HomeMy WebLinkAbout3037-8CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 21'35'24' 101.74' 270.00' 51.48'
65
66
R
ROO SSE t;NE \\
\CtUJR GUTTER
CL INT 28 \ 1
10+00.00 HAMILTON LANE \
=19+86.38 ROOSEVELT DRIVE
9}95 �
29
30
W.
63
62
M
59
m
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
57
GotAO
L
HAMILTON LANE
58
15+40.19
L
HAMILTON LANE
59
15+18.78
L
HAMILTON LANE
60
14+23.78
L
HAMILTON LANE
-w
_
L
HAMILTON LANE
62
13+02.78
L
HAMILTON LANE
63
12+76.78
_ _ . _
+ 1O --
tD
•-
+W
1n
oar
to
L
N
65
11+37.37
_
HAMILTON LANE
123
10+65.06
R
HAMILTON LANE
124
11+78.64
R
S
r
N ti
to
.-
to
IIU
HAMILTON LANE
126
12+98.64
_
HAMILTON LANE
127
13+28.64
R
HAMILTON LANE
128
14+19.09
R
HAMILTON LANE
-.155
-
W
oZ
LOW
__ _
EXISTING GROUND
-
�,
FINISHED AL`E
_
15 55
:F
to J
a�
� o
ABOVE -SEWER _
_
rn
ABOifE SEWER
_
-
♦
00
_
_ -----In
—
_ _
t-
II
_
En S
N c>
O
O
p
00
_
_
♦
� S
1545
Of
O
Lo
W� ..
154 _. ._._
_
.02
_ _
tr,
co
�'
_
to
>
N
LO
Goa
8W
rt
Elf
N
_
_
W�
zz
�
CO
1
'IR
rn
tD
_
• Z
CDC)
Os
�
Z
—
_
to
.-
N
to
11
_
_
U
_
N
N
_
35
U
m
sF
♦
q
�
_
.:
153511 _
_
C,
>
_
_
_
_
V>
ooN
CA
N
11
O
M
LO
O
to
M
to
>
Z
_
_
]C—:+>
O
n
zST
-
CON : 256.19 LF
-
_
CONST 296.00 LF ._-._.
_......._ _
_
8 - EX TRA STRENGTH VCP
_
_ _ 8 -::EXTRA STRENGTH VCP
:
PROF LE
SCALES
-
HORIZ.
1 =409
VERT.
1 =4'
10+00
11+00
12+00
13+00 14+00
15+00 16+00
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 21'35'24' 101.74' 270.00' 51.48'
65
66
R
ROO SSE t;NE \\
\CtUJR GUTTER
CL INT 28 \ 1
10+00.00 HAMILTON LANE \
=19+86.38 ROOSEVELT DRIVE
9}95 �
29
30
W.
63
62
M
59
m
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
57
15+53.19
L
HAMILTON LANE
58
15+40.19
L
HAMILTON LANE
59
15+18.78
L
HAMILTON LANE
60
14+23.78
L
HAMILTON LANE
61
13+96.78
L
HAMILTON LANE
62
13+02.78
L
HAMILTON LANE
63
12+76.78
L
HAMILTON LANE
64
11+82.78
L
HAMILTON LANE
65
11+37.37
L
HAMILTON LANE
123
10+65.06
R
HAMILTON LANE
124
11+78.64
R
HAMILTON LANE
125
12+08.64
R
HAMILTON LANE
126
12+98.64
R
HAMILTON LANE
127
13+28.64
R
HAMILTON LANE
128
14+19.09
R
HAMILTON LANE
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 21'35'24' 101.74' 270.00' 51.48'
65
66
R
ROO SSE t;NE \\
\CtUJR GUTTER
CL INT 28 \ 1
10+00.00 HAMILTON LANE \
=19+86.38 ROOSEVELT DRIVE
9}95 �
29
30
W.
63
62
M
59
m
R0� sN�E�c
`� 1R �Cfl (Z A W � NG �►
GJ�
CONSTRUCTION NOTES � Q ' 2�1-71�
11 INSTALL 8" EXTRA STRENGTH VCP SEWER
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 1 AND 112-
2'
33 —INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6�-- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
HAMILTON LANE
REV. REVISION DESCRIPnCN DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
CZECOI� b DQAWI►�16 2-N VA6 IVY
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.
/QRpFESS/O�\
pgjHUCD
R
r Z
No. 31681 z
.k Exp. 12/31/04
t1�glE' � IVI��F��\P
CAL /
CL INT
15+62.08 HAMILTON LANE
=15+20.00 FILMORE WAY
IH #14
56
55
LEGEND
BC
3
45
EC
END CURVE
CL
CENTERLINE
MH
3—t7 -09-42'16't
3 3 N89'42'16"E
INTERSECTION
2*�010 101_
3loe / I
SD
STORM DRAIN UNE
5 PUE (TYP)
5 CURB do GUTTER — 5 -----� "'
\
STREET STATION
_
N
\ U-3
t7
I Z
S
\ 123
U +
124 125
W �U
m 3
126 127 128 129 i I ,
W
Co
FILMORE WAY
CV
N
SEE SHEET 7
±
c� 3Cn
II
Cn
r-111\
R0� sN�E�c
`� 1R �Cfl (Z A W � NG �►
GJ�
CONSTRUCTION NOTES � Q ' 2�1-71�
11 INSTALL 8" EXTRA STRENGTH VCP SEWER
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 1 AND 112-
2'
33 —INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6�-- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
HAMILTON LANE
REV. REVISION DESCRIPnCN DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
CZECOI� b DQAWI►�16 2-N VA6 IVY
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.
/QRpFESS/O�\
pgjHUCD
R
r Z
No. 31681 z
.k Exp. 12/31/04
t1�glE' � IVI��F��\P
CAL /
CL INT
15+62.08 HAMILTON LANE
=15+20.00 FILMORE WAY
IH #14
56
55
LEGEND
BC
BEGIN CURVE
EC
END CURVE
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN UNE
W
WATER UNE
ST
STREET STATION
10+00.00
SEWER STATION
1:300P
&I,
man Inc.
110PA CivHil Engineering " Planning • Surveying " Public Works
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
PREP RED UNDER THE SUPERVISION OF:
OAU o-1
HAROLD A. GARCELON R.C.E. 31681 9DATE:
ST =15+57.06
iAMILTON LANE
40 0 40 80
1"= 40'
scale feet
CITY OF FONTANA, CALIFORMA
SUMMIT HEIGHTS 11
RAWN BY: SEWM PLN & PROFLE
REF
ESIGNED BY: HAMTON LAW
REF TRACT NO. 15$41-1
NECKED BY:0 Y: •
Ry RL f•G •02
r_1 TY FN!_IAIPPP 0 r% C R11 r,1) n A Tr.
0
.2
o
ALE
aT
1„= 40'
��
0�
TE -
E12-3-01
12 -3-01
�o
G NO.:
8
C^
3037
o�
�
�Q