HomeMy WebLinkAbout3081-2NOTE:
* CONTRACTOR TO VERIFY VERTICAL AND
HORIZONTAL LOCATION OF EXISTING
UTILITIES PRIOR TO CONSTRUCTION
NAGAM DIVE
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I N88 -15'08"E
ALMERIA ST. STA 48+79.41 ,
9+99.93 JACKSON SEWER TRUN til
0
*EXISTING SEWER MH
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,
PROP ;
" WATER MAIN't,
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REV. REVISION DESCRIPTION
RECIEM0
DIAL Tw❑ WORKING 4 FINAL SUBMITTAL
BEFORE ��*� DAYS BEFORE
YOU DIG YOU DIG 3 3RD SUBMITTAL
TOLL FREE 1-800-227-2600 2 2ND SUBMITTAL
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1ST SUBMITTAL
CORD DRAWING
CONSTRUCTION NOTES
t�1 INSTALL 8" V.C.P. EXTRA STRENGTH SEWER MAIN
O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125
OCONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG.
NO. 112 (I.D.=48").
O CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF FONTANTA STD. DWG. 128
SEWER LATERAL TABLE
LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
1
10+69.93
DATE
NO
2
11+67.00
NO
3
11+88.34
NO
4
12+94.99
NO
5
13+14.89
NO
6
14+14.91
f 3%
NO
7
14+34.91
p
NO
8
15+33.13
2��5
NO
9
15+56.13
DESIGNED BY:TRAC
M
NO
10
16+49.13
NO
11
16+54.23
NO
12
15+61.24
DRAWING NO.:
3081
NO
13
15+43.13
NO
14
14+47.24
NO
15
14+24.91
NO
16
13+33.24
NO
17
13+06.20
NO
18
12+35.13
NO
JA692-1430\sewer\SEW02.dwg, 02/18/2002 11:45:23 AO, mjg
RE
THESE THE BASIS OFINFORMATION COMPILED AND
PARTSEEN
FURNISHED BY OTHERS THE ENGINEER WILL NOT 13E HAVE SEEN PREPARED, IN
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPOAATM INTO THE DOCUMENTS
A RESULTTHEREOR
BENCH MARK: 360 BASIS OF BEARINGS:
CITY OF FONTANA BENCH MARK. THE BASIS OF BEARINGS FOR THIS
NAIL IN POLE #1536704E AT MAP IS NO'02'39"W. BEING THE
SOUTH WEST CORNER OF LIME CENTERLINE OF ALMERIA AVENUE AS
AVENUE AND BASELINE ROAD SHOWN ON PARCEL MAP 3218,
ELEVATION: 1376.09 P.M.B. 29/15 WAS USED.
SCALE IN FEET
O 40 80 O
160
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.
CoQ oMgsY
�
No. 62183 N X
Exp: 9-30-05 P
�qTF cj v I%_ o��\
OFCA0k
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE INC.F.y� MADOLE AND ASSOCIATES, IN
10601 CHURCH STREET , STE. 107
RANCPHONE (909) 948-1311X 91 730
Date Z -u �'L
CITY OF FONTANA, CALIFORNIA
f 3%
4tr
p
DRAWN BY. MJG
SEWER IMPROVEMENT PLANS
006 .11
JACKSON R TRUNK
SCALE: 1"=40'
2��5
DESIGNED BY:TRAC
M
DATE:
FEB, 2002
01/28
12/4
CHECKED BY:
� MLB
P D BY:
0 �!= i�6Z
DRAWING NO.:
3081
r�
L
31
RCE 62183 EXP. 9-30-05
912
TY ENGINEER R.C.E. 51152 DATE
JA692-1430\sewer\SEW02.dwg, 02/18/2002 11:45:23 AO, mjg