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LANTANA ST.
SEE SHEET 3
CONSTRUCTION NOTES
1O 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
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 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
BLUEBERRY AVENUE
REVISION DESCRIPTION
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: # 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'
DEWBERRY ST.
SEE SHEET 2
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.
PREPARED UNDER THE SUPERVISION OF:
�oQROFLssiw ��
MAD O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY:
No. 36637 C RANCHO CUCAMONGA, CA. 91730 DM 1 EH
PHONE: 909.481.6322
Exp: 06-30-18 * ngineering Communities for Life FAX: 909.481.6320 DESIGNED BY:
�T C/V1�- ��\P1 GB/SCL
F�FCA0 J,w` 1/Z-\. DAT Z 4 ylCHECKED BY:
WET
E ELL L. IW SURU EXP. -30-1 WLI
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
TRACT 19962-1 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
19
10+57.00
YES
20
11+05.00
YES
21
11+74.50
YES
22
12+17.00
YES
23
12+70.00
YES
24
13+26.98
NO
19
20
21
22
23
24
25
26
27
28
29
30
31
15+45.00
YES
29
16+04.00
YES
30
16+55.00
Z
x 11
31
17+11.00
TRACT
N0. 19962
- 1
NO
33
16+58.00
55.1
1 20 1
2
10,
0'
35
15+48.00
1
'
14+93.00
YES
10' Q orfII
31.1
33.1
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37.1
39.1
41.0
43.0
45.0
39
49.0
50.9
52.9
40
12+73.00
p
YES
41
47
YES
42
11+77.50
3: 3:
43
X 11-
YES
q
10+60.00
YES
T:E
21
29 8
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6
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PROP. C & G N
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PROP. WATER
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3 10+00.00 Blueberry St.
- - - - - - -
-
- - -
- -
z 60.1
12+20.00 Lantana St.
N 0°41'12" W 360.00'
N 0°41'12" W
358.00'
PROP. WQ SD PROP. C & G `�'
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6
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6
6
6
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47.0
49.0
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52.9
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41
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19962
39
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38
37
3 6
35
34
33
32
8
s 1.s
LOT IH'
I
LANTANA ST.
SEE SHEET 3
CONSTRUCTION NOTES
1O 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
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 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
BLUEBERRY AVENUE
REVISION DESCRIPTION
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: # 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'
DEWBERRY ST.
SEE SHEET 2
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.
PREPARED UNDER THE SUPERVISION OF:
�oQROFLssiw ��
MAD O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY:
No. 36637 C RANCHO CUCAMONGA, CA. 91730 DM 1 EH
PHONE: 909.481.6322
Exp: 06-30-18 * ngineering Communities for Life FAX: 909.481.6320 DESIGNED BY:
�T C/V1�- ��\P1 GB/SCL
F�FCA0 J,w` 1/Z-\. DAT Z 4 ylCHECKED BY:
WET
E ELL L. IW SURU EXP. -30-1 WLI
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
TRACT 19962-1 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
19
10+57.00
YES
20
11+05.00
YES
21
11+74.50
YES
22
12+17.00
YES
23
12+70.00
YES
24
13+26.98
NO
25
13+81.98
YES
26
14+35.00
YES
27
14+90.00
YES
28
15+45.00
YES
29
16+04.00
YES
30
16+55.00
NO
31
17+11.00
NO
32
17+14.00
NO
33
16+58.00
NO
34
16+09.00
YES
35
15+48.00
YES
36
14+93.00
YES
37
14+38.00
YES
38
13+84.98
YES
39
13+29.98
NO
40
12+73.00
YES
41
12+20.00
YES
42
11+77.50
YES
43
11+08.00
YES
44
10+60.00
YES
CfIY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT N0.19962 -1
BLUEBERRY AVENUE
sra 10+00 00 To sra n+taoo
t� '�--- 6/8/17
CITY ENGINEER R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
NOV. 2016
DRAWING NO.
5612
160
En
J:\126-2659\sewer\TR 19962\SewO5.dwg, 4/26/2017 10:59:36 AM, DWG To PDF.pc3