HomeMy WebLinkAbout3043-10CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 27'56'5r 117.07' 240.00' 59.73'
B I 14.4, 50 0 1
U
1520 gf
1510
63
ST =9+94.93
KIRSTEN COURT F 1-04
62
CL INT
10+00.00 KIRSTEN COURT
=12+81.02 JEANETTE DRIVE
8" EXTRA STRENGTH HGF
10+00 11+00 12+00
0
1510
1500
PROFILE SCALES
HORIZ. 1 a=40
VERT. 1 "=4'
JEANETTE DRIVE +
SEE SHEET 9 �
I
118 117 116
.n I 3 I so
I � �
T I O
Go
Z N
l\ R/W +
URB do GUTTER m 5' PUE (TYP) 115
I\C — — ---- — --
1
N00'01'35'E - -111+00 3 A 3 ��
co 1 3 3 \,
— W I
I -CURB dt GUTTER
I/ RAN \\ /
112
i
JEANETTE DRIVE 113 C N
SEE SHEET 9 1 1 4 N
U
CONSTRUCTION NOTES
1�INSTALL 8» EXTRA STRENGTH VCP SEWER
Q— CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3a- INSTALL a EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
KIRSTEN COURT
ST =9+94.94
NEWELL COURT
1525 a pZ 1525
y, ppppm����� AWN
COM
_
¢ In oo N ABOVE SEWER p, p
$IQ
oma
vtni�
o a
a v RNIM SUWACE /f
1 MM SEWER
i
II .� 1515
1515
II �
»
00
1505 _�
10+00
JEANETTE DRIVE
SEE SHEET 9
57 ��I_al 311 i
10+00.00 I
=16+90.55
X. MH 2 I
56
CL INT
10+00.00 NEWELL COURT_,---'
=16+90.54 JEANETTE DRIVE 55 i n
co 3
"91le- LoRD D (zP NO M (ff JEANETTE DRIVE
Qao� SEE SHEET 9
N0. 31N:rx
IZ 31 0t
SOF Al
__,,I 3/-Oz/04
8' EXTRA STRENGTH VCP
11+00
12+00
NEWELL COURT
1505
REV REVISION DESCRIPTION DATE EM. an DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
o RpFESS/ 01:11117manInc.
rz� �w ► ,j� oe �H� � 1"+�,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �,o�y
y � ❑❑ Civil Engineering » Planning • Surveying • Public Works AWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z REF
No. 31681 z M 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPARED UNDER TH SUPERVISION OF: DESPIED BY:
REF
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sj9l�. CMV o,(I ql?-&/02 OECM BY-
OF
YOF CAO HAROLD A. GARCELON R.C.E. 31681 DATE: R
STANDARDS IN EFFECT. Lt
LEGEND
SEWER
LATERALS LOCATION (BY
STATION)
LOT N0.
DESIGN STA. "AS BUILT" STA.
REMARKS
103
10+65.56
R
NEWELL COURT
104
11+47.84
R
NEWELL COURT
105 1
11 +78.44
R
NEWELL COURT
106
11+83.13
L
NEWELL COURT
107
11+52.45
L
NEWELL COURT
108
10+61.56
L
NEWELL COURT
113
11+53.16
R
KIRSTEN COURT
114
12+10.12
R
KIRSTEN COURT
115
12+21.84
L
KIRSTEN COURT
116
12+01.89
L
KIRSTEN COURT
117
11+49.18
L
KIRSTEN COURT
iN
4-7
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 27'56'5r 117.07' 240.00' 59.73'
B I 14.4, 50 0 1
U
1520 gf
1510
63
ST =9+94.93
KIRSTEN COURT F 1-04
62
CL INT
10+00.00 KIRSTEN COURT
=12+81.02 JEANETTE DRIVE
8" EXTRA STRENGTH HGF
10+00 11+00 12+00
0
1510
1500
PROFILE SCALES
HORIZ. 1 a=40
VERT. 1 "=4'
JEANETTE DRIVE +
SEE SHEET 9 �
I
118 117 116
.n I 3 I so
I � �
T I O
Go
Z N
l\ R/W +
URB do GUTTER m 5' PUE (TYP) 115
I\C — — ---- — --
1
N00'01'35'E - -111+00 3 A 3 ��
co 1 3 3 \,
— W I
I -CURB dt GUTTER
I/ RAN \\ /
112
i
JEANETTE DRIVE 113 C N
SEE SHEET 9 1 1 4 N
U
CONSTRUCTION NOTES
1�INSTALL 8» EXTRA STRENGTH VCP SEWER
Q— CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3a- INSTALL a EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
KIRSTEN COURT
ST =9+94.94
NEWELL COURT
1525 a pZ 1525
y, ppppm����� AWN
COM
_
¢ In oo N ABOVE SEWER p, p
$IQ
oma
vtni�
o a
a v RNIM SUWACE /f
1 MM SEWER
i
II .� 1515
1515
II �
»
00
1505 _�
10+00
JEANETTE DRIVE
SEE SHEET 9
57 ��I_al 311 i
10+00.00 I
=16+90.55
X. MH 2 I
56
CL INT
10+00.00 NEWELL COURT_,---'
=16+90.54 JEANETTE DRIVE 55 i n
co 3
"91le- LoRD D (zP NO M (ff JEANETTE DRIVE
Qao� SEE SHEET 9
N0. 31N:rx
IZ 31 0t
SOF Al
__,,I 3/-Oz/04
8' EXTRA STRENGTH VCP
11+00
12+00
NEWELL COURT
1505
REV REVISION DESCRIPTION DATE EM. an DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
o RpFESS/ 01:11117manInc.
rz� �w ► ,j� oe �H� � 1"+�,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �,o�y
y � ❑❑ Civil Engineering » Planning • Surveying • Public Works AWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z REF
No. 31681 z M 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPARED UNDER TH SUPERVISION OF: DESPIED BY:
REF
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sj9l�. CMV o,(I ql?-&/02 OECM BY-
OF
YOF CAO HAROLD A. GARCELON R.C.E. 31681 DATE: R
STANDARDS IN EFFECT. Lt
LEGEND
BC
BEGIN CURVE
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN UNE
W
WATER LINE
ST
STREET STATION
10+00.00
SEWER STATION
M
d
M
z
00
N
0
0 40 80
3
1"= 4040
scale feet
0
a
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