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LINE TABLE
LINE BEARING
LENGTH
L1 S89 -32'15"W
276.43'
k"IX
CURVE TABLE
CURVE
DELTA I RADIUS
I LENGTH
ITANGENT
Cl
1 12'27'29" 1 305.00'
66.32'
1 33.29'
=111
SCALE IN FEET
PLM, 1'= 40'
FIRESTONE DRIVE SHOREACRES LANE
SEE SHT. No. 2
CF.F. CAT Nn R
0
Im
CI
E DgIVE
F1?sEEOx N°.,21�1�,
88
0 105 II
9
W
J
p 10+01.36 cl MH #2
U)
=11+93.39 MH FIRESTONE DR.'
104
N 20' WIDE \ G
�f S.D. EASEMENT
INSTALL 212.43 L.F
:A STRFINGTH V.C.P.
m
I
a=�1111iw:Q�
INS1 175.57 L.F
8 EXTRA STRFINGTH V.C.P
12+00 13+00 14+00
CONSTRUCTION NOTES:
10 -INSTALL 8" EXTRA STRENGHT V.C.P. SEWER.
3O -CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. No. 112 (0=48").
4o -INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
PER CITY OF FONTANA STD. DWG. No. 125.
3
cV
90 91 92
93
4 4 4 4 A
5' P.U.E.
\ (TYP.) N
--------------
Y�
- --
- - -
°p - P T R 1
107 71 9 I H 11 11 ((,' I I I I I I I I I I °°.Ds \ 103 i 102
la
LOT NO.
DE810N
A8-BULT BACIO LOW
71
13+38.24
NO
72
13+23.81
NO
73
12+49.11
NO
74
12+33.11
NO
75
11+52.11
NO
76
11+33.11
NO
77
10+58.36
NO
78
10+62.65
NO
79
11+45.88
NO
80
11+64.88
NO
81
12+23.05
NO
82
13+10.66
NO
OAKMONT LANE
D C7,�n
Oil
DIALTWO WORKING
BEFOREDAYS BEFORE
YOU DIGYOU DIG
TOLL FREE00-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
' RCCORD DRAT
4
HESE RECORD DRAWINOiB MAVL REEN
PART, ON THE ?ASIS 01: !"r''RMATION COF
FURMSt PV LITHFgG THF ENGINEER N
RESPONS c()c ANY ERRORS OR ON1 Ss '
HAVE BEEN Ir : PORATED INTO THE DOCUt." v
S RESUIT THS :rOF
REV. I REVISION DESCRIPTION
JV III MINIM �MNIIIIM
101 1 100 99
97 i 96
95
I
LINE TABLE
LINE BEARING LENGTH
L1 S89-32'1 5"W 216.43'
L2 N89 -32'15"E 179.57'
LOT NO. DESION AS -BUILT BACKFLOW
SOMERSET PLACE
88 10+64.06 NO
89 11+35.71 NO
90 11+51.71 NO
91 12+39.71 NO
92 12+55.71 NO
93 13+46.71 NO
LINE TABLE
LINE BEARING LENGTH
L1 S89-32'1 5"W 216.43'
L2 N89 -32'15"E 179.57'
94 13+91.93 NO
BENCH MAF1K' No. 615 BASIS OF BEARFM
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.1N.,R.5W.,
AVE., IN POWER POLE NO. 9011E S.B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE 14 CITRUS AVE. LA BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN
ELEVATION 1467.59 PLAN.
95 13+75.36 NO
96 13+59.36 NO
97 12+75.36 NO
102 10+59.36 NO
LINE TABLE
LINE BEARING LENGTH
L1 S89-32'1 5"W 216.43'
L2 N89 -32'15"E 179.57'
J:\826-1173\sewer\sew7.dwa. 02/28/2002 02:36:04
98 12+59.36 NO
BENCH MAF1K' No. 615 BASIS OF BEARFM
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.1N.,R.5W.,
AVE., IN POWER POLE NO. 9011E S.B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE 14 CITRUS AVE. LA BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN
ELEVATION 1467.59 PLAN.
99 10+75.36 NO
100 11+59.36 NO
101 10+75.36NO
102 10+59.36 NO
103 10+06.10 NO
DATE
ENGR.
CITY
DATE
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.
QF(ESS/g1
�° tNOM4sF
�°� F� i
c3 �o r
�w No. 62183 N p
* Exp: 9-30-05 *
r9lF CI V \� O��\
OFCAUF
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
C 2•ZS o
/ Date
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
MA
TRACT NO. 16097
OAK T LANE ERSET PLACE
SCALE:
AS SHOWN
DESIGNED BY:
CFB
DATE:
OCT. 2001
CHECKED BYj
RCS SCL
AP D BY:
S-�
DRAWING NO.:
2981
7
7
R.C.E. 62183 EXP. 9-30-05
491IIIaI
.
CITY ENGINEER R.C.E. 51152 HATE
J:\826-1173\sewer\sew7.dwa. 02/28/2002 02:36:04