HomeMy WebLinkAbout3037-11CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 1 37.22'32" 1 159.82' 245.00' 82.87'
HOOVER LANE
SEE SHEET 10
i a I i 100
� I
/
76 Z l
1 T ��
ST =9+94.98
MADISON LANE 10+00.00
=16+84.24
CL MH #18
77 \
78
CL INT
10+00.00 MADISON LANE
=16+87.21 HOOVER LANE
79
5 5' PUE (TYP) -
11 +00 NOO'02'51 "W r
12+00
CL INT
13+43.57 MADISON LANE
=10+00.00 NIXON WAY
98 1 97
�_r�7l1!11
U
2 m
oD to
O tti
M L0
it tl
N N
9695 94 93 CIO
0
"12C> x O
h
�� 5 RAN �o
5 5 5 CURB do GUTTER
g]
5 CURB &GUTT
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
L0
O
_
79
10+31.06
R
MADISON LANE
80
_
CD
O
81
11+72.59
R
MADISON LANE
82
12+02.59
R
MADISON LANE
83
12+81.59
R
MADISON LANE
84
14+15.59
R
MADISON LANE
85
14+91.91
R
MADISON LANE
86
15+24.59
R
MADISON LANE
87
16+08.24
R
MADISON LANE
88
16+57.25
R
MADISON LANE
89
16+84.27
R
MADISON LANE
90
17+23.00
R
MADISON LANE
91
16+62.10
L
MADISON LANE
92
16+31.11
L
MADISON LANE
93
15+06.91
L
MADISON LANE
�
rn
FINISHED SURFACE
MADISON LANE
95
13+86.91
_ _
MADISON LANE
96
13+56.91
L
O
C>
N
h
12+66.91
ABOVE SEWER
MADISON LANE
98
12+36.91
L
MADISON LANE
99
11+46.91
L
MADISON LANE
: 1575
_ _
.►
_
1575
CO W
O
_
�JN
EXISTING GROUNDGo
_ -
+
+
ABOVE SEWER
_
0
Sp
•
d
N
00
N
CO
LO
_
_
Q
`r
pp
m
pp
M
>
1565
1565
N
o:
-
lell
LnO t0
O
N
of
t0
r -
8W
Q
M
M _
1
_ 1555
_
1555 _:.R.
M
N
LO
W
N
t
N
MO
O
O
M
O
_
_. 300
N
11
N
O
40
H
_
ao�
O
-
C5
-
CONST 346.00 LF
_ _
CONST 376.00 LF _
G VCP
8 EXTRA STRENGTH
PROFILE SCAL ES
__
_ STRENGTH VCP
8 EXTRA STRENG _ -
-
HORIZ. 1
VERT. 1
10+00
11+00 12+00
13+00 14+00
15+00 16+00
17+00
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 1 37.22'32" 1 159.82' 245.00' 82.87'
HOOVER LANE
SEE SHEET 10
i a I i 100
� I
/
76 Z l
1 T ��
ST =9+94.98
MADISON LANE 10+00.00
=16+84.24
CL MH #18
77 \
78
CL INT
10+00.00 MADISON LANE
=16+87.21 HOOVER LANE
79
5 5' PUE (TYP) -
11 +00 NOO'02'51 "W r
12+00
CL INT
13+43.57 MADISON LANE
=10+00.00 NIXON WAY
98 1 97
�_r�7l1!11
U
2 m
oD to
O tti
M L0
it tl
N N
9695 94 93 CIO
0
"12C> x O
h
�� 5 RAN �o
5 5 5 CURB do GUTTER
g]
5 CURB &GUTT
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
79
10+31.06
R
MADISON LANE
80
10+82.59
R
MADISON LANE
81
11+72.59
R
MADISON LANE
82
12+02.59
R
MADISON LANE
83
12+81.59
R
MADISON LANE
84
14+15.59
R
MADISON LANE
85
14+91.91
R
MADISON LANE
86
15+24.59
R
MADISON LANE
87
16+08.24
R
MADISON LANE
88
16+57.25
R
MADISON LANE
89
16+84.27
R
MADISON LANE
90
17+23.00
R
MADISON LANE
91
16+62.10
L
MADISON LANE
92
16+31.11
L
MADISON LANE
93
15+06.91
L
MADISON LANE
94
14+76.91
L
MADISON LANE
95
13+86.91
L
MADISON LANE
96
13+56.91
L
MADISON LANE
97
12+66.91
L
MADISON LANE
98
12+36.91
L
MADISON LANE
99
11+46.91
L
MADISON LANE
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 1 37.22'32" 1 159.82' 245.00' 82.87'
HOOVER LANE
SEE SHEET 10
i a I i 100
� I
/
76 Z l
1 T ��
ST =9+94.98
MADISON LANE 10+00.00
=16+84.24
CL MH #18
77 \
78
CL INT
10+00.00 MADISON LANE
=16+87.21 HOOVER LANE
79
5 5' PUE (TYP) -
11 +00 NOO'02'51 "W r
12+00
CL INT
13+43.57 MADISON LANE
=10+00.00 NIXON WAY
98 1 97
�_r�7l1!11
U
2 m
oD to
O tti
M L0
it tl
N N
9695 94 93 CIO
0
"12C> x O
h
�� 5 RAN �o
5 5 5 CURB do GUTTER
g]
5 CURB &GUTT
R� 5
- 5 ----
- 5 -�
80
81
82
83
CONSTRUCTION NOTES
1a- INSTALL 8" EXTRA STRENGTH VCP SEWER
2�- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3� INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6a- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
®�1�1■
ttt�
� Il�fl�l�l�®�1■
\♦ I 5 5 1751
UE (TV)
1 I
I 84 85 86
I
NIXON WAY �--�
s�
•�Jr•w
91
i
92/
/
/
3
� 3
/
" RE C -'o KD D R AW I N G
2I 71
P
IRKO
ZRIMI A
Kv. KNISION DESCRIPTION DAZE mm. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
RELo�D DQAW WG 2-oy N v
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
/QROf ESS/OA/\
HUR �F�
In
LL -1 n
= No. 31681 z : r
*Exp. 12/31/04
\`r�' CIV1�
TF
a•
i i
LEGEND
BC
BEGIN CURVE
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN LINE
W
WATER LINE
ST
STREET STATION
10+00.00
SEWER STATION
00 0V H Inc.
[I[:][;?
j Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARE UNDER THE UPERVISION OF:
Qlt&d A-0�4�
fj l8 dZ
AROLD A. GARCELON R.C.E. 31681 DATE:
Ry
BY:
REF
D BY:
REF
D BY:
m
61
40 0 40 80
1 "= 40'
scale feet
CITY OF FONTANA, CAL.IFORNA
SUMMIT HEIGHTS II
SEWER PLAN 81. PROFLE "`E
1 "= 40'
MADISM LAM AM
TRACT 1-1 12-3-01
WG NO.:
n�Tv ru niurrn n /� r C14 CA r%A TC. =
7 114'
3
Q
00
N
0
2
0
o�
00
oLT
aT
o E
io
ao
a
!^
N
J��