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INSTALL 140.25 L.F.
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'V INSTALL 113.29 L.F.
iENIG P. SEWER PROFILE
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14+Wl PLAN 1'* 15+00 16+00 17+00 18+00 19+00 CONSTRUCTION NOTES:
EAST LAKE LANE
AUGUSTA DRIVE
SEE DWG. NO. 2669
SHEET 2 OF 7
tn
LOT NO.
DESM
AS-BULT BACKFILOW
104
12+11.64
NO
105
12+64.25
NO
106
13+66.42
YES
107
14+37.01
NO
108
14+60.92
YES
109
15+35.03
YES
110
15+50.70
YES
ill
16+33.05
YES
112
16+48.72
NO
113
17+33.63
YES
114
17+19.63
YES
115
18+42.59
YES
116
18+58.85
NO
117
19+51.99
NO
FIRESTONE DRIVE
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SOMERSET PLACE
SEE SHT. No. 7
EAST LAKE LANE
SEE 0 LEFT
RECORD DRAV`I,-�'
7HES�- HAV�. 137E:77 !N
PART, 0�,
HAVE 6'--' ;0,!-0GRPORWk ED it '0 THE C�
A RESI-10- �770F
TOLL FREE '"Mmmpw-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SCALE IN FEET
40 80 120 1
/ SCALE: 1 " � 40,
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
Pq-V
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CURVE TABLE
0
0
LINE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Ci
4* 15'44"
858.00'
63.83'
31.93'
C2
4* 10'44"
1034.00'
75.42'
37.72'
C3
1 11*48'19"
1034.00'1
213 O�5'
06.90'
C4
9-07'42"
1366.00'1
217.631+1
05'
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
Pq-V
0
PT-P'PqTr)'kTV T)PT17-W
KITTANSETT PLACE
SEE SHT. No. 6
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.
BENK�HMAW' No. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
O-jNSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
Q --CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. No. 112 (ID=48").
(D—INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
PER CITY OF FONTANA STD. DWG. No. 125.
(�)—INSTALL BACKFLOW DEVICE.
@�-CONSTRUCT CONIC. ENCASEMENT PER DETAIL ON SHT. 1
-i
Q-
LINE TABLE
0
0
LINE
BEARING
LENGTH
Ll
N41*28'45"E
185.65'
L2
S08* 1 9'37"E
115.68'
L3
N1 1*52'40"E
8.37'
L4
N 11 * 52'40 "E
26.86'
-
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N81*37'53"P-
159,
�7dL5
KITTANSETT PLACE
SEE SHT. No. 6
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.
BENK�HMAW' No. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
O-jNSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
Q --CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. No. 112 (ID=48").
(D—INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
PER CITY OF FONTANA STD. DWG. No. 125.
(�)—INSTALL BACKFLOW DEVICE.
@�-CONSTRUCT CONIC. ENCASEMENT PER DETAIL ON SHT. 1
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SCIOTO PLACE
SEE SHT. No. 5
kSIS OF: BEARIINGS
IE BEARING OF N89*30'06"E ALONG
IE No. LINE OF SEC. 30, T.lN.,R.5W.,
B.M. PER R.S. 58/5, WAS USED AS
IE BASIS OF BEARINGS FOR THIS
.AN. SIERRA LAKES SPECIFIC PLAN
Prepared Under The Supervision Of :
ESS/ PREPARED IN THE OFFICE OF
S MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
< o. 62183 �Cn RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Exp: 9-30-05
/V\
R.C.E. 621
Date : Z-Z�-c,
EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY: SCALE:
MA TRACT NO. 16097 AS SHOWN
DESIGNED BY: FIRESTONE DRIVE & DATE:
CFB EAST LAICX JANE OCT. 2 01
CHECKED By DRAWING NO.:
APP
RC -7 SCL CITY ENGINEER R. C. E. 5115 2 DATE 2981 Y7
JA826-1173\sewer\sew2.dwg, 02/28/2 2 02:33:50 P