HomeMy WebLinkAbout5604-9TRACT 19960-2
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
43
17+08.55
YES
44
16+35.56
YES
45
15+23.50
NO
46
14+78.50
YES
47
14+33.50
YES
48
13+88.50
YES
49
13+43.50
YES
50
13+06.65
NO
51
12+60.56
NO
52
12+24.22
YES
53
11+76.00
YES
54
11+24.94
YES
55
11+31.41
YES
56
12+21.22
NO
57
13+03.64
NO
58
13+50+90
YES
59
13+95.91
YES
60
14+40.91
YES
61
14+86.33
YES
62
15+31.33
NO
63
15+99.06
YES
64
16+17.91
YES
TRACT 19960-3
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
28
17+31.20
YES
29
16+81.80
YES
INSTALL 312.21 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
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63.0 '
PROP.
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50
64.5
49
66.4
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TRACT
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58
INSTALL 246.14 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
48
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INSTALL 167.65 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
PROP,C&G � D=27°02'19" R-295.00
L=139.21' T=70.9
1
63
PRORRM
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.
N-HORIZ
VERT
I • .•
SCALE IN FEET
40 80 120 14
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N
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
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QFtOFESS
ION
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �z��� L i� �sG�� t��MADOLE 9 a o DRAWN BYIN-TRACT SEWER IMPROVEMENT PLANS
�, �, 3 2 PITTSBURGH AVE, SUITE 23 TRACT Nos. 19960-2 & -3
SCALE.
CA. 91730
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY w 3 No. 36637 c m RANCHOCUCAMONG9 9.4.6322
� � � ASSOCIA PHONE 909.481.6322 SCL / DM /JAM AS SHOWN
* Exp: 06-30-18 ngineering Communities for Life FAX 909.481.6320 DESIGNED BY: RIVER ASH WAY DATE:
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 6" GB / SCL STA. 10+00.00 TO 5'TA. ♦3929 DEC. 2016
gTFOFCq FO�� , DAT Z CHECKED BY: APPRnZ"D BY. / DRAWING N0.
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. WEN ELL L. IW TSURU EXP. 30- WLI•�/ 6/8/17 9
5604 12
CITY ENGINEER R.C.E. 51152 DATE
J:\126-2659\sewer\TR 19960\Sew09.dwg, 4/25/2017 2:37:31 PM, DWG To PDF.pc3