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NDN" CURTIS AVENUE
o - = PER DWG NO. 3034
9
�uW 13
_� +0 �( I
AMERICAN
F -
O
c0
O_
I
N
\ R
� CURB do GUTTER
WAY
SEE SHEET 3
I
A�
`P"111+00 ui n Ag1n70r j
ul N SD
U
Q _W _ I I I
A QM
d M
CL INT
10+00.00 VANESSA WAY,
=14+65.96 CURTIS AVE
CONSTRUCTION NOTES
1a -INSTALL 8" EXTRA STRENGTH VCP SEWER
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
4o-- REMOVE STOPPER AND JOIN PIPE
BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
I I Uj
0
Z
�
35
l i I 4 w a 3 1
CURTIS AVENUE
PER DWG NO. 3034
a
5' PUE (TYP) N-1�
I �
AMERICAN WAY
SEE SHEET 3
VANESSA WAY
37
w
ST =11+75.02
VANESSA WAY
CL INT
11+82.00 VANESSA WAY
=11+99.59 AMERICAN WAY
Rom RZI-) C>RAwIN6
QRpFtSS/p�
w No. 31681 /
Up. 31
FOF CAt*
3tOz.�o�l
29
ST =9+92.98
ANDREWS LANE F -16—+a
1=14+�
CL MH
28
27
CL INT
10+00.00 ANDREWS LANE
=16+50.87 AMERICAN WAY
REV REVISION DESCMPnM DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1wCD RD D R ul1G 3JIN 06
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.
AMERICAN WAY
SEE SHEET 3
cal 3
/ N I
rn
Co
� \ R
\ CURB do GUTTER
ARLINGTON WAY
SEE SHEET 5
44 45 N� 3 ��
Go
Go
I _
5' PUE (TYP)
x 10, 0 _ 11+00 Nnn-nq'-111w
00 12+00
VIVA
moi..► o o
0 0& GUTTER
24 23
10 ►al Pm ftTJL*-= Will k
,
r -A a] MIL' V
ST =12+52.98
12+60.1
20
CL INT
12+58.00 ANDREWS LANE
=15+38.09 ARLINGTON WAY
LEGEND
SEWER
CENTERLINE
ERALS LOCATION (BY
STAT N)
LOT NO.
DESIGN STA.
X
1"AS BUILT" STA.
I REMARKS
21
12+51.42
R
1Z 55 1Z
AN LANE
22
12+39.62 1
R
I LZ b
AN LANE
23
11+49.62
R
( g #Z
ANDRE LANE
24
11+19.62
R
I I -t- I Co h--
AN LANE
25
10+42.14
R
Il O f¢
WS LANE
26
10+23.14
I D -{- Z Iz
NDREWS LANE
CONSTRUCTION NOTES
1a -INSTALL 8" EXTRA STRENGTH VCP SEWER
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
4o-- REMOVE STOPPER AND JOIN PIPE
BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
I I Uj
0
Z
�
35
l i I 4 w a 3 1
CURTIS AVENUE
PER DWG NO. 3034
a
5' PUE (TYP) N-1�
I �
AMERICAN WAY
SEE SHEET 3
VANESSA WAY
37
w
ST =11+75.02
VANESSA WAY
CL INT
11+82.00 VANESSA WAY
=11+99.59 AMERICAN WAY
Rom RZI-) C>RAwIN6
QRpFtSS/p�
w No. 31681 /
Up. 31
FOF CAt*
3tOz.�o�l
29
ST =9+92.98
ANDREWS LANE F -16—+a
1=14+�
CL MH
28
27
CL INT
10+00.00 ANDREWS LANE
=16+50.87 AMERICAN WAY
REV REVISION DESCMPnM DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1wCD RD D R ul1G 3JIN 06
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.
AMERICAN WAY
SEE SHEET 3
cal 3
/ N I
rn
Co
� \ R
\ CURB do GUTTER
ARLINGTON WAY
SEE SHEET 5
44 45 N� 3 ��
Go
Go
I _
5' PUE (TYP)
x 10, 0 _ 11+00 Nnn-nq'-111w
00 12+00
VIVA
moi..► o o
0 0& GUTTER
24 23
10 ►al Pm ftTJL*-= Will k
,
r -A a] MIL' V
ST =12+52.98
12+60.1
20
CL INT
12+58.00 ANDREWS LANE
=15+38.09 ARLINGTON WAY
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
3
in
00
1»_ 4040 0 40 80
3
a
iiiiia
scale feet i
0
'
Uman
ITY OF FONTANA CALFORNA OfESS/O ❑a ars all
HUR rInc.In�
LISUMMIT HEIGHTS 11 o
Q �o m j Civil Engineering •Planning •Surveying • Public Works ^,",,' BY- EF �� �'M 8` ��'E ,� �•_
= No. 31681 z m 1152 N. Mountain Ave. Ste. 100 Upland, CA 91786-3669 909-982-7777 VANESSA WAY 8i ANDREWS LANE 1 40co
* Exp. 12/31/04 * PREPARED UNDER TH SUPERVISION OF: SIGNED BY: ATE. ! o
CIVIL �P REF Mc 15$41 11-26-01 �N
Ali A 2— ECKED BY: APPRO NO.: � o
OF CAS\F HAROLD A. GARCELON R.C.E. 31681 DATE: R ,�- 2 � Ui
1
CITY ENGINEER R.C.E. 51152' DATE: 3040 8 %Q