HomeMy WebLinkAbout3043-6-6l CL INT
10+00.00 ROCHELLE STREET
N =21+20.40 CHANTEL DRIVE
79 NQ 1~ 80
NO
6 \
6
1
84 VANESsq WAY
.'.'
SEWER
LATERALS LOCATION
BY STATION
LOT NO.
DESIGN STA.
T" STA.
KMARKS
1
14+17.07
L
I +-} 1-7 L_
ROCNELLE STREET
2
15+19.06
L
ll + 48 L
ROCHELLE STREET
3
15+59.06
L
15 -I- 51 L-
ROCHELLE STREET
4
16+44.01
L
1( +44- L
ROCHELLE STREET
5
16+79.06
L
14* +-T 1 L
ROCHELLE STREET
6
17+69.06
L
I -T +-I1 L
ROCHELLE STREET
7
18+23.77
L
18 + 2-1 L
ROCHELLE STREET
8
18+64.60
L
18 -i- 42,� L
ROCHEI I E STREET
9
18+69.60
L
16 f `9 L_
ROCHELLE STREET
80
10+04.00
L
k0 +b4 L-
ROCHELLE STREET
81
10+47.76
L
I o ++,I L-
ROCHELLE STREET
82
11+60.02
L
I1 + C-0 L
ROCIE] IE STREET
83
11+90.02
L
I +80L
ROCFELLE STREET
84
12+92.27
L
12 -k-9+L-
ROCHELLE STREET
85
10+56.57
R
to + 511z
ROCHELLE STREET
86
11+34.30
R
t 1 + 36c M
ROCHELLE STREET
87
11+64.39
R
1 1 4 il Z R-
ROCHELLE STREET
6 \
6
1
84 VANESsq WAY
.'.'
CL INT
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA.
"AS BUILT" STA.
REMARKS
88
12+43.07
R
I z + F..
ROCHELLE ST.
89
12+73.07
R
z. -4.1 R
ROCHELLE ST.
90
13+53.72
R
g
ROCHELLE ST.
91
13+83.72
R
-} 9
ROCHELLE ST.
92
14+49.55
R
¢ Ar9 R-
ROCHELLE ST.
93
15+14.00
R
I 9-1� t l z
ROCHELLE ST.
94
15+44.01
R
k 5 +4-4
ROCHELLE ST.
95
16+29.01
R
1(. 2S h-
ROCHELLE ST.
96
16+59.01
R
ROCHELLE ST.
97
17+35.60
R
't -t- 3 3 R
ROCHELLE ST.
CL INT
-T
13+47.93 ROCHELLE ST.
GUTTER
R/W
= 8+25.00 VANESSA WAY
94
95
M
RIGHT OF WAY
Illl-
2 3 4
Am
3 - R/W
--- CURB &GUTTER
5' PUE (TYP) \ \ 3 1 3
N
87 3
6 \�� 3
3
88 cr �
__
89
90
91
92 �
t
CONSTRUCTION NOTES
11 INSTALL 8' EXTRA STRENGTH VCP SEWER
4
2� CONSTRUCT 41r PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
33 INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
66 BACKFLOW PREVENTOR (TO BE INSTALLED NTH PRECISE GRADING)
CURVE TABLE
CURVE ANGLE LENGTHRADIUS TANGENT
A 13'14'21' 238.00' 1030.00' 119.53'
B 17' ' ' 16. 1 mn.00' 1 159.38'
�W
W
40Cn
0W
Iw
CA
all
5 6 7 8 ^LO
Co m
5' PUE (TYP) - -
---
-------
------
CURB do
GUTTER
R/W
)3
94
95
96 97 98
ROCHELLE STREET
Kv. AES Delow ON °ALE OM 01Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
D 'PAW I G 004 He•d Q�Essi
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 °`Exp. 12131810 4
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIv1\
lFOF- co'
STANDARDS IN EFFECT.
3
I
ry
HETTY STREET
SEE SHEET 7
HWI & iInc.
A Civil Engineering - Planning - Surveying • Public Works
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
PREPARED UNDER TH SUPERVISION OF:
4:1w lmll` Y/2G/o 7,
H ROLD A. GARCELON R.C.E. 31681 DATE:
CL INT
18+73.82 ROCHELLE STREET
=19+51.87 HETTY STREET
9
LEGEND
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
10 (ZD D12pllm) 10 6 n
OQp�pFtSS
No. 319"
11 EVz31W,�
CITE
1 "=
rn
00
d
M
I�
oALL
Q T
C)�
1 „= 40'
' � o
1E:
11-21-01rnC,
�o
G NO.:
8
iN
C
3M
N N
11
%Q