HomeMy WebLinkAbout5604-510
TRACT 19960 - 2
LOT N0.
DESIGN (LAT.)
---
BACKFLOW
-
___
o M
NO
66
9+96.73
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
NO
67
10+14.73
4
NO
68
10+88.73
CLa
=>15
NO
69
11+04.73
66.3
NO
70
11+83.73
10
TRACT 19960 - 2
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
65
9+24.73
o M
NO
66
9+96.73
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
NO
67
10+14.73
4
NO
68
10+88.73
CLa
=>15
NO
69
11+04.73
66.3
NO
70
11+83.73
DWG. NO. 2005.
NO
71
11+99.73
N co
NO
W
N 89032'57" E 80.00'
160'�I
BLUEBONNET WAY
SEE SHEET I
VALLEY OAK LANE
FS
V.C.P.
TOLL FREE -qm�-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
OGS
OAK MOSS AVE.
SEE SHEET 12
REVISION DESCRIPTION
PROFILE
ipRL 40'
VERT 1 "= 4'
PLAN 1"= 40'
SCALE IN FEET
0 40 80 120 160
DATE I ENGR.I CITY I DATE
BLUE IRIS ST.
SEE SHEET 6
C� SCALE: 1 " = 40'
TRACT No. 19960 - 3
8 9
CL MH#19 615
10+00.00 Flora Court 64.8
15+83.00 Blue Iris St.
7 4 3
56.6 � &G 3
= .
+ M j COQ G
_ R,3p0 00
0'`a �g g6 "16 58
CO
N 0°19'27" W "' 136.29' °O `14
O0 PROP. WATER -
- � -1 1 zl I
N'0 +I
N
M
_co O
N
II
U
e
1755
.III mol
BLUE IRIS ST.
SEE SHEET 6
TRACT 19960 - 3
LOT N0.
DESIGN (LAT.)
PROP. R/M J
BACKFLOW
U
c�
o M
3
3
3
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
x
�L6 58.1
4
4
NO
11
12+61.06
CLa
=>15
61.5
12
12+44.14
66.3
NO
13
11+75.04
DWG. NO. 2005.
YES
14
0�
N co
YES
BASIS OF BEARINGS:
O
INSTALL SEWER TERMINAL CLEANOUT PER CITY OF FONTANA STD. DWG NO. 2004.
O
O
0 D_
M O
14
# 6-7. A BRASS DISK AT THE SOUTH-
y
EAST CORNER OF CASA GRANDE
TAKEN AS N 0110'30" W WAS USED AS
'I
.III mol
BLUE IRIS ST.
SEE SHEET 6
TRACT 19960 - 3
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
8
11+63.14
CONSTRUCTION NOTES
YES
9
11+85.21
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
NO
10
12+64.68
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG.
NO
11
12+61.06
NO'S. 2000, 2001 & 2003
NO
12
12+44.14
INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD
NO
13
11+75.04
DWG. NO. 2005.
YES
14
11+58.85
INSTALL BACKWATER VALVE DEVICE
YES
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.
i
FLORA
COURT
CONSTRUCTION NOTES
1O
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
3O
INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD
DWG. NO. 2005.
4O
INSTALL BACKWATER VALVE DEVICE
BENCH MARK: BM # 6-7
BASIS OF BEARINGS:
O
INSTALL SEWER TERMINAL CLEANOUT PER CITY OF FONTANA STD. DWG NO. 2004.
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
EAST CORNER OF CASA GRANDE
TAKEN AS N 0110'30" W WAS USED AS
AVENUE AND SIERRA AVENUE.
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 N0.19960-2 & -3
SCALE:
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322 SCL / DM /JAM AS SHOWN
Engineering Communities for life FAX 909.481.6320 DESIGNED BY: VALLEY OAK LANE STA. 9+20.00 TO STA. 12+10.80 DATE:
GB / SCL FLORA COURT a 10+oo.00 TO STA. 12+8625 DEC. 2016
L'�J&W L DAT CHECKED BY: APPROWD BY: DRAWING NO.A
WEN ELL L. IW TSURU EXP. -30- 8 WLI 6/8/17 5604
CITY NGINEER R.C.E. 51152 DATE
L7J
J:\126-2659\sewer\TR 19960\Sew05.dwg, 4/25/2017 2:24:37 PM, DWG To PDF.pc3