HomeMy WebLinkAbout5604-8TRACT 19960-1
LOT NO.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
9
11+84.46
r,-,\ 12+17.41 TOPIARY LANE
NO
10
10+72.85
CHECKED BY:
wLI
NO
11
1 10+90.45
C/)o
NO
12
11+46.60
PROP. C& G
YES
13
12+40.60
N
YES
14
12+56.60
NO
15
13+50.60
NO
16
13+66.60
1
NO
17
14+60.10
1
NO
TRACT 19960-1
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
18
14+80.80
r,-,\ 12+17.41 TOPIARY LANE
NO
19
14+63.10
CHECKED BY:
wLI
NO
20
13+80.15
C/)o
NO
21
13+47.60
PROP. C& G
NO
22
12+70.95
N
NO
23
12+37.60
YES
24
12+37.60
YES
25
11+57.75
1
1 YES
26
11+36.60
1
1 NO
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1730 -
i
i�S� 030
CITRUS
AVENUE
TOLL FREE 'mmm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
P_=G OVER
OF PIPE
PROP. 3E
S. DRAIN
INSTALL 122.41 L.F. 8"lXTRA
STRENGTH V.C.P. SEWER
PROP. FS OV
CL OF PIPE
w
w
=A z
0o w-
z�-M
LU z
cq
L
+ N
" N N
INSTALL 126.00 L.F. 8" EXTR
STRENGTH V.C.P. SEWER
AGAVE AVENUE
SEE SHEET 2
c16
PREPARED UNDER THE SUPERVISION OF:
CL MH #1
N
PROP. C & G�
tgM�ADOLE 9a
3 2 PITTSBURGH AVE.,AVE SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
ineering Communities for Life FAX 909.481.6320
J �, DAT
IN -TRACT SEWER IMPROVEMENT PLANS
- -_
ll
M
r,-,\ 12+17.41 TOPIARY LANE
.
SCALE.
ASSHOWN
DESIGNED BY:
GB / SCL
DATE:
DEC. 2016
CHECKED BY:
wLI
=10+00.00 AGAVE AVE
DRAWING NO.
5604
wW
C/)o
CITY ENGINEER R.C.E. 51152 DATE
PROP. S.D.
PROP. C& G
X
8
N
LU
:2E
LU
40.6
-
N
o o
0
-
-
- ®
1E
(/J
A
o
w c=
c01
v
M o PROP. C& G
co
o LO
O
c /
C
CD . o
9
PROP. R W
PROP.RIW
REVISION DESCRIPTION
INSTALL 350.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
14
26 25 24 23 22 21 20 19
41.3 41.8(:K4)42.9 43.5 43.9
4 4 TRACT N0. 19966 4
3 3 PROP.RIW� 3 I I I
PROFILE
- ORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120
DATE PALM WAY
lig J I 1 II
DATE I ENGR.I CITY I DATE
OPIARY LANE
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.
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: BM # 6-7
SAN BERNARDINO COUNTY BENCHMARK
# 6-7. A BRASS DISK AT THE SOUTH-
EAST 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 01'1030" W WAS USED AS
THE BASIS OF BEARINGS FOR THIS MAP.
PARK
TRACT N0.
19962-1
CONSTRUCTION NOTES
1O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
2O 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.
4O INSTALL BACKWATER VALVE DEVICE
1
PREPARED UNDER THE SUPERVISION OF:
'-
N
PROP. C & G�
tgM�ADOLE 9a
3 2 PITTSBURGH AVE.,AVE SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
ineering Communities for Life FAX 909.481.6320
J �, DAT
IN -TRACT SEWER IMPROVEMENT PLANS
- -_
ll
M
TRACT N O. 19960 -1
TOPIARY LANE
STA 10+93.00 TO STA 17+01.41
.
SCALE.
ASSHOWN
DESIGNED BY:
GB / SCL
DATE:
DEC. 2016
CHECKED BY:
wLI
APPROVED BY: /
,d� 6/8/17
DRAWING NO.
5604
wW
END LL L. I TSURU EXP. 6 30- 8
CITY ENGINEER R.C.E. 51152 DATE
PROP. S.D.
PROP. C& G
PROP. WAT R
N
' '35'18"W 1
1 ---
-
-
-
- ®
1E
v
M o PROP. C& G
1
CD . o
CIL
PROP. R W
PROP.RIW
3
z No
3 N
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N
M
4 TRACT
3
N0. 199P ��
3
3
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4
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3
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41.6
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co
N
. 00
N m�
N MF
10
11
12
13
16
18
15
n
DATE I ENGR.I CITY I DATE
OPIARY LANE
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.
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: BM # 6-7
SAN BERNARDINO COUNTY BENCHMARK
# 6-7. A BRASS DISK AT THE SOUTH-
EAST 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 01'1030" W WAS USED AS
THE BASIS OF BEARINGS FOR THIS MAP.
PARK
TRACT N0.
19962-1
CONSTRUCTION NOTES
1O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
2O 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.
4O INSTALL BACKWATER VALVE DEVICE
1
W,
,N
7
J:\126-2659\sewer\TR 19960\Sew08.dwg, 4/25/2017 2:35:29 PM, DWG To PDF.pc3
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
�?Q'QOFLSSI��gI�'G
z° s3
�1
it 3 N o. 36637 C ITl
r
Exp: 06-30-18
C V
TFOFCAL�FO�
tgM�ADOLE 9a
3 2 PITTSBURGH AVE.,AVE SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
ineering Communities for Life FAX 909.481.6320
J �, DAT
IN -TRACT SEWER IMPROVEMENT PLANS
DRAWN BY:
SCL / DM /JAM
TRACT N O. 19960 -1
TOPIARY LANE
STA 10+93.00 TO STA 17+01.41
.
SCALE.
ASSHOWN
DESIGNED BY:
GB / SCL
DATE:
DEC. 2016
CHECKED BY:
wLI
APPROVED BY: /
,d� 6/8/17
DRAWING NO.
5604
6
2
END LL L. I TSURU EXP. 6 30- 8
CITY ENGINEER R.C.E. 51152 DATE
W,
,N
7
J:\126-2659\sewer\TR 19960\Sew08.dwg, 4/25/2017 2:35:29 PM, DWG To PDF.pc3