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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WrrHIN TWO
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CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
ngineering Communities for Life FAX: 909.481.6320
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A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
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CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
YES
28
OF BEARINGS FOR THIS MAP.
TRA(.#T
N0. 19962
-2
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REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WrrHIN 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.
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THE CENTERLINE OF CITRUS AVENUE AS
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YES
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
YES
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
YES
28
OF BEARINGS FOR THIS MAP.
TRA(.#T
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-2
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REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WrrHIN 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.
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PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
ngineering Communities for Life FAX: 909.481.6320
DATE
C
32
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INSTALL 295.50 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
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BENCH MARK: # B-7
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AS -BUILT
BACKFLOW
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
YES
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
YES
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
YES
28
OF BEARINGS FOR THIS MAP.
TRA(.#T
N0. 19962
-2
15+46.98
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WrrHIN 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.
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PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
ngineering Communities for Life FAX: 909.481.6320
DATE
YES
32
14+11.98
YES
33
13+69.98
YES
34
13+23.98
YES
35
12+76.98
40
NO
39M
12+31.98
38
37
37
36
YES
35
34
33
32
CHECKED BY:
31
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27
26
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� SCALE:
CONSTRUCTION NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O INSTALL 10" EXTRA STRENGTH V.C.P. SEWER
O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
O CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
O INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
PER CITY OF FONTANA STD. DWG. NO. 2005.
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
7(:6a)
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BASIS OF BEARINGS:
AS -BUILT
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SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
YES
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
YES
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
YES
28
OF BEARINGS FOR THIS MAP.
TRA(.#T
N0. 19962
-2
15+46.98
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WrrHIN 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.
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MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
ngineering Communities for Life FAX: 909.481.6320
DATE
YES
32
14+11.98
YES
33
13+69.98
YES
34
13+23.98
YES
35
12+76.98
40
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12+31.98
38
37
37
36
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35
34
33
32
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31
30
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27
26
10+60.00
25
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LANTANA
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SEE SHEET 3
WINTERCRESS
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CONSTRUCTION NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O INSTALL 10" EXTRA STRENGTH V.C.P. SEWER
O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
O CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
O INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
PER CITY OF FONTANA STD. DWG. NO. 2005.
O INSTALL BACKWATER VALVE DEVICE
TOLL FREE _qwwnlwp� 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
7(:6a)
3(:6q)
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
TRACT 19962-2 ( LATERALS)
BENCH MARK: # B-7
BASIS OF BEARINGS:
AS -BUILT
BACKFLOW
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
YES
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
YES
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
YES
28
OF BEARINGS FOR THIS MAP.
NO
ELEVATION: 1739.006'
15+46.98
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WrrHIN 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.
FtOFESS/n
I I Q _ ITsF 1
' �'
=G Z
_)3m
3 No. 36637 C
�r Exp: 06-30-18 *
TFOFCAL �FO�
C / V k\- ��PLA92
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
ngineering Communities for Life FAX: 909.481.6320
DATE
YES
32
14+11.98
YES
33
13+69.98
YES
34
13+23.98
YES
35
12+76.98
NO
DRAWN BY:
DM / EH
12+31.98
YES
37
11 +86.98
DESIGNED BY:
GB / SCL
YES
38
11+44.00
YES
CHECKED BY:
10+96.98
YES
40
10+57.00
YES
41
10+60.00
YES
42
WLI
WEN ELL L. IWATSURU EXP. 6-60-18
YES
43
11+54.00
YES
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
TRACT 19962-2 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
25
17+26.98
YES
26
16+81.98
YES
27
16+36.98
YES
28
15+91.98
NO
29
15+46.98
NO
30
15+01.98
YES
31
14+56.98
YES
32
14+11.98
YES
33
13+69.98
YES
34
13+23.98
YES
35
12+76.98
NO
36
12+31.98
YES
37
11 +86.98
YES
38
11+44.00
YES
39
10+96.98
YES
40
10+57.00
YES
41
10+60.00
YES
42
10+99.98
YES
43
11+54.00
YES
44
11+89.98
YES
45
12+34.98
NO
46
12+79.98
NO
47
13+26.98
YES
48
13+72.98
YES
49
14+14.98
YES
50
14+59.98
YES
51
15+04.98
YES
52
15+49.98
NO
53
15+94.98
NO
54
16+39.98
YES
55
16+84.98
YES
56
17+29.98
YES
57
17+74.98
NO
58
18+33.98
NO
160 1
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT NO. 19962-2 SCALE:
WINTERCRESS AVENUE ASSHOWN
:
STA. 10+00.00 TO STA. 18+38.00 NOV. 2016
APPROVE_? I DRAWING NO.
6/8/175612
CITY ENGINEER R.C.E. 51152 DATE 5612 g
L7M
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