HomeMy WebLinkAbout3945-5I r4i-I .
0
II
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5
(10W
BACKFLOW
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W W
NO
O -
W
10+00 11+00 12+00
SPAIN AVENUE
SEE SHEET 3
i I I
1 168'
34 34'
12' 22' 22' 112'
5 15'
WW
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5
�j
BACKFLOW
12
10+62
NO
�
Q
z
W�
14
50
00
00
715,4
12+48
NO
?moo
12+01
NO
49
10+72
I I
50
PROPS
x "IN PROP. 8 " WATER
cN -f ST CL�
49 _
1 15yb.
ENDERS
PROP. R/W
STREET
.c4�.
A
J4
5 S S,�REE
NpER �P�
G� IN 00 �PDR1D
19 k1�01
MADRID WAY
SEE SHEET 3
TOLL FREE 'mmmm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
RECORD ,DKAWIAIG
_ .t
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120
160
CONS TRUC T/ON NOTES
Ol INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
2O INSTALL 18" EXTRA STRENGTH V.C.P. SEWER
O3 CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( ID=48" )
4O CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( ID=60" )
O5 INSTALL 4" V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
6O INSTALL BACKWATER VALVE DEVICE
O7 REMOVE PLUG AND JOIN EXISTING 18" V.C.P. SEWER
TR4CT 17438
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
12
10+62
NO
13
11+88
NO
14
12+11
NO
15
12+48
NO
48
12+01
NO
49
10+72
NO
50
10+52
NO
DA TF I ENGR. I CITY I DA TE
i
_ 1 _. _1sV.. .._ _....J...
_t
t
LffECORD DRAWING �
may' THESE P { '1GS HAVE BEEN aREp, IN
36637 PART 1 r ''FORMATION CC: vE0 AND
� , ` .siR•- /� FURNGHA THE ENGINEER ,VILL NOT BE
ANY ERRORS OR OMISSIONS WHICH
'/E BEEN 11NOCAPORATED INTO THE DOCUMENTS AS
f�F CA,1� ES LjT�THEREOF.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN 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 STA NDA RDS IN EFFECT.
BENCH MARK: 18-17
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
OF SAN SEVAINE RD., 2.65 M/ WEST
OF SIERRA A VE
ELEVA 77ON: if 1428.609
BASIS OF BEARINGS
THE CENTERLINE OF CITRUS AVENUE
AS SHOWN ON RECORD OF SURVEY
35/9 TAKEN AS N 0170'30' W. WAS
USED, AS THE BASIS OF BEARINGS
FOR THIS MAP.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
760-A S. ROCHESTER AVENUE
ONTARIO, CA 91761
PONE 19 1 37-9151
ate 1 L7
RCE 36637
WENDELL L. IWATSURU
CITY OF FON TA Neo, CA L IFO RN/A
SEWER IMPROVEMENT PLANS
DRAWN B Y.
SC
DJ TRA C T 80. 17438 AS SHOWN
DESIGNED BY. -DWRS STREET FROMA AYEMUE TO MADRID WAY DA TE
CF JUNE 2005
A P OVFD BY . DRAW/NG N
O. 5CHECKED B
Q I'M Z 'ZZ -c� 3945
ITY
EWVIR.C.E. 51152 DATE
J:\126-1936\sewer\sew05.dm. 1/26/2006 12:46:08 PM. Emie. EmiE