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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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REV. I REVISION DESCRIPTION
REc. ,DWG
DATE I ENGR. I CIN I DATE
I#% I V / I V
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT 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 THEF44 INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
DRAWN BY:
JV
DESIGNED BY:
EF
CHECKED BY:
TRACT NO. 16176
LOT
DESIGN
BENCH MARK: # No. 615
1
BASIS OF BEARINGS:
NO
2
THE BEARING OF N00'16'44"W ALONG
RAILROAD SPIKE AT INTERSECTION
3
THE WEST LINE SECTION 30,
OF CITRUS AVE. AND LOS CECROS
4
TOWNSHIP 1 NORTH, RANGE 5 WEST,
T
AVE., IN POWER POLE N0. 9011E
AVTHE
5
SAN BERNARDINO MERIDIAN, AS SHOWN
ON EAST SIDE OF CITRUS AVE.
6
ON TR. NO. 15908, IN BOOK 271,
ELEVATION: # 1467.59
7
PAGES 34 THROUGH 39 OF MAPS.
YES
Prepared Under The Supervision Of
�F�
NO
PREPARED N THE OFFICE
O
13+75
NO
C.
MADO EANDASSOCIATES,
13+79
NO
21
L
3 No. 36637 c
12+78
YES
23
10601 CHURCH STREET , STE. 107
* Expo 06-30-04 *
24
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
YES
25
11 +26
F�FCALIF�
26 1
ate Oq 04
1 YES
RCr
36637 EXP. 0 —30 04
DRAWN BY:
JV
DESIGNED BY:
EF
CHECKED BY:
TRACT NO. 16176
LOT
DESIGN
AS—BUILT BACKFLOW
1
11+55
NO
2
10+60
NO
3
10+40
NO
4
10+89
YES
5
11+11
YES
6
12+41
YES
7
12+72
YES
8
13+55
NO
9
13+75
NO
20
13+79
NO
21
YES
22
12+78
YES
23
12+26
NO
24
11+45
YES
25
11 +26
YES
26 1
10+49
1 YES
CURVE TABLE
CURVE DELTA RAD/US LENGTH TANGENT
A 6'15'59" 405.00 44.30 22.17
B J646'02" 405.00 259.89 134.60
CONSTRUCTION NOTES:
la— INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. C
2O— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
r
STD. DWG. NO. 125.
4n— INSTALL BACKFLOW DEVICE.
<
H
C
C
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAl
TRA C T O. 16176 S AS SHOWN
COY STREET DATE.
OCT. 2003 a
APPRO BY: DRAWING NO.: 3
CITY ENGINEER R.C.E. 51152 2 /b DATE 3529 115
J:\826-1177\Sewer\sew03.dwa. 02/09/2004 03:03:33 PM. DM