HomeMy WebLinkAbout2420-5I
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FOX130ROUGH
DRIVE
CURVE DATA
►
DELTA RADIUS LENGTH TANGEN
25'22'04" 205.00' 90.76' 46.14'
PROPOSED FINISH SURFACE
OVER CA OF PIPE
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8 VCP SEWER
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REVISIONS
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HUNTSMEN PLACE
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GRAPHIC SCALE
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1 inch = 40 !t.
The q5P Consulting Group
6 Morgan, Suite 100
Irvine, Callfornlo 92618
(714)587-3012 FAX (714)472-3176
PREPARED UN D THE SUPERVISION OF:
t o
DATE ;R'OVVZ TMAS A. PETERSEN 35275
R.C.E.
IAP
CONSTRUCTION NOTES;
0—CONSTRUCT d" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
2a—CONSTRUCT 48' DIA. ECCENTRIC MANHOLE PER CIN OF FONTANA
STD. N0. 112.
&—SONSTRUCTFN4STbE NO 125 AND I�NST�SEWERE CNEAN O�UtTCBOX PER
LCITY
A DSCAPENATANA REAS) �. N0. 125A (IN CONCRETE AREAS) OR 1258 (IN
4a—CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY
PER CITY OF FONTANA STD. N0. 128.
5a—REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY de ,101N.
doEWER LATERAL LOCATKM
LOT
PROPOSED STATION
AS BUILT STATION
11
4+63
12
3+93
13
3+20
14
2+16
35
2+48
36
3+05
37
3+69
38
4+41
39
5+07
40
5+78
41
6+27
CITY OF FONTANA, CALIFORNIA,
PUBLIC WORKS DEPARTMENT
DRAWN � SEWER IMPROVEMENT PLANS S�:
DESIGNED �� HEDGE ROW COURT:` '; _�
SESI PLAN AND PROFILE
CHECKED BY DATE:
TAP TRACT N0. 14571 & 14571-1 01/16/97
JOB N0. ��� , ��� DR. N0. SHT. N0.
DATE: PRSCITY ENGINEER R.C.E. 25126 2420 5oF-6