HomeMy WebLinkAbout3040-44'
MIN
ENCASEMENT REQUIRED WHERE
'~ BOTTOM OF SD AND TOP OF LATERAL
t - `•
• - - IS LESS THAN 1'
.� _ • O
II�
4' MIN PER APWA STD PLAN 223-1 No
SECTION A -A DETAIL ON SHT 6 �
SECTION A -A
CONCRETE ENCASEMENT DETAIL 5 0 0 N
oma=
++
NTS •- II �
R/W 54' R/W
9. 6' 20' CL 20' 6' 1 4 /
5' F69EI 5' I // 000
3' 1 1 1 — i-
u-) 1 8' WATER l I I i 1%MAIN
36 STORM
INVERT \ vMz' �" A DRAIN
AT R/W 2.00% I
4' LATERAL 5' 22.5' A MIN 1\ �/ MAIN\��
OER
MAX MIN _
17.53' MIN 0.80'
25.04' MAX
n 4" SEWER LATERAL ENCASEMENT DETAIL
1'=10'
M
00w
SEWER
RALS LOCATION (
STATION)
LOT NO.
O
"AS BUILT" STA.
REMARKS
6
10+24.77 L
aD �
M-<
CL INT
11+26.78
L
11 Uj N
8
12+42.80 ROOSEVELT DRIVE
-f
co
I--=10+00.00
`n
12+60.56 L
ARLINGTON WAY
ROOSEVELT DRIVE
10
12+90.56 L
C14
ROOSEVELT DRIVE
38
SCAL.
7 9
CN
-
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EXISTING GROUND
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FUTURE 8 EXTRA
CONST 238.02 LF
CON ST 102.44 LF
N
STRENGTH VCP
8 EXTRA STRENGTH .VCP _
_ _ 8 -EXTRA 'STRENGTH VCP
PER DWG N0. 3037 _
_
PROFILE
SC ALES
HORIZ.
1
VERT.
1 _4
- - -
10+00
11+00 12+00 13+00
14+00
_
4'
MIN
ENCASEMENT REQUIRED WHERE
'~ BOTTOM OF SD AND TOP OF LATERAL
t - `•
• - - IS LESS THAN 1'
.� _ • O
II�
4' MIN PER APWA STD PLAN 223-1 No
SECTION A -A DETAIL ON SHT 6 �
SECTION A -A
CONCRETE ENCASEMENT DETAIL 5 0 0 N
oma=
++
NTS •- II �
R/W 54' R/W
9. 6' 20' CL 20' 6' 1 4 /
5' F69EI 5' I // 000
3' 1 1 1 — i-
u-) 1 8' WATER l I I i 1%MAIN
36 STORM
INVERT \ vMz' �" A DRAIN
AT R/W 2.00% I
4' LATERAL 5' 22.5' A MIN 1\ �/ MAIN\��
OER
MAX MIN _
17.53' MIN 0.80'
25.04' MAX
n 4" SEWER LATERAL ENCASEMENT DETAIL
1'=10'
M
00w
SEWER
RALS LOCATION (
STATION)
LOT NO.
O
"AS BUILT" STA.
REMARKS
6
10+24.77 L
M
C14
ROOSEVELT DRIVE
CL INT
11+26.78
L
11 Uj N
8
12+42.80 ROOSEVELT DRIVE
-f
ROOSEVELT DRIVE
I--=10+00.00
`n
12+60.56 L
ARLINGTON WAY
ROOSEVELT DRIVE
10
12+90.56 L
I'L 9 O 1--
ROOSEVELT DRIVE
38
SCAL.
7 9
CN
-
C1
C>
1 „= 40'
0 -)
o CD
10
T DR11/E
-� o
8
$
N
o_
MLCNO. 15841
5' PUE (TYP) CZ
��
�- O
0 Y:
• Z.
WG NO.:
4,
U
$ ..L
$
���
vL LPH
i / Z
R/W
3 3
8
L
--_ — CURB & GUTTER
—
3 -- -- --- --
, o —+ r
A
B C" o
13+00
W Ch
11+00 3 3 12+00
-
LOA P-
--
SD o
1 L
' w _ 1-A-
3 5' PUE (TYP) CURB do GUTTER �\ NI �/ 39
l /W _ - CO W.t a
CO CL
Z
AMERIGAN WAY 36 52 I W
SEES 10+100.00 ROOSEVELT DRIVE ARLINGTON WAY N
SHEET 3
=10+00.00 AMERICAN WAYSEE SHEET 5 M
H
N
CONSTRUCTION NOTES
1 INSTALL 8' EXTRA STRENGTH VCP SEWER
22 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
33 INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
5& INSTALL SEWER TERMINAL CLEANOUT PER CITY STD DETAIL 128
66 INSTALL 8' VCP STOPPER
8�— BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
ROOSEVELT DRIVE
RI Ccs R D D RPAW l Ill & " REV REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
rl'�Ir
00
Ii0VO111 Rfa rZD D IZ� I NCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
EXaZ3i �� THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
0 �.
�lgrFOF CALIF" ! BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
3 %02( STANDARDS IN EFFECT.
IRN HSS/pi,,\
�o pgTURCD t
Zrr
� No. 31681
* Exp. 12/31/04
\sJ CI VIV �\Q
lF ChoI
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 13'25'48» 242.04' 1032.58' 121.58'
B 5'47'10» 104.42' 1034.00' 52.25'
E: 1117breman,Inc.
H
C t� '
� Civil Engineering •Planning •Surveying -Public Works Awe
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982_ -7777
PREPARED UNDER THE SUPERVISION OF: -"Y /
QJt.Jt�,�' A/�s (d �i EM
HAROLD A. GARCELON R.C.E. 31681 DATE: (RC1
BY -
REF
D BY:
REF
) BY:
LEGEND
SEWER
RALS LOCATION (
STATION)
LOT NO.
DESIGN STA.
"AS BUILT" STA.
REMARKS
6
10+24.77 L
p Z l_
ROOSEVELT DRIVE
7
11+26.78
L
ROOSEVELT DRIVE
8
11+56.78
-f
ROOSEVELT DRIVE
9
12+60.56 L
1 Z 4- Co 1 L.
ROOSEVELT DRIVE
10
12+90.56 L
I'L 9 O 1--
ROOSEVELT DRIVE
SCAL.
o 0
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 13'25'48» 242.04' 1032.58' 121.58'
B 5'47'10» 104.42' 1034.00' 52.25'
E: 1117breman,Inc.
H
C t� '
� Civil Engineering •Planning •Surveying -Public Works Awe
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982_ -7777
PREPARED UNDER THE SUPERVISION OF: -"Y /
QJt.Jt�,�' A/�s (d �i EM
HAROLD A. GARCELON R.C.E. 31681 DATE: (RC1
BY -
REF
D BY:
REF
) BY:
LEGEND
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN UNE
W
WATER LINE
ST
STREET STATION
110+00.001
SEWER STATION
3
m
co
0
0 40
80
1"= 4040
scale
feet
i
N
O
Er
CITY OF FONTANA, CALIFORNIA
U WO
�o
SUMMIT HEIGHTS II
Q�
SCAL.
o 0
SEWER PLAN & PRC*1E
1 „= 40'
0 -)
o CD
T DR11/E
4 o
ATE:
MLCNO. 15841
11-26-01
%N
0 Y:
• Z.
WG NO.:
4,
i o
C4
� N
• O
30
8
%Q
ITY ENGINEER R.C.E. 51152 DATE: