DESIGN 0 CONSTRUCTION CITY OF FONTANA, CALIFORNIA <
3536 CONCOURS, SUITE 220
-SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
909.581.0196 - FAX 909.581.0192 mm.RBF.com
-COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SCALE:
DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER TRACT 16495 1 40'
N 63494 CONSULTINE3 M. E.
0. 1
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAN� TO cr- Exp 9/30/06 PERQMMON LANE JOB NUMBER
PREPAR UN U R ON OF: DESIGNED BY: 15-100634 <
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND lxp
oin AVROV BY DRAWING N
ATE: -1 -7z? 0-7
_�sg' 09 3523 9
STANDARDS IN EFFECT. D - CHECKED B
o c
MATjHEW "C. HICKS R. C. E. 5115 2
RCE NO. 63494 EXP. 09-30-06 lAlll SANDOVAL [5A TF
RECORD DWG. 103/08 MCH
CURVEILINE
DATA
TABLE
0
DELTAIBRNG
RADIUS
LENGTH
TANGENT
REMARK
A
10*58'10"
280. 00'
53.61'
26.89'
RT CURB
B
10*58'10"
i0o. 00'
5744'
28.81'
CEN TERLINE
c
10158,10"
320. 00'
61.26'
JO. 73'
LT CURB
D
10*5627"
280. 00'
5J. 4 7'
26.82'
L T. CURB
300.00,
57.29'
28.7j'
CENTERLINE
F
10*5627"
320. 00'
61.11'
JO. 65'
R T. CURB
MATTI4EW C. HICKS
RICE NO. 63494 EXP. 09-30-08
____�ATE-44-og
"A
40' 30' 20' 10' 0' 40' 80'
!!%MEMNMMMME�M—M
GRAPHIC SCALE. 1"=40'
I IN
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING 0 DESIGN 0 CONSTRUCTION CITY OF FONTANA, CALIFORNIA <
3536 CONCOURS, SUITE 220
-SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
909.581.0196 - FAX 909.581.0192 mm.RBF.com
-COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SCALE:
DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER TRACT 16495 1 40'
N 63494 CONSULTINE3 M. E.
0. 1
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAN� TO cr- Exp 9/30/06 PERQMMON LANE JOB NUMBER
PREPAR UN U R ON OF: DESIGNED BY: 15-100634 <
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND lxp
oin AVROV BY DRAWING N
ATE: -1 -7z? 0-7
_�sg' 09 3523 9
STANDARDS IN EFFECT. D - CHECKED B
o c
MATjHEW "C. HICKS R. C. E. 5115 2
RCE NO. 63494 EXP. 09-30-06 lAlll SANDOVAL [5A TF
RECORD DWG. 103/08 MCH