HomeMy WebLinkAbout5604-41790
TRACT 19960
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
1
26+83.90
TRACT NO. 19960 & -2
AGAVE AVENUE
STA. 25-F50.00 TO STA. 32+61.85
NO
2
27+78.80
CHECKED BY:
WLI
NO
3
27+94.80
WEN ELL L. I ATSURU EXP. -30 8
NO
4
28+98.80
NO
5
29+14.80
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NO
6
30+18.80
NO
7
30+34.80
NO
8
31+36.79
NO
9
31+56.79
NO
10
32+45.25
NO
43
32+13.85
NO
44
31+13.12
NO
45
30+97.12
NO
46
29+87.12
NO
47
29+71.12
NO
48
28+63.12
NO
49
28+43.12
NO
50
27+35.12
NO
x�
'00
PROP. FS OVER
CL OF PIPE
C
DESIGN (LAT.)
AS -BUILT
BACKFLOW
MMMZ
27+77.56
TRACT NO. 19960 & -2
AGAVE AVENUE
STA. 25-F50.00 TO STA. 32+61.85
M"
DESIGNED BY:
GB / SCL
DATE:
DEC. 2016
CHECKED BY:
WLI
APPRO`. D BY:
6/8/17
DRAWING N0.
5604
4
WEN ELL L. I ATSURU EXP. -30 8
CITY LNGINEER R.C.E. 51152 DATE
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INSTALL 251.50 L.F. 8" EXTRA ,STRENGTH V.C.P. S
ANDIM1'1'/_\'1
I I\nV I IVV. I7JVV L
LOT "A"
PARK
TRACT 19960-2
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
1
27+77.56
TRACT NO. 19960 & -2
AGAVE AVENUE
STA. 25-F50.00 TO STA. 32+61.85
NO
TOLL FREE 'mmm1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
L.F. 8" EXTRA STRENGTH V.C.P. SEWER
AGAVE
REV. I REVISION DESCRIPTION
AVENUE
DATE I ENGR.I CITY I DATE
INSTALL 276.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
LU
a-
a -
CD
aCD O
LU z
� v
ai ti
M
DEER GRASS DRIVE
SEE SHEET 13
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.
y 1790
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.
-PROFILE
30RIZ 1"= 40'
VERT I"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120 16
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.
W,
7
JV
J:\126-2659\sewer\TR 19960\Sew04.dwg, 4/25/2017 2:18:58 PM, DWG To PDF.pc3
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
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it 3 N o. 36637 )3 ITl
r ;;u
Exp: 06-30-18
CIV 1 ��Q
TFOFCAL�FO�
WMADOLE 9302 PITTSBURGH AVE., SUITE 230
RANCHO
RANCHO CUCAMONGA, CA. 91730
909.481.6322
Engineering Communities for Life FAX 909.481.6320
DAT
IN -TRACT SEWER IMPROVEMENT PLANS
DRAWN BY:
SCL / DM /JAM
TRACT NO. 19960 & -2
AGAVE AVENUE
STA. 25-F50.00 TO STA. 32+61.85
SCALE:
AS SHOWN
DESIGNED BY:
GB / SCL
DATE:
DEC. 2016
CHECKED BY:
WLI
APPRO`. D BY:
6/8/17
DRAWING N0.
5604
4
WEN ELL L. I ATSURU EXP. -30 8
CITY LNGINEER R.C.E. 51152 DATE
W,
7
JV
J:\126-2659\sewer\TR 19960\Sew04.dwg, 4/25/2017 2:18:58 PM, DWG To PDF.pc3