HomeMy WebLinkAbout5604-610
AGAVE AVE.
SEE SHEET 3
52.7 6'l
� o
1 2'
a 4'
N --�
W
N
-co -
cV
N
- - 1.1 I
i
PROP.
CL C
PROP. 36'
S. DRAIN
- PROP. 30'
DRAIN -
INSTALL 261,00 L.F. 8" EXTRA STRENGTH V,C,P,
v
AGAVE AVE.
SEE SHEET 2
TRACT 19960 - 3
BASIS OF BEARINGS:
~w
DESIGN (LAT.) AS -BUILT
O�Q
1
26
NO
Q M
12+17.00
52.6
I L (-1 '=
=
J
52.5
YES
o `
3
YES
5
��RACT N0. 19960- 2
NO
�,
14+70.00
PROP.RNV-
II
15+37.00
NO
15
16+41.00
v
AGAVE AVE.
SEE SHEET 2
PROP
2
52.9
P. WATER W
OP.
10
N
3 z 11 CO
�C 3
a u
co
Um
m U
67 N 00
52.2 ± m o 52.7
86 85
TRACT 19960 - 3
BASIS OF BEARINGS:
LOT N0.
DESIGN (LAT.) AS -BUILT
BACKFLOW
1
11+42.00
NO
2
12+17.00
NO
3
13+23.00
YES
4
13+89.70
YES
5
14+19.70
NO
6
14+70.00
NO
7
15+37.00
NO
15
16+41.00
NO
16 1
16+81.00
NO
17
17+48.00
NO
40
18+61.00
NO
41
19+33.00
NO
42
19+72.95
NO
70
19+61.24
NO
71
18+71.00
NO
72
18+51.00
NO
73
17+67.00
NO
74
17+51.00
NO
75
16+67.00
NO
76
16+51.00
NO
77
15+67.00
NO
78
15+51.00
NO
PROP
2
52.9
P. WATER W
OP.
10
N
3 z 11 CO
�C 3
a u
co
Um
m U
67 N 00
52.2 ± m o 52.7
86 85
4636/
w4
d -r
0-
Uj
z mz
�p O N
O ti
RIVER ASH WAY
SEE SHEET 9
�tis' 3
54.4
30'
TRACT 19960 - 3
BASIS OF BEARINGS:
LOT N0.
DESIGN (LAT.) AS -BUILT
BACKFLOW
79
14+73.00
NO
80
14+39.00
NO
81
13+49.00
YES
82
13+29.00
YES
83
12+53.00
NO
84
12+31.00
NO
85
11+59.00
NO
86
11+29.00
NO
87
10+53.00
NO
4636/
w4
d -r
0-
Uj
z mz
�p O N
O ti
RIVER ASH WAY
SEE SHEET 9
�tis' 3
54.4
30'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
314.00 L.F. 8"
14
PROP. FS OVER
-CL OF PIPE
V.C.P. SEWER
16
4 5 6
54.9 55.5 56.1
3 3 TRACT NO 3 19960 -
w
LU
d F
o w�
LUm z
wz
o -
OO O C� N
O M V
00 V + d
+ V
L
PROP. 2,C
S. DRAIN
NSTALL 214.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
16
FLORA COURT
SEE SHEET 5
I
7 1
56.6 15 , 58.1
28' 28
3 10' 18' 18' , 0' Q3
al I I
16 17
58.7 59.1
3
PROP
LU
LU
d
d : Z
C)O W
Z � m
LU E: z
I=) -_
O O� M
4-
00
TALL 176.00 L.F. 8" EXTRA
18
BLUEBONNET WAY
SEE SHEET 11
I I
1 40
W
BENCH MARK: BM # 6-7
BASIS OF BEARINGS:
-
PROP.R/W
a
THE CENTERLINE OF CITRUS AVENUE AS
# 6-7. A BRASS DISK AT THE SOUTH-
SHOWN ON RECORD OF SURVEY 35/9
LU
LU
z
N
C"
x I,
d
m
3
N �U
O t
3
M - �
C
O O c
53.1
"co
O
c�0 O
3
FCDCD83
N��
4
N mO
II
84
53.7 2
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
314.00 L.F. 8"
14
PROP. FS OVER
-CL OF PIPE
V.C.P. SEWER
16
4 5 6
54.9 55.5 56.1
3 3 TRACT NO 3 19960 -
w
LU
d F
o w�
LUm z
wz
o -
OO O C� N
O M V
00 V + d
+ V
L
PROP. 2,C
S. DRAIN
NSTALL 214.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
16
FLORA COURT
SEE SHEET 5
I
7 1
56.6 15 , 58.1
28' 28
3 10' 18' 18' , 0' Q3
al I I
16 17
58.7 59.1
3
PROP
LU
LU
d
d : Z
C)O W
Z � m
LU E: z
I=) -_
O O� M
4-
00
TALL 176.00 L.F. 8" EXTRA
18
BLUEBONNET WAY
SEE SHEET 11
I I
1 40
W
BLUE IRIS STREET
30'
'.PROP. WATER I
- - N 89 40'n' E -
PROP. C & G 1
PROP. RIW
3 3
60.9
71
60.4
72
SEWER
PROP
42
cc
1750
-1740
PROFILE
- ORIZ 1"= 40'
VERT 1 "= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120
31
0
IJJ
J
Q
v
cf)
i , QQQ
77®-� I
66
00
:c
/
rn =
J /
1.0 "'
6
2 ( 67
OAK MOSS AVE.
SEE SHEET 12
CONSTRUCTION NOTES
0 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
O3 INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD
DWG. NO. 2005.
4O INSTALL BACKWATER VALVE DEVICE
1
BENCH MARK: BM # 6-7
BASIS OF BEARINGS:
6;
PROP.R/W
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
LU
LU
z
TAKEN AS N 01'10'30" W WAS USED AS
AVENUE AND SIERRA AVENUE.
3
3
3 ><
3
3
3 w�
DATE
3
3
3
3 Eo
4
4
M CL
w>
TRACT N0.
19960 -
m
m
m
QFtOFESS/pN
�z�L ���sG��
�,
w 3 N o. 36637 c m
� �
Exp: 06-30-18
ATF°FCA F°��
(NMADOLE 9a o
3 2 PITTSBURGH AVE, SUITE 23
RANCHO CUCAMON : 9 9.4.6322
� PHONE 909.481.6322 CA. 91730
Engineering Communities for Life FAX 909.481.6320
\ DATe4_
WEN ELL L. IW SURU EXP. -30- 8
SEWER IMPROVEMENT PLANS
Wpj N 00
00
O
00
CD cC
54.3
54.9
SCALE.
AS SHOWN
Q 55.6 * m �
56.3
56.8
-co
57.4
o '
58.0
58.6
59.2
59.8
o
CHECKED BY:
WLI
APPRO�!€D BY:
� . �j � 6/8/17
CITY tNGINEER R.C.E. 51152 DATE
DRAWING N0.
5604
6
2
co
82
81
80
79
78
77 2
II
76
75
74
73 211
BLUE IRIS STREET
30'
'.PROP. WATER I
- - N 89 40'n' E -
PROP. C & G 1
PROP. RIW
3 3
60.9
71
60.4
72
SEWER
PROP
42
cc
1750
-1740
PROFILE
- ORIZ 1"= 40'
VERT 1 "= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120
31
0
IJJ
J
Q
v
cf)
i , QQQ
77®-� I
66
00
:c
/
rn =
J /
1.0 "'
6
2 ( 67
OAK MOSS AVE.
SEE SHEET 12
CONSTRUCTION NOTES
0 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
O3 INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD
DWG. NO. 2005.
4O INSTALL BACKWATER VALVE DEVICE
1
90
1 110
5-
014
�i
a
I
L7M
J:\126-2659\sewer\TR 19960\Sew06.dwg, 4/25/2017 2:26:49 PM, DWG To PDF.pc3
BENCH MARK: BM # 6-7
BASIS OF BEARINGS:
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 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
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.
QFtOFESS/pN
�z�L ���sG��
�,
w 3 N o. 36637 c m
� �
Exp: 06-30-18
ATF°FCA F°��
(NMADOLE 9a o
3 2 PITTSBURGH AVE, SUITE 23
RANCHO CUCAMON : 9 9.4.6322
� PHONE 909.481.6322 CA. 91730
Engineering Communities for Life FAX 909.481.6320
\ DATe4_
WEN ELL L. IW SURU EXP. -30- 8
SEWER IMPROVEMENT PLANS
DRAWN BYIN-TRACT
SCL / DM /JAM
TRACT NO. 19960-3
BLUE IRIS STREET
STA 10+00.00 TO STA. 19+81.00
SCALE.
AS SHOWN
DESIGNED BY:
GB / SCL
DATE:
DEC. 2016
CHECKED BY:
WLI
APPRO�!€D BY:
� . �j � 6/8/17
CITY tNGINEER R.C.E. 51152 DATE
DRAWING N0.
5604
6
2
90
1 110
5-
014
�i
a
I
L7M
J:\126-2659\sewer\TR 19960\Sew06.dwg, 4/25/2017 2:26:49 PM, DWG To PDF.pc3