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CL MH #5
10+00.00 AMBROSIA LN
17+12.83 BUSHBERRY AVE.
INSTALL 316.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
10+00 11+00
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20' 20
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27
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BUSHBERRY AVENUE
SEE SHEET 6
12+00
88.7 89.3
29 30
TRACT N0.19961-1
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PROP. R/W
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88.7 89.3
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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INSTALL 87.65 L.F. 8" EXTRA
STRENGTH W .P. SEWER
91.5
30
PROP. R/W
14
91.65
39
91.6
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4+00
PROP. FS OVER
CL OF PIPE
PROP. 8• WATER
INSTALL 316.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
15+00
93.1 94.5 96.0
31 32 33
5 TRACT N0.19961 5 5
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PROP.0&G 1
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93.1 94.596.0
AMBROSIA LANE
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APPLEWOOD AVENUE
SEE SHEET 8
17
98.0
16
95.4
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
TRACT 19961-1 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
27
10+62.00
CITY
YES
28
11+38.00
PREPARED UNDER THE SUPERVISION OF:
(t(mAD0LE;9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
gineering Communit for 'fe FAX 909.481.6320
�
K� �. DA `
YES
29
11+60.00
NO
30
12+48.00
NO
31
12+70.00
NO
32
12+67.00
NO
33
12+51.00
NO
34
11+57.00
DESIGNED BY:
GB
NO
35
11+41.00
YES
36
10+64.00
YES
TRACT 19961 (LATERALS)
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
AS -BUILT
REVISION DESCRIPTION
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 CONDMONS AND STANDARDS IN EFFECT.
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Z 3 No. 36637 c m
{r Exp: 06-30-18
q I V ��P
TFpFCAL�FO�
PREPARED UNDER THE SUPERVISION OF:
(t(mAD0LE;9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
gineering Communit for 'fe FAX 909.481.6320
�
K� �. DA `
NO
32
14+87.77
NO
33
15+09.77
NO
34
16+00.77
NO
35
15+90.77
NO
DRAWN BY:
DM I SCL
15+06.77
NO
37
14+90.77
DESIGNED BY:
GB
NO
38
13+87.67
NO
BY:
CHECKED BY:
WLI
13+71.67
NO
WEND
LL L. IWATSU U EXP. 613o-181
TRACT 19961 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
30
13+65.07
NO
31
13+90.67
NO
32
14+87.77
NO
33
15+09.77
NO
34
16+00.77
NO
35
15+90.77
NO
36
15+06.77
NO
37
14+90.77
NO
38
13+87.67
NO
39
13+71.67
NO
CONSTRUCTION NOTES
10- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY
OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003.
)_ INSTALL BACKWATER VALVE DEVICE.
O5 - INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER
CITY OF FONTANA STD. DWG. NO. 2005.
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT 19961 & -1 SCALE
AMBROSIA LANE AS SHOWN
DATE:
STA. 10+00.0p -To STA 1 +05.00 JANUARY 2017
APPROVED D'r { DRAWING NO.
�./ 6/8/17
CITY ENGINEER R.C.E. 51152 DATE 5608 g
r