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CONTRACTOR SHALL VERIFY EXISTING 18+00 19+00 20+00 21+00 22+00 PLAN 1 40- 23+00 24+00 25+00 26+00
ELEVA77ONS PRIOR TO CONSTRUC77ON
AND SHALL REPORT ANY DISCREPANCIES
TO ENGINEER. SCALE IN FEET
0 40 80 120 160
ZZ
66
4-
E
EW
EX� 8" S
�;79
&FARM RAORN
LENGTH TANGEW
1W N MN#570 E
54.06'
_1& N 38-0457" E
80.84'
<C-) 424427m ".00,
22752' 119.35'
N 80*4926w E
72.66'
19+60
FONTANA STD. DWG. NO. 125.
NORTH KINGSMILL COURT
TOLL FREE `�l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
F.."
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EA
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RECORD D'RAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPlED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPON8119LE FOR AW ERRORS OR OMISSIONS WHICH
HAVE BEEN WORPOPY921) INTO THE DOCUMENTS AS
A RESULT THEREOF.
TR. NO. 16178
LOT A10.
CONSTRUCTION NOTES.
A84k&T BACXFLON
INSTALL 8" EXTRA STRENGTH VC.P. SEWER.
18+87
CONS7RUCT PRECAST CONCRETE MANHOLE PER CITY OF
2
FONTANA STO. DWG. NO. 112 (0=48").
Jv0
INSTALL 4" VC.P. SEWER LA7EAAL PER CITY OF
19+60
FONTANA STD. DWG. NO. 125.
4
INSTALL BACKWA7ER VALVE DEVICE.
YES
REMOVE PLUG & JOIN EXIS77NG 8" VC.P. SEWER.
20+52
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
6
FONTANA STD. DWG. NO. 112 (ID=60-).
�JtJ
EA
"Fril
RECORD D'RAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPlED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPON8119LE FOR AW ERRORS OR OMISSIONS WHICH
HAVE BEEN WORPOPY921) INTO THE DOCUMENTS AS
A RESULT THEREOF.
TR. NO. 16178
LOT A10.
DEsiam
A84k&T BACXFLON
1
18+87
YES
2
19+50
Jv0
1
19+60
NO
4
20+J2
YES
5
20+52
YES
6
21+12
YES
7
21+J2
YES
8
21+94
NO
-9
22+14
NO
to
22+54
NO
it
22+60
NO
12
22+57
NO
13
2 1+87
NO
14
21+67
YES
15
20+07
YES
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Ill 26-1737\seww%sew03.dwa. 09124r2M 0921:56 AM. DJ
BENCHMAM. No. 615 BASIS OF: BEAFR4108
R41LROAD SPIKE AT INTERSEC77ON 7HE BEARING OF N89*30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS 7HE No. LINE OF SEC. 30, T 1N.,R.5W.,
AVE., IN POWER POLE NO. 901 1E S.B.M. PER R.S. 5815, WAS USED AS
ON 7HE EAST SIDE OF C17RUS AVE. 77 -IE BASIS OF BEARINGS FOR THIS
SIERRA L A KES SPECIFIC PL A N
B"ATM 1467.59 PLAN.
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Prepared Under The SupeMsion Of ITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS
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
ui N . 62183 u) m
cc X
Exp: 9-30-05
clvl\�
AlU
V= CWF" MrEU, STE V7 DRAWN BY- SCALE
RA14CHO CMAMONGLA, CA 9M CFB TRACT NO. 16178 AS SHOWN
PHOW OW) 94-M DESIGNED BY: NORTH KI*GS)WILL COURT DATE:
CF6 MAY 200J
Date : q--ZY'03 CHECKED BY. -APPROVP" MAWING No.:
Y�����
STANDARDS IN EFFECT.
ROE 62183 �J EXP. 9-30-05 �0 340-9 2
CITY EN-GINEER R.C.E. 51152 DATE
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Ill 26-1737\seww%sew03.dwa. 09124r2M 0921:56 AM. DJ