HomeMy WebLinkAbout3046-41490
110
1470
92
ST = 9+95.14 10+a
PINTAIL WAY - 11+9;
co
g >_ g� -
+oil
EXISTING MOUND
w t-- ABOVE SEWER
N r.. NX
V
/
8
� � N FM891ED SIBIFACE � � / /
N t3 ABOVE SEWER
A
EX TKA 5 TREND TH VW
F-
W
C
%8
c3 0
23
a� a�
z
N a - it;
10+00 11+00 12+00 13+00 14+00 15+00
BRANT DRIVE
SEE SHEET 2
1
31: 1 94 95 96 97
;00
l
"1- ----- - CURB & GUTTER
-------- ---- -- -----
I I
I _
10 3 11+N00'01'35"E 3 12+00 N �' 3 13+00
�. SD 5 3 3 3 -
Al
V V ' - C491
CURBCL INT3r43
R/W
10+92.00 PINTAIL 9+99.98 BRANT zI 42 41
BRANT DRIVE
SEE SHEET 2
SEWER
SEWER
LATERAL CROSSINGS
LOT NO.
SEWER
LATERAL
STORY DRAIN REMARKS
38
INV AT CROSSING INV AT RFW
BOTTOM OF PIPE AT CROSSING
42
14.71.70
1477.17
1472.73
[777;3
1470.90
1476.17
1472.36
Al
V V ' - C491
CURBCL INT3r43
R/W
10+92.00 PINTAIL 9+99.98 BRANT zI 42 41
BRANT DRIVE
SEE SHEET 2
CONSTRUCTION NOTES
1�INSTALL 8' EXTRA STRENGTH VCP SEWER
2a-- CONSTRUCT 480 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
INSTALL 4` EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
5� CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 6 AND PER APWA STD
PLAN 223-1 CASE D ON SHT 7
6a- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
40 0�
g
~I
in
W
98 1 99
5' PUEI(TYP)
m
N
rn
N
100 LC
4
LC
1470
CL INT
101 15+96.79 PINTAIL WAY
=10+00.00 WOOD DUCK
STREET
14+00 s 15+ \\
3 - 102
i
-----------\
\\ CID ---
z I
1 103
37 3
WOOD DUCK STREET
SEE SHEET 5
SEWER
LATERALS
LOCATION (BY STATION)
LOT NO.
DESIGN
STA.
"AS BUILT" STA. REMARKS
38
13+68.57
R
PINTAIL WAY
39
12+77.59
R
PINTAIL WAY
40
12+50.04
R
PINTAIL WAY
41
11+65.04
R
PINTAIL WAY
42
11+35.09
R
PINTAIL WAY
43
10+63.92
R
PINTAIL WAY
44
10+60.11
L
CANVASBACK WAY
45
11+36.38
L
CANVASBACK WAY
L46
11+85.79
L
CANVASBACK WAY
47
12+21.07
L
CANVASBACK WAY
CONSTRUCTION NOTES
1�INSTALL 8' EXTRA STRENGTH VCP SEWER
2a-- CONSTRUCT 480 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
INSTALL 4` EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
5� CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 6 AND PER APWA STD
PLAN 223-1 CASE D ON SHT 7
6a- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
40 0�
g
~I
in
W
98 1 99
5' PUEI(TYP)
m
N
rn
N
100 LC
4
LC
1470
CL INT
101 15+96.79 PINTAIL WAY
=10+00.00 WOOD DUCK
STREET
14+00 s 15+ \\
3 - 102
i
-----------\
\\ CID ---
z I
1 103
37 3
WOOD DUCK STREET
SEE SHEET 5
REV REW" DESCRIPTION DATE ENGR. =CITYDATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1ZECOizD piZP•w1tAEj 2-0q NG 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.
1490 03CD zs
s
+p^^
+o
N> eZ
NV Nm
1480
1470
co
10+00
FINISHED SURFACE
ABOVE SEWER
EXISTING GROUND
ABOVE SEINER
I-�
8" EXTRA STRENGTH VCP
11+00
12+00
.TI
�I
1470 I
13+00
BRANT DRIVE
SEE SHEET 2
N I i 4 4 4 5 4 6 4 7 4 8 CL INT
+52.00 CANVASBACK WAY
�I 3 I
8 Q I I =10+00.00 MALLARD LANE
O
z `\ 5' PUE (TVP) R/W CURB do GUTTER / -
- I N ` ---- -- -- - ---
ST =12+47.02
ST49 CANVASBACK
CANVASBACK WAY 10+00.00 I 3 3 12+52.00 WAY
=14+75.00 10 N00'0135 E 3 00 11+00 V) 3 3 12+00 \ =10+00.00 2
CL MH #2C> - CL MH 12
_001 -_
87 I W
11L!2
Ci- INT
0+00.00 CANVASBACK WAY IC=___=1
CURB do GUTTER - - - - - - ---
=12+78.00 BRANT DRIVE I 3 Aq1 R 5' PUE (TYP) \ Go
I�
_67 66 I I 3 / 50
Go 3 I /
86 IF
. i
BRANT DRIVE MALLARD LANE
SEE SHEET 2 SEE SHEET 6
`' R�e.�tZ� DR�VU ►NUS►
Qa�F�o 2(z)(oc�
LEGEND
CL CENTERLINE CANVASBACK WA 6 �� q
MH MANHOLE
INT INTERSECTION`�'J,� c V t �'
R/W RIGHT OF WAY�FCat�
SD STORM DRAIN LINE
W WATER LINE
ST STREET STATION
10+00.00 SEWER STATION
01 A%, I&
A�46�N SHUA u re
nc,
� c�F� A Civil Engineering • Planning - Surveying • Public Works A04 BY.
No. 31681 z 1 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669 - 909-982-7777 REF
.A Exp. 12/31/04 * PREPARED UNDER TH SUPERVISION OF: ED BY:
/ REF
CIVIC �� 04AJ 41 Z CHECKED BY
OF CA�\F H ROLD A. GARCELON R.C.E. 31681 DATE: (Z[, RL1
0
1 "= 4040 0 40 80 3
scale feet
0
CRY OF FONTANA, CALIFORNIA
v
SM"IT HEIGHTS N IF
a
SEWPLAN & PROFLE "�`
ER
1 "= 40'
PWAL WAY & CANVASBACK WAY00
ATE:
ITIACT,-W. IN" 11-21-01
Y. DWG NO.:U
4 W
S" L
0.
CI N 1R.C.E.51152 15A_T_- 7
0
0
T
N
0
i
CN
0
N
0
N
SEWER
LATERALS
LOCATION (BY STATION)
LOT NO.
DESIGN
STA.
"AS BUILT" STA. REMARKS
48
12+38.32
L
CANVASBACK WAY
94
10+73.92
L
PINTAIL WAY
95
11+60.04
L
PINTAIL WAY
96
11+90.04
L
PINTAIL WAY
97
13+46.06
L
PINTAIL WAY
98
13+20.04
L
PINTAIL WAY
99
14+20.04
L
PINTAIL WAY
100
15+68.03
L
PINTAIL WAY
101
14+98.71
L
PINTAIL WAY
REV REW" DESCRIPTION DATE ENGR. =CITYDATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1ZECOizD piZP•w1tAEj 2-0q NG 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.
1490 03CD zs
s
+p^^
+o
N> eZ
NV Nm
1480
1470
co
10+00
FINISHED SURFACE
ABOVE SEWER
EXISTING GROUND
ABOVE SEINER
I-�
8" EXTRA STRENGTH VCP
11+00
12+00
.TI
�I
1470 I
13+00
BRANT DRIVE
SEE SHEET 2
N I i 4 4 4 5 4 6 4 7 4 8 CL INT
+52.00 CANVASBACK WAY
�I 3 I
8 Q I I =10+00.00 MALLARD LANE
O
z `\ 5' PUE (TVP) R/W CURB do GUTTER / -
- I N ` ---- -- -- - ---
ST =12+47.02
ST49 CANVASBACK
CANVASBACK WAY 10+00.00 I 3 3 12+52.00 WAY
=14+75.00 10 N00'0135 E 3 00 11+00 V) 3 3 12+00 \ =10+00.00 2
CL MH #2C> - CL MH 12
_001 -_
87 I W
11L!2
Ci- INT
0+00.00 CANVASBACK WAY IC=___=1
CURB do GUTTER - - - - - - ---
=12+78.00 BRANT DRIVE I 3 Aq1 R 5' PUE (TYP) \ Go
I�
_67 66 I I 3 / 50
Go 3 I /
86 IF
. i
BRANT DRIVE MALLARD LANE
SEE SHEET 2 SEE SHEET 6
`' R�e.�tZ� DR�VU ►NUS►
Qa�F�o 2(z)(oc�
LEGEND
CL CENTERLINE CANVASBACK WA 6 �� q
MH MANHOLE
INT INTERSECTION`�'J,� c V t �'
R/W RIGHT OF WAY�FCat�
SD STORM DRAIN LINE
W WATER LINE
ST STREET STATION
10+00.00 SEWER STATION
01 A%, I&
A�46�N SHUA u re
nc,
� c�F� A Civil Engineering • Planning - Surveying • Public Works A04 BY.
No. 31681 z 1 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669 - 909-982-7777 REF
.A Exp. 12/31/04 * PREPARED UNDER TH SUPERVISION OF: ED BY:
/ REF
CIVIC �� 04AJ 41 Z CHECKED BY
OF CA�\F H ROLD A. GARCELON R.C.E. 31681 DATE: (Z[, RL1
0
1 "= 4040 0 40 80 3
scale feet
0
CRY OF FONTANA, CALIFORNIA
v
SM"IT HEIGHTS N IF
a
SEWPLAN & PROFLE "�`
ER
1 "= 40'
PWAL WAY & CANVASBACK WAY00
ATE:
ITIACT,-W. IN" 11-21-01
Y. DWG NO.:U
4 W
S" L
0.
CI N 1R.C.E.51152 15A_T_- 7
0
0
T
N
0
i
CN
0
N
0
N