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SCALE IN FEET
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LATERAL TABLE
HAWK RIDGE AVENUE
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
41
16+61
INSTALL
NO
42
15+79
NO
43
15+64 ® WYE
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
NO
44
14+78
FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
NO
45
14+39
0 3
49 0J
NO
46
13+61
J
N 45
YES
47
13+41
171
NO
48
12+41
Q17
NO
49
12+21
NO
50
11+21
NO
51
10+63
O
NO
52
10+05 @ WYE
2
NO
53
10+08 @ WYE
00 II
+
NO
54
10+76
NO
55
11+00
NO
56
11+99
NO
77
15+20
NO
78
16+58
NO
1 1+CDto 1 tc 013+00
+ — — —
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• , - • � . � -; N � Z CONSTRUCTION NOTES
3 51
PROP. R/W
Q
a
INSTALL
8" EXTRA STRENGTH V.C.P. SEWER
_
w
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF
FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
� 3
3
50
0 3
49 0J
3
48
47
46
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N 45
1#J: -L1.
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171
17
171 ��J0
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Q17
4O
INSTALL
BACKWATER VALVE DEVICE
1.5 INCH BRASS DISK ON TOP OF THE
P
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N
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2
0
+
00 II
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2 2
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G REV. REVISION DESCRIPTION
Gp� D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
44
INSTALL
8" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF
FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
r
•
3O
INSTALL
4" V.C.P. SEWER LATERAL PER
J�
CITY OF
FONTANA STD. DWG. NO. 2005.
BENCH MARK: NGS: EV9118
BASIS OF BEARINGS:
4O
INSTALL
BACKWATER VALVE DEVICE
1.5 INCH BRASS DISK ON TOP OF THE
THE SOUTH LINE OF THE SOUTHWEST
NORTHWEST LEG OF EDISON TOWER NO
QUARTER OF SECTION v% TOWNSHIP 1
18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S.
HAWK R AVENU OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE
MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD
CENTERLINE. AND HAS A BEARING OF N89.22'55"E.'
ELEVATION: 1676.78 FEET
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER _THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS, OF THE DATE OF APPROVALV� c SEWER IMPROVEMENT PLANS
O SGS �MADOLE DRAWN BY:
9302 PITTSBURGH AVE., SUfiE 230 SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT., MANNER,
3 No. 36637 c ; ,.�° RANCHO CUCAMONGACA. 91730 SCLICB/CV TRACT NO. 18824 1°=40'
PHONE 909.481.6322
THE' CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06-30-12 gineeringCommunities for Life FAX; 909.481.6320 DESIGNED BY. HAWK RI E AVENUE DATE: W
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND %31, cIV%�- ��`P CB DEC. 2011
F a DATE: Ti/ NECKED BY: APP BY: DRAWING N0. 7
OF CA��F
STANDARDS IN EFFECT. 1� A EXP: s 2 �i� TM � �� • � 4931 g
RCE 36637 TY ENGINEER R.C.E. 51152 DATE
J:\126-2500\sewer\Sewer07.dwq, 5/18/2012 11:04:39 AM, djc