HomeMy WebLinkAbout2979-5Ti
.P
O
SCALE IN FEET
80 120 1
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aGl-
D
DDSmo
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EJIT
DIAL
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOAL CREEK LANE
(PHASE 1)
REV. RENSION DESCRIPTION DATE ENGR. CITY DATE
REc.. owl U,
RECORD DRAWING
THESE RECORD DRAWINGS HAVEBEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMSBIONB WHICH
HAVE BEEN INCORPORATED NM THE DOCUMENTS AS
A RESULT THEREOF
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 THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK: No. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467 5a
CONSTRUCTION NOTES:
tO INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48').
O4 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF
FONTANA STD. DWG. NO. 125.
5O INSTALL BACKWATER VALVE DEVICE.
LOT NO.
DATA/BEAFWCi RADIUS
LBV/DIST. TANGENT
A
N 55'08'55" W
20.01
B
21'40'55" 305.00
115.42 58.41
C
N 76'49'50" W
112.28
D
38'48'14" 305.00
206.56 107.42
E
N 64'21'56" E
87.53
F
15+36
NO
G
14+89
NO
H
14+15
NO
D
DDSmo
�wrM.,,�,� o NwMN,v,,,H,
EJIT
DIAL
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOAL CREEK LANE
(PHASE 1)
REV. RENSION DESCRIPTION DATE ENGR. CITY DATE
REc.. owl U,
RECORD DRAWING
THESE RECORD DRAWINGS HAVEBEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMSBIONB WHICH
HAVE BEEN INCORPORATED NM THE DOCUMENTS AS
A RESULT THEREOF
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 THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK: No. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467 5a
CONSTRUCTION NOTES:
tO INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48').
O4 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF
FONTANA STD. DWG. NO. 125.
5O INSTALL BACKWATER VALVE DEVICE.
LOT NO.
DESIGN
AS -BOLT BACKFLOW
25
10+71
NO
26
11+66
NO
27
11+86
NO
28
13+03
NO
29
14+05
NO
71
15+36
NO
72
14+89
NO
73
14+15
NO
74
13+96
NO
75
13+26
NO
76
13+07
YES
77
12+34
NO
78
12+14
NO
79
11+34
NO
80
11+15
NO
81
10+49
YFS
BEARING
BEARING OF N89'30'06"E ALONG (O
No. LINE OF SEC. 30. T.1N.,R.5W.,
I. PER R.S. 58/5, WAS USED AS
BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN z
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107 DRAWN eY:
RANCHO CUCAMONGA, CA 91730 CFB
PHONE (909) 948-1311
DESIGNED BY:
Date : (2-(�f of CHECKED
EXP. 9-30-05
Lem:
CITY OF FONTANA, CALIFORNIA a
SEWER IMPROVEMENT PLANSit
TRACT NO. 16177 SCALE: 00
SHOAL LANEAS SHOWN
DATE:
STA 10-00.0,0 S 15+41.80 SEPT. 2001
N
APPRO�+ED BY: DRAWING NO.: 5 00
2979 7
7 CITY ENGINEER R.C.E. 51152 DATE
J:\826-1178\Sewer\sew5.dwg, 12/19/01 08:32:07 AM, cb