HomeMy WebLinkAbout5612-3PROFIL
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VERT 1 "= 4'
PLAN 1 "= 40' 10+00
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MA D O L E 9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
gineerin Communities for Life F 909.481.6320121
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RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
gineerin Communities for Life F 909.481.6320121
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RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
gineerin Communities for Life F 909.481.6320121
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INSTALL
INSTALL 235.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
n TTI
(S=0.0100)"
I 1 0-
11H10 12f00
VAIONT WAY
SEE SHEET 5 SEE SHEET 6 SEE SHEET 7 SEE SHEET 8
BLUEBERRY AVE. WINTERCRESS AVE. GRASSLAND AVE. COLLARD AVE. TRACT 19962 - 1 ( LATERALS)
LOT NO. DESIGN AS -BUILT BACKFLOW
45 12+81.65 NO
46 11+95.65 NO
47 11+79.65 NO
48 11+04.54 NO
49 10+36.25 NO
50 10+14.39 NO
51 10+00.00 NO
CONSTRUCTION 107FS
O INSTALL 10" EXTRA STRENGTH V.C.P. SEWER
O4 CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
O5 INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
PER CITY OF FONTANA STD. DWG. NO. 2005.
O6 INSTALL BACKWATER VALVE DEVICE
TOLL FREE _qwwnlwp� 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
VAIONT WAY
REVISION DESCRIPTION
LANTANA STREET
DATE I ENGR. I CITY I 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.
BENCH MARK: # B-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
TRACT 19962 ( LATERALS)
PREPARED UNDER THE SUPERVISION OF:
DESIGN
�oQ�toFLSs�w V \
= G y
No. 36637 C
Exp: 06-30-18 *
MA D O L E 9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
gineerin Communities for Life F 909.481.6320121
23
19+28.00
DRAWN BY:
DM I EH
DESIGNED BY:
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FCFCAL\F
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GBISCL
CHECKED BY:
WENDEL
L.IWA U U EXP. 30 8
WLI
TRACT 19962 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
23
19+28.00
NO
24
19+15.20
NO
25
18+65.14
NO
26
17+93.65
YES
27
17+77.65
YES
28
16+98.65
YES
29
16+72.65
NO
30
16+01.20
NO
31
15+71.20
NO
32
14+93.65
YES
33
14+77.65
YES
34
14+01.65
NO
NOTE
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL VERIFY
EXISTING LOCATION AND ELEVATION AT POINT OF CONNECTION AND
SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
CITY OF FONTANA, CALIFORNIA
IN—TRACT SEWER IMPROVEMENT PLANS
TRACT NO. 19962 AND 19962-1 SCALE:
LANTANA STREET STA 10+00.00 TO STA 19+28.00 : SHOWN
DATE:
VAIONT WAY STA 10+71.88 TO STA 11+95.68 NOV. 2016
APPROVE I DRAWING NO.
6/8/17 5612 3
CITY ENGINEER R.C.E. 51152 DATE 1 8
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J:\126-2659\sewer\TR 19962\SewO3.dwg, 4/26/2017 10:55:46 AM, DWG To PDF.pc3