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INSTALL 128.50 L.F.
INSTALL 256.45 L.F. I IRSTAU 29AF F.
J.
EXTRA STRENGTH V.C.P. SEWER
8" EXTRA STRENGTH V.C.P. SEWER 8 EXTRA STRE NGtH VC.P. SEWER 8
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INSTALL 24,2.62 L.F. PROFILE
SEWER
t
VERT 1 4'
--T—Li± L
-4
HORIZ 1 40'
22+00 ?-1+ PLAN 1 40' 24+00 25+00 26+00 27+00 28+00
cv
0
(D Go
LOT NO.
DE"
AS -BMT BACK1FLOW
1
27+44.80
NO
2
28+16.08
NO
3
28+21.58
NO
4
28+12.24
NO
5
27+92.87
NO
6
27+17.45
YES
7
26+29.59
NO
118
20+05.22
YES
119
20+65.12
YES
120
21+74.11
NO
121
22+54.14
YES
122
22+70.40
YES
123
23+59.03
YES
124
23+75.03
YES
125
24+59.03
NO
126
24+83.91
YES
127
25+59.02
YES
128
25+74.69
YES
129
26+44.56
NO
SCALE IN FEET
= / SCALE: 1 " � 40
N
CONSTRUCTION NOTES:
(D -INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
&-CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. No. 112 (ID=48").
(�)-INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
PER CITY OF FONTANA STD. DWG. No. 125.
&-INSTALL BACKFLOW DEVICE.
SCIOTO PLACE
SEE SHT. No. 5
Rt'�,.,q*aORD DRAWIls.,
HESE �.b DRAWINGS' BEEN PF
PAM" Ci;' 1-ilE EMSIS OF INF�`�"141��kr�701%;' ('r""
FURNISmED BY OTHFP�' �-NGWEER WiL�
RESPONSIBLE POP PS OR OMISSI()�A
HAVE BEEN INCCAPORAl ED INTO THE DOCUMMT.; As
A R FSLI LT T EOF
C=
/Vvll� VVVVV%AAA&VVVN
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 800-227-2600
A PUBLIC SERVIM BY ND SERVICE ALER
T
SEE SHT. N o. 5
JU laj�j 0 JL U IN n
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
(b I (of
li 116 1 V F-1
LINE TABLE
LINE BEARING LENGTH_
Ll N 12*0 1'23"W 154.88'
L2 N 12*0 1'2.3"W 70.65'
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 MAW: No. 615 BASS OF BEARIINM
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.lN.,R.5W.,
AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 1467.59 PLAN. SIERRA LAKES SPECIFIC PLAN
Prepared Under The Supervision Of
OFESS PREPARED IN THE OFFICE OF
S MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
N . 62183 LO RANCHO CUCAMONGA, CA 91730
Exp: 9-30-05 PHONE (909) 948-1311
V \- '�r Date
R.C.E. 6216 EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAM BY:
CURVE TABLE
SCALE:
MA
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
9*07'42"
1366.00'
217.63'
109.05'
C2
10'2 0'3 9 "
1366.00'
246.62'
123.65'
C3
4*25'42"
1366.00'
105.57'
52.81'
C4
8-09"17"
ITo-34.0ol-1-47.1rl
73.71'
C5
Ll 8-39"10"
1407.00'1
132.50'1
66.84'
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
(b I (of
li 116 1 V F-1
LINE TABLE
LINE BEARING LENGTH_
Ll N 12*0 1'23"W 154.88'
L2 N 12*0 1'2.3"W 70.65'
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 MAW: No. 615 BASS OF BEARIINM
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.lN.,R.5W.,
AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 1467.59 PLAN. SIERRA LAKES SPECIFIC PLAN
Prepared Under The Supervision Of
OFESS PREPARED IN THE OFFICE OF
S MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
N . 62183 LO RANCHO CUCAMONGA, CA 91730
Exp: 9-30-05 PHONE (909) 948-1311
V \- '�r Date
R.C.E. 6216 EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAM BY:
TRACT NO. 16097
SCALE:
MA
RIVE
AS SHOWN
DESIGNED BY-
DATE:
CFB
rf�IRES
OCT. 2001
CHECKED y
APPROW5 BY.
DRAWNG NO.:
3
SC*.
LCZ L
1 2981
7
CITY ENGINEER R.C.E. 51152 DATE
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