HomeMy WebLinkAbout3043-3CL INT
10+00.00 MAW LANE
=10+00.00 CIiANTEL DRIVE
149
150
h
CHANTEL DRIVE #
SEE SHEET 5 N
IJI
158 157 N s
151
R/W
\ CURB & GUTTER
\ W
SD
99190�
3
a 152
A
N
N
SEWER LATERAL CROSSING
LOT NO. SEWER LATERAL STORM DRAIN REMARKS
INV AT CROSSING INV ATR BOTTOM OF PIPE AT CROSSING
157 1485.29 1491.47 148654
mug
CL INT
12+01.59 BRLANNIE LANE
=11+93.00 IMDGEON WAY
56 155
5' PUE (TYP)
168
I
J
- - - - - - - - - -
3 W
4+09
n
NW -16 WOE n
153 1541 , 125 126
WIDGEON WAY
SEE SHEET 2
CONSTRUCTION NOTES
tO-INSTALL W EXTRA STRENGTH VCP SEVR
2� CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3Q- INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
5� CONSTRUCT SEtER LATERAL CROSSING PER DETAIL ON SHT 8 AND PER APWA STD
PLAN 223-1 CASE D ON SHT 11
lYl BACKFLOW PREVENTOR (TO BE INSTALLED NTH PRECISE GRADING)
N,
r � �
6
ELESA WAY
SEE SHEET 4
i
J
Cl- INT
14+27.04 BRIANNE LANE
=10+00.00 ELESA WAY
130
129
SEWER
SEWER
LATERALS LOCATION
BY STATION!
IAT NO.
DESIGN
STA. r.
REYARICS
25
11+17.01
BRIANNE LANE
DULCINEA LANE
26
11+13.01
91
DULCINEA LANE
27
10+66.54
BRIANNE LAT4E
DULCINEA LANE
28
9+42.53
RI 5t444V
Q DULCINEA LANE
29
8+86.16
R
DULCINEA LANE
30
8+69.77
R
DULCINEA LANE
125
10+65.00
Rj I&tQZD 1Z
BRIANNE LANE
126
11+55.09BRIANNE
R
LANE
127
11 +80.09
BRIANNE LINE
CONSTRUCTION NOTES
tO-INSTALL W EXTRA STRENGTH VCP SEVR
2� CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3Q- INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
5� CONSTRUCT SEtER LATERAL CROSSING PER DETAIL ON SHT 8 AND PER APWA STD
PLAN 223-1 CASE D ON SHT 11
lYl BACKFLOW PREVENTOR (TO BE INSTALLED NTH PRECISE GRADING)
N,
r � �
6
ELESA WAY
SEE SHEET 4
i
J
Cl- INT
14+27.04 BRIANNE LANE
=10+00.00 ELESA WAY
130
129
SEWER
LATERALS
LOCATION (BY
STATION)
LOT NO. DESIGN STA. "AS
BUILT" STA.
REMARKS
128 12+1&38
R
SD
BRIANNE LANE
51IllizR
WATER LINE
ST
LANE
152 8+25.04
R
�o
BRIANNE LAT4E
153 8+56.79
R Bt5040
IZ
BRIANNE LANE
154 9+45.00
R 9+441-66
X
BRIANNE LANE
155 10+89.71
L
.00 L
BRIANNE LANE
156 10+13.08
L l
BRIANNE LANE
157 9+74.08
L
BRIANNE LANE
CL �
00 DULCINEA LANEGRETCHEN COURT +�
�Z
=10+00.00 GRETCHEN COURT SEE SHEET 4
'31:
32i 45 s
p I 8
\ R
I \ CURB do GUTTER
W
Q�OFt�`/0
y � \
Na 31Qa1
Kv. 110601 °ESCFAr DAN
MW aTM WE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
I RCURIO D1W 1 3JI +4G 5.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.
316WC4
ESS/p1,,
Oo �tZHURrry
� �
r �,
No. 31681
* Exp. 12/31/04J
kCIVIC
� CA1-vF�/
31
30
LEGEND
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN LINE
W
WATER LINE
ST
STREET STATION
0.001
SEWER STATION
CL 11+38.01 1DULCINEA LANE H ETTY STREET
=11+93.01 CORI WAY SEE SHEET 7
46Pei
� 8
3 N89'16'53'E
\ 3
os
8 1 0
oho + Q I
29 28 sl
W CORI WAY
�Z
� J
W SEE SHEET 2
N Z
��
�6RB do GUTTER
R/W
27
W
DULCINEA LANE
rmmv"[= fUl & 1"e , Inc.
Do[;? I Civil Engineering - Planning - Surveying - Public Works,
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
PREPARED UNDER TIJF SUPERVISION OF:
y12.6102, ac
qH ROLD A. GARCELON R.C.E. 31681 DATE:
D
4t
26 N�
CL INT
12+62.02 DULCINEA LANE
=10+00.00 HETTY STREET
23
I
-i 24
25
C,p W
p, Z
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oiz
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ALE.
N Z
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40
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11
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