HomeMy WebLinkAbout3046-311w
1440
w
77
CL INT
10+00.00 REDHEAD WAY
=19+57.47 BRANT DRIVE
76
EXIsm GROUND
ABOVE SEWER
zga
FMIISIIED SURFACE
ABOVE SEWER
0
1500 1490
1490 1480
1480 1470
---s\ GUTTER ---' _\� I //�r --- I ---- j R/W
$ s s R l i 5' PUE (TYP) CURB do GUTTER
I ,
++/r
I
3 73 72 I 1 17 16
75+n 74 I
x 12+38 87 REDHEAD WAY ROSS WAY
N =10+00.00 ROSS WAY
SEWER
LATERALS
LOCATION (BY STATION)
LOT N0.
DESIGN
CONST 258.36 LF
"AS BUILT" STA. REMARKS
_
I
►-
.+
o
14+91.07
it
REDHEAD WAY
15
14+43.51
'
87 EXTRA STRENGTH VCP
16
13+83.51
R
�->
17
Ci
♦>
R
REDHEAD WAY
18
10+61.13
L
REDHEAD WAY
19
SCALES
L
PROFILE
cog
12+06.79
CONST 245.51 LF'
REDHEAD WAY
21
12+36.79
HORIZ.
1 =40
22
13+34.79
8- EXTRA STRENGTH VCP
REDHEAD WAY
23
VERT.
1 "=4!
REDHEAD WAY
10+00
11+00 12+00
13+00
14+00
15+00
o
C14
FINISHED SURFACE
WOOD
D UCK STREET
BRANT DRIVE2
c
OR
_
ABOVE SEWER �-
SEE SHEET 2
"'
x
��
SEE SHEET 5
17�111I
' 18
19 20
21
22
23
24 i
W�
l l
N
I
0
I
�
+
\�
RAN
/J
s
NCURB do GUTTER
5' PUE (TYP)s
s - - - - ------/
---
I
--�FF
1 3
13+00 3
3 14+00 NOO'03'O1�W
3
1 +150
11+00 3 N
�'
3 12+ 3
3[-@
1 'Co
3
3
1 3
3
3
/
3
---s\ GUTTER ---' _\� I //�r --- I ---- j R/W
$ s s R l i 5' PUE (TYP) CURB do GUTTER
I ,
++/r
I
3 73 72 I 1 17 16
75+n 74 I
x 12+38 87 REDHEAD WAY ROSS WAY
N =10+00.00 ROSS WAY
CONSTRUCTION NOTES
1& INSTALL 8- EXTRA STRENGTH VCP SEWER
O2 -- CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3O- INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6�- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
REDHEAD
`wCO RD 1)1ZRW 10 & 1,
0�1 _Ald ^
SSS *ww
10 'Y
WAW Na 31Mt
°` EV -1 3 t t
s 01V\�' !
' OF CAIS
IN NJ 100-
ff0rjftw=miq4
12
CL INT
15+11.29 REDHEAD WAY
=19+56.49 WOOD DUCK
1�1_ STREET
w•
81
ST = 9+95.00
GADWALL WAY f -1 O_+1
++
SEWER
LATERALS
LOCATION (BY STATION)
LOT N0.
DESIGN
STA.
"AS BUILT" STA. REMARKS
13
15+04.87
R
REDHEAD WAY
14
14+91.07
R
REDHEAD WAY
15
14+43.51
R
REDHEAD WAY
16
13+83.51
R
REDHEAD WAY
17
13+01.51
R
REDHEAD WAY
18
10+61.13
L
REDHEAD WAY
19
11+42.79
L
REDHEAD WAY
20
12+06.79
L
REDHEAD WAY
21
12+36.79
L
REDHEAD WAY
22
13+34.79
L
REDHEAD WAY
23
13+64.79
L
REDHEAD WAY
CONSTRUCTION NOTES
1& INSTALL 8- EXTRA STRENGTH VCP SEWER
O2 -- CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3O- INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6�- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
REDHEAD
`wCO RD 1)1ZRW 10 & 1,
0�1 _Ald ^
SSS *ww
10 'Y
WAW Na 31Mt
°` EV -1 3 t t
s 01V\�' !
' OF CAIS
IN NJ 100-
ff0rjftw=miq4
12
CL INT
15+11.29 REDHEAD WAY
=19+56.49 WOOD DUCK
1�1_ STREET
w•
81
ST = 9+95.00
GADWALL WAY f -1 O_+1
++
80
LO M
CL INT
LOT NO.
n 8 13 10+00.00 GADWALL WAY
STA.
=16+95.10 BRANT DRIVE
15 14p0
14+56.40
L
REDHEAD WAY
W
12+45.00
R
GADWALL WAY
o
12+23.71
R
GADWALL WAY
59
2
REV + MSWTM WE °'�' °n Ej� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
I FE-C.OIZD DIZAWIr�ICa 2-Oy H6 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.
W
J
Z
SEWER
LATERALS
LOCATION (BY STATION)
LOT NO.
DESIGN
STA.
"AS BUILT" STA. REMARKS
24
14+56.40
L
REDHEAD WAY
57
12+45.00
R
GADWALL WAY
58
12+23.71
R
GADWALL WAY
59
11+91.68
R
GADWALL WAY
60
11+33.68
R
GADWALL WAY
61
10+64.80
R
GADWALL WAY
72
11+84.31
R
REDHEAD WAY
73
11+05.51
R
REDHEAD WAY
74
10+40.51
R
REDHEAD WAY
75
10+15.51
R
REDHEAD WAY
v~i m ABOVE SEWER
x
REV + MSWTM WE °'�' °n Ej� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
I FE-C.OIZD DIZAWIr�ICa 2-Oy H6 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.
W
J
Z
10+00
8' EXTRA STRENGTH VCP
11+00
12+00
1490
1470
13+00
BRANT DRIVE MALLARD LANE
SEE SHEET 2 SEE SHEET 6
I
Go
I Go 3 I I 3
°° I I I co I I
I ? z
-- I 71 6
I I I 55
CURB R/W 5' PUE (TYP)
�--- do GUTTER - -- ----/ �
IO I 10 a 11+00 N00'03'01 -W 12+00
1
3 mw 3 3 / 56
C14* I // s CURB &TIER
Go Raw 5 PUE (TYP) __ 3 CL INT
I
12+52.00 GADWALL WAY
z� I 8 =14+16.77 MALLARD LANE
I C4 •r
Q 57
C4>-
CD
61 60 59 583
BRANT DRIVE01 CC
SEE SHEET 2 2
LEGEND
$r
COW
MH
MANHOLE
INT
INTERSECTION
♦J
409
SD
STORM DRAIN LINE
V3p
WATER LINE
ST
STREET STATION
O
SEWER STATION
N C9
N m
-Aims
N
x
u EXISTING GROUND
0C
(nc`
v~i m ABOVE SEWER
x
$
o
C14
FINISHED SURFACE
$
c
�
_
ABOVE SEWER �-
0
x
��
l l
II
r8�
„ 1
10+00
8' EXTRA STRENGTH VCP
11+00
12+00
1490
1470
13+00
BRANT DRIVE MALLARD LANE
SEE SHEET 2 SEE SHEET 6
I
Go
I Go 3 I I 3
°° I I I co I I
I ? z
-- I 71 6
I I I 55
CURB R/W 5' PUE (TYP)
�--- do GUTTER - -- ----/ �
IO I 10 a 11+00 N00'03'01 -W 12+00
1
3 mw 3 3 / 56
C14* I // s CURB &TIER
Go Raw 5 PUE (TYP) __ 3 CL INT
I
12+52.00 GADWALL WAY
z� I 8 =14+16.77 MALLARD LANE
I C4 •r
Q 57
C4>-
CD
61 60 59 583
BRANT DRIVE01 CC
SEE SHEET 2 2
LEGEND
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN LINE
W
WATER LINE
ST
STREET STATION
10+00.00
SEWER STATION
GADWALL
pFESS/ [30.137 Ha & reman, Inc.u Fb
Q�
�O SHUR
A Civil Engineering - Planning - Surveying - Public Works DRAYM BY:
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF
No. 31681 Z mm BY:
* Exp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF: REF
\��qlFCIVIC yl0 ZCWCKM BY
OF CAL\iHAROLD A. GARCELON R.C.E. 31681 DATE: �1 R
WAY
001
N
OI
i
1 "= 4040 0 40 80 3
scale feet y
0
0
CITY OF FONTANA, CALIFOPMA o
0
SLAODA
IT HEJGHTS I
�T
CD 0
SE TR PLAN & PRMLE
1 "= 40' e N
RhEAD WAY & GADWALL WAYN
® FATE:
TM NO. IN"11-21-01
Y. MIG NO.: S coN
'CITY ENGINEER51152 DATE --3046 7 Q