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INSTALL 326.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
TRACT 19960
AGAVE AVENUE
DESIGN (LAT.)
AS -BUILT
BACKFLOW
27
10+57.00
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28
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NO'S, 2000, 2001 & 2003
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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TRACT 19960
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1 3 3
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PROP. 24'
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DATE PALM WAY
SEE SHEET 8
CONSTRUCTION NOTES
ORCHARDSTREET
O 1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG.
NO'S, 2000, 2001 & 2003
G INSTALL
4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD.
DWG. NO. 2005.
BENCH MARK: BM # 6-7
BASIS OF BEARINGS:
O INSTALL
BACKWATER VALVE DEVICE
SAN BERNARDINO COUNTY BENCHMARK THE CENTERLINE OF CITRUS AVENUE AS
# 6-7. A BRASS DISK AT THE SOUTH- SHOWN ON RECORD OF SURVEY 35/9
O LAY WYES FLAT
EAST CORNER OF CASA GRANDE
TAKEN AS N 01'10'30" W WAS USED AS
AVENUE AND SIERRA AVENUE.
THE BASIS OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
PREPARED UNDER THE SUPERVISION OF:
CITY
OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
_S/ON
QFtOFE
L /��sG
SEWER IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
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0CMADOLE
DRAWN BYIN-TRACT
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2 PITTSBURGH AVE, SUITE 23
TRACT N O. 19960-1
SCALE.
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
w 3 N o. 36637 c mASSOCIA
IfS,INC.RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322 PHONE:
/ DM /JAM
ORCHARD STREET
ASSHOWN
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
Exp: 06-30-18
Engineering Communities for Life FAX 909.481.6320
DESIGNED BY:
GB / SCL
STA. 10+00.00 TO STA 19+95.00
DATE:
DEC. 2016
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
�TFOFCAL F°��
DATi�
CHECKED BY:
APPROVE D BY: f= - -
DRAWING NO.
7
WEN ELL L. I ATSURU EXP. -30- 8
WLI
Gov" -j' 6/8/17
5604
CITY ENGINEER R.C.E. 51152 DATE
2
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