HomeMy WebLinkAbout5604-3TRACT 19960-2
LOT NO.
DESIGN ( LAT.)
AS -BUILT
BACKFLOW
2
25+39.64
TRACT NO. 19960-2
AGAVE AVENUE
STA. 16+50.00 0 STA. 25+W.00
YES
3
25+00.20
CHECKED BY:
WLI,
YES
4
24+54.49
EN
YES
5
23+89.99
NO
6
23+53.79
YES
7
23+06.60
YES
8
22+76.60
YES
9
22+11.99
YES
10
21+91.99
YES
11
21+20.00
YES
12
23+41.80
YES
13
20+36.98
YES
14
20+06.98
YES
15
19+46.70
YES
16
19+22.46
NO
17
18+57.54
NO
18
18+41.83
YES
32
18+98.88
NO
33
19+16.04
NO
34
19+84.80
YES
35
20+18.80
YES
36
20+81.80
YES
37
20+97.80
YES
38
21+71.80
YES
39
21+87.80
YES
40
22+32.80
YES
41
22+86.60
YES
42
23+41.80
YES
P. FS OVER
OF PIPE -
i36
O +I
JC
0- ry
ui
Lu
d � -
W > m Z
Z -
0
O � rn
coo
M O V
+ �
_7�
INSTALL 246.00 L.F. 0" EXTRA--
STRENGTH
XT -STRENGTH V.C.P. SEWER
19
17 16
62.0 62.8
3
(f� D=28°25'14' R=504.00'
rn= L=250.00' T=127.63'
rn rn -w
m _ r
N � 3 C
O
O
61.6
32
'AAAIAAAIAAAAAA, A,
15
64.2
W
ALL 296.00 L.F. 8" EXTRA STRENGTH &P. EWER
I�
00
Z
w >z
o L0
ti rn
M LO i
N i
N I
12 11 10 9
67.2 68.6 70.6 73.0
TRACT N0. 1996 - 2 21
PROP. R/W
PROP, C & G -�
N 41'33'06" E
PROP. C & G
1300.00'
PROP. 8" WATER
PROP. R/W
3 3 3 3
4 4 4 4
TRACT Nu. 19960 - 2
63.6 64.4 65.8 68 2
66.6 0
33 34 35 36 37
TOLL FREE -qmmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
AGAVE
DATE I ENGR.I CITY I DATE
PROP. FS OVER
CL OF PIPE
INSTALL 198.78 L.F. 8" EXTRA
H V.C.P. SEWE
24
w w I
d
a_ ~ Z
a_ -
0
W > Lu
co Z
Z -
QL)co - O
Z o v o
N00 co O
,,I-47 d ti
+ (9 +
N
INSTALL 251.50 L.F. 8" EXT
STRENGTH V.C.P. SEW€,
8 7 6 5 4
c� 'IT co 2 82.3 3 2
74.4 Z 0 76.7 78.8 80.9 0 N M 83.5 85.1
co N U Z � co
co
d II co X N 'N O
�U 0 dd
4 M oo 4 4 v '� co > 4
3 +* -
� 00 3 3 3 CN +�a 3 4
N CO H (Q U -'T
co
0 O 3 4
0 I 0Rj t I
N41 -16'09"E 202.78'
IT
1
3.5 5i.7 3
4
3 4
77.1
7 7
40 41 42
AVENUE
- W
VALLEY OAK AVENUE
SEE SFT 5
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.
o_ 0
0=47°59'51'(06
L=255.50 T=305.00' �
-135.79, h
1 N
'" \\4 S
4;V
LOT "A"
PARK /
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'
0
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9
TAKEN AS N 01'10'30" W WAS USED AS
THE BASIS OF BEARINGS FOR THIS MAP.
0 WO -PROFILE
N-HORIZ
VERT
..
SCALE IN FEET
-• :• 120 14
�O
C3
CONSTRUCTION NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG.
NO'S. 2000, 2001 & 2003
O INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD.
DWG. NO. 2005.
O INSTALL BACKWATER VALVE DEVICE
,N
7
J:\126-2659\sewer\TR 19960\Sew03.dwg, 4/25/2017 2:17:25 PM, DWG To PDF.pc3
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
�ROFLSS/
i1 3 No. 36637 C m
r
Exp: 06-30-18
V �,�
TFOFCAL�FO�
OLADOLE 9 a o
3 2 PITTSBURGH AVE, SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
ngineering Communities for Life FAX 909.481.6320
�, DATE./2, 7
IN-TRACT SEWER IMPROVEMENT PLANS
DRAWN BY:
SCL / DM / JAM
TRACT NO. 19960-2
AGAVE AVENUE
STA. 16+50.00 0 STA. 25+W.00
SCALE.
AS SHOWN
DESIGNED BY:
GB / SCL
DATE:
DEC. 2016
CHECKED BY:
WLI,
APPROVED BY:
6/8/17
DRAWING N0.yl
5604
EN
ELL L. W SURU EXP. -30-1
CITY ENGINEER R.C.E. 51152 DATE
,N
7
J:\126-2659\sewer\TR 19960\Sew03.dwg, 4/25/2017 2:17:25 PM, DWG To PDF.pc3