HomeMy WebLinkAbout3037-2SEWER LATERAL CROSSING
LOT NO. SEWER LATERAL STORM DRAIN REMARKS
INV AT CROSSING INV AT R/W BOTTOM OF PIPE AT CROSSING
32 1531.00 1538.17 1532.24
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
31
18+33.41
L
ROOSEVELT DRIVE
32
_
L
ROOSEVELT DRIVE
33
16+91.92
L
mw
ao o
p
34
16+61.92
L
ROOSEVELT DRIVE
15+58.13
L
ROOSEVELT DRIVE
36
15+28.13
L
,n u
: J W
37
14+24.35
L
ROOSEVELT DRIVE
_
13+94.35
L
ROOSEVELT DRIVE
35 34
40 0 40 80
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5' PUE (TYP)
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CONST 247.00 LF
-CONST 149.30 LF
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8
EXTRA STRENGTH VCP
8 EXTRA STRENGTH VCP
EX 8 EXTRA -
_
STRENGTH VCP
CONST 149.24 LF
P ROFILE
SCALES
-
_
PER DWG N0. 3040
8 EXTRA STRENGTH VCP
HORI Z
1
VERT.
1 =4*
-
_
13+00
14+00
15+00
16+00
17+00
18+00
19+00
SEWER LATERAL CROSSING
LOT NO. SEWER LATERAL STORM DRAIN REMARKS
INV AT CROSSING INV AT R/W BOTTOM OF PIPE AT CROSSING
32 1531.00 1538.17 1532.24
CURVE TABLE
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
31
18+33.41
L
ROOSEVELT DRIVE
32
17+85.00
L
ROOSEVELT DRIVE
33
16+91.92
L
ROOSEVELT DRIVE
34
16+61.92
L
ROOSEVELT DRIVE
35
15+58.13
L
ROOSEVELT DRIVE
36
15+28.13
L
ROOSEVELT DRIVE
37
14+24.35
L
ROOSEVELT DRIVE
38
13+94.35
L
ROOSEVELT DRIVE
CURVE TABLE
10
CURVE ANGLE
LENGTH
RADIUS
TANGENT
A 8 22'51'
151.25'
1034.00'
75.76'
B 13'54'30'
251.00'
1034.00'
126.12'
C 823'02'
151.30'
1034.00'
75.79'
SD - -
v
CURB & GUR/w
39
CONSTRUCTION NOTES
11 INSTALL 8' EXTRA STRENGTH VCP SEWER
CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
2&
103- INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
REMOVE SEWER TERMINAL CLEANOUT AND STOPPER AND JOIN PIPE
44 E
BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
33
R/W
- CURB & GUTTER
7+
O N
0-4
I
10
r*I i
17+51.21 ROOSEVELT .DRIVE
2
=10+00.00 COOLIDGE COURT
l� Q '
4
30
n
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w
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CL INT
14+99.70 ROOSEVELT DRIVE
3
SD - -
v
CURB & GUR/w
39
CONSTRUCTION NOTES
11 INSTALL 8' EXTRA STRENGTH VCP SEWER
CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
2&
103- INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
REMOVE SEWER TERMINAL CLEANOUT AND STOPPER AND JOIN PIPE
44 E
BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
33
R/W
- CURB & GUTTER
7+
O N
0-4
I
CL INT
r*I i
17+51.21 ROOSEVELT .DRIVE
2
=10+00.00 COOLIDGE COURT
A
Go
30
n
cog;
v=
Co
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n
3
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v a 38
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CL INT
14+99.70 ROOSEVELT DRIVE
3
3
=10+00.00 BUCHANAN LANE
ST STREET STATION
o o
^oma
36
10+00.00 SEWER STATION
++
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35 34
40 0 40 80
5' PUE (TYP)
3
3
scale feetLn
0
+00_
-� - - - - ----
SD - -
v
CURB & GUR/w
39
CONSTRUCTION NOTES
11 INSTALL 8' EXTRA STRENGTH VCP SEWER
CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
2&
103- INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
REMOVE SEWER TERMINAL CLEANOUT AND STOPPER AND JOIN PIPE
44 E
BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
33
R/W
- CURB & GUTTER
7+
O N
0-4
I
CL INT
r*I i
17+51.21 ROOSEVELT .DRIVE
=10+00.00 COOLIDGE COURT
MH MANHOLE
;;o co
30
INT INTERSECTION
31
R/W RIGHT OF WAY
'+ 2
n
3
SD STORM DRAIN LINE
0 0
5 ��
-
c1�
5
ST STREET STATION
- - -
C
3
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00141 142
BUCHANAN LANE C00 LIDGE COURT
SEE S = 9
HEET 6 SEE SHEET �
ROOSEVELT DRIVE
151 123
nvznLji N G''
3�� l W
LEGEND
CL CENTERLINE
MH MANHOLE
INT INTERSECTION
R/W RIGHT OF WAY
EX EXISTING
3
SD STORM DRAIN LINE
Q
W WATER UNE
Z i
Co
ST STREET STATION
10+00.00 SEWER STATION
o
40 0 40 80
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