HomeMy WebLinkAbout5604-10TRACT 19960 - 3
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
18
11+27.00
>1
YES
19
11+77.00
TACT
YES
20
12+27.00
YES
21
12+77.00
•
NO
22
13+33.00
66.4
YES
23
13+86.00
74.s
YES
24
14+36.00
��
YES
25
14+86.00
FM=
YES
26
15+36.00
oN
YES
27
16+13.57
3
YES
30
16+10.57
3
YES
31
15+39.00
YES
32
14+89.00
�
YES
33
14+39.00
80.4
YES
34
13+92.00
YES
35
13+39.00
1
YES
36
12+89.00
330.00'
NO
37
12+39.00
YES
38
11+89.00
YES
39
11+39.00
\ W
YES
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F
PROP. FG
CL OF -H
BLUE IRIS STREET
SEE SHEET 6
I
I
E
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1 ' 20'1 201 10'
BLUE IRIS STREET
SEE SHEET 6
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INST
19
VALLEY OAK LANE
N0. 19960
3
>1
1822
20
TACT
IN
23
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76.4
BLUE IRIS STREET
SEE SHEET 6
I
I
E
60'
30' 0'
1 ' 20'1 201 10'
BLUE IRIS STREET
SEE SHEET 6
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INST
TOLL FREE -qm�-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
BLUEBONNET WAY
REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE
.F.
1770
ell --PROFILE
i
at• i i
�
C:
,0
IT -re
19
VALLEY OAK LANE
N0. 19960
3
>1
1822
20
TACT
23
co
2
.L
64.4
66.4
72.6
74.s
59.1 7
2
Y I
FM=
4
4 4
oN
4
4
o+
3
3 3
27
3
3
3
o
v
PROP. RIIW
76.4
7
80.4
81.6
1
w -
0
Iv
1
-
PROP. C&G �
N 0°19'27" W
330.00'
- .
-
- a
\ W
W
_
W
4
W
PROP.0&G
4
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No -
-
3
-
3
PRO
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3
3
3
3
3
3
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4
4
4
4
4
d CD=
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64.8
66.8
6 7
70.7
72.6
r
+00
N 0°19'27" W
39
38
37
36
35
34
CD
C-0
-
TRACT
NO. 1996
- 3
TOLL FREE -qm�-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
BLUEBONNET WAY
REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE
.F.
1770
ell --PROFILE
i
at• i i
�
C:
,0
IT -re
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTIS IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDIITONS AND STANDARDS IN EFFECT.
BENCH MARK: BM # 6-7
SAN BERNARDINO COUNTY BENCHMARK
# 6-7. A BRASS DISK AT THE SOUTH-
EAST CORNER OF CASA GRANDE
AVENUE AND SIERRA AVENUE.
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9
TAKEN AS N 0110'30" W WAS USED AS
THE BASIS OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
(NMADOLE 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT N O. 19960-3
SCALE:
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322 SCL / DM /JAM BLUEBONNET WAY As SHOWN
Engineering Communities for life FAX 909.481.6320 DESIGNED BY: DATE:
GB / SCL STA. 10+00.00/TO STA. 16+61.66 DEC. 2016
J DAT CHECKED BY: APPROVE BY: DRAWING NO. 112
WEN ELL L. I A SURU EXP. 6 30-1 wLI 6/8/17 5604
CITY NGINEER R.C.E. 51152 DATE
L7J
J:\126-2659\sewer\TR 19960\SewlO.dwg, 4/25/2017 2:39:32 PM, DWG To PDF.pc3
VALLEY OAK LANE
SEE SHEET 5
2
Y I
24
25
26
27
=
o
76.4
7
80.4
81.6
mCD
0
4
4
4
�+
3
3
3
co II
I
CV
N 0°19'27" W
331.66'
CD
C-0
-
-
-
-
cr)
PROP. WATER
r -
vv
W
O
3
3
3
3
II
4
4
4
4
60'
U
76.5
> o.4
80.4
81 ' 6
30' 10'
10'
20'
20
33
32
31
30
_
CONSTRUCTION NOTES
VALLEY OAK LANE
1O
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
SEE SHEET 5
O2
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF FONTANA
STD. DWG. NO'S. 2000, 2001 & 2003
O3
INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF
FONTANA STD. DWG. NO. 2005.
O4
INSTALL BACKWATER VALVE DEVICE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTIS IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDIITONS AND STANDARDS IN EFFECT.
BENCH MARK: BM # 6-7
SAN BERNARDINO COUNTY BENCHMARK
# 6-7. A BRASS DISK AT THE SOUTH-
EAST CORNER OF CASA GRANDE
AVENUE AND SIERRA AVENUE.
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9
TAKEN AS N 0110'30" W WAS USED AS
THE BASIS OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
(NMADOLE 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT N O. 19960-3
SCALE:
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322 SCL / DM /JAM BLUEBONNET WAY As SHOWN
Engineering Communities for life FAX 909.481.6320 DESIGNED BY: DATE:
GB / SCL STA. 10+00.00/TO STA. 16+61.66 DEC. 2016
J DAT CHECKED BY: APPROVE BY: DRAWING NO. 112
WEN ELL L. I A SURU EXP. 6 30-1 wLI 6/8/17 5604
CITY NGINEER R.C.E. 51152 DATE
L7J
J:\126-2659\sewer\TR 19960\SewlO.dwg, 4/25/2017 2:39:32 PM, DWG To PDF.pc3