20160706_Outfall_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_6_-_10.pdf
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- AG-2B46-S-16-0011
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WCS E:
FUNISH AND INSTALL
4' X 5' PRECAST
WATER CONTROL STRUCTURE
TOP OF RISER: 1.65
FIXED PLATE: -0.50
INV. IN: -3.75
EXISTING WATER CONTROL
STRUCTURE AND CMP
TO BE REMOVED AND
PROPERLY DISPOSED
.0
TEMPORARY DEWATERING CONTAINMENT
DEVICE PER PRECAST FABRICATION
ENGINEER AND / OR PERMITTING AGANCY
(TYP.)
73+00
73+82
REMOVE AND DISPOSE OF
EXISTING CMP AND WATER
CONTROL STRUCTURE PER
CONSTRUCTION SPECIFICATIONS
CONTRACTOR SHALL FURNISH AND INSTALL
HEADWALL , ENDWALL AND ADDITIONAL
PIPE SUPPORT (IF NEEDED) PER PRECAST
FABRICATION ENGINEER'S SHOP DRAWINGS.
(TYP.) CONTRACTOR SHALL FURNISH AND INSTALL
SLOPE PROTECTION PER SPECIFICATIONS AND DETAILS
EXISTING PATH
CONTRACTOR SHALL PROVIDE
UNIFORM SLOPE TO EXISTING
DITCH AND WATER CONTROL
STRUCTURE
WSC-E -0+85.00-1+20.00
EXISTING GRADE
MEAN WSE
ELEV: 0.50
REMOVE AND DISPOSE OF
EXISTING WATER CONTROL
STRUCTURE AND CMP PER
CONSTRUCTION SPECIFICATIONS
FURNISH AND INSTALL 1 - 42 IN HDPE
AASHTO M 294 'S' 33.00 LF
INV. IN: -2.35
INV. OUT: -2.35
PROPOSED GRADE
FUNISH AND INSTALL
4' X 5' PRECAST
WATER CONTROL STRUCTURE
WITH HEADWALL
TOP OF RISER: 1.65
FIXED PLATE: -0.50
INV. IN: -2.35
FIXED PLATE
ELEV:-0.50
-Horizontal
GRADE BREAK STA = 0+12.89
ELEV = 1.65
GRADE BREAK STA = 0+20.12
ELEV = 3.15
GRADE BREAK STA = 0+35.34
ELEV = 3.15
GRADE BREAK STA = 0+43.05
ELEV = 1.65
-0+85 -0+50 0+00
0+50
1+00 1+20
CONTRACTOR SHALL FURNISH AND INSTALL
HEADWALL , ENDWALL AND ADDITIONAL
PIPE SUPPORT (IF NEEDED) PER PRECAST
FABRICATION ENGINEER'S SHOP DRAWINGS.
(TYP.)
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
T L
A N
D
R
E S
E R
V E
P
R O
G R
A M
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A R
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W A
T E
R
C
O N
T R
S
T R
U C
T U
SHEET: of 15
9/14/2012
D S
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C H
K
A P
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N o
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C R
I P
T I O
N A
P V
D B
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A T
E
J D
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D L
T L
R J D
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I S
S U
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F
B
I
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S T
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C T
I O
N
J D
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D A
T E
ISSUED FOR BID / CONSTRUCTION
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R T
I C
A
S
A
L E
1.0
2.0
4.0
6.0
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN SPOIL PILE
AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED
AND EXISTING GRADE.
4. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL
REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR
DETAILED INFORMATION.
I S
S U
O N
S T
R U
C T
I O
N
J D
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NORTH 9+00.00-18+00.00
NORTH 18+00.00-27+00.00
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
STA:13+75.34
ELEV:2.25
STA:14+77.18
ELEV:2.25
STA:23+09.27
ELEV:2.25
STA:23+39.97
ELEV:2.25
2+00
41+00
41+16
2+00
41+00
NORTH 36+00.00-41+15.62
36+50
37+00
37+50
38+00
38+50
39+00
39+50
40+00
40+50
41+00
STA:36+35.32
ELEV:2.25
STA:38+77.10
ELEV:2.25
12.0'
CONTRACTOR TO INSURE
SMOOTH TRANSITION AND
POSITIVE DRAINAGE TO
EXISTING GRADE (TYP.)
DESIGN HEIGHT
CONTRACTOR SHALL ADD
3" (0.25') OF TOPSOIL FOR CAPPING
O U
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A L L
F
A R
M S
N O
R T
H
P
A T
H W
A Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
9/14/2012
SCALE AS SHOWN
W E
T L A
N
S
E R
O
G R
A M
SHEET: of 15
D S
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A P
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C R
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N A
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A T
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D L
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R J D
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I S
S U
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S T
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I O
N
J D
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D A
T E
PLAN VIEW
SCALE: 1" = 150'
ISSUED FOR BID / CONSTRUCTION
HORIZONTAL SCALE: 1" = 40'
40200 80 120
V E
R T
I C
A L
S
C A
L E
2.0
4.0
8.0
12.0
PROPOSED
WATER CONTROL
STRUCTURE A
(SEE SHEET 4)
EXISTING NORTH PATH
PROPOSED GRADING
START STA: 13+75.34
END STA: 14+77.18
PROPOSED GRADING
START STA: 23+09.27
END STA: 23+39.97
PROPOSED GRADING
START STA: 36+35.32
END STA: 38+77.10
PROFILE VIEW
(1" = 40' HORIZ., 1" = 4.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED
AND EXISTING GRADE.
3. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL
REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR
DETAILED INFORMATION.
4. CONTRACTOR TO DISPOSE OF ALL SPOIL, WAIST AND DEBRIS PER
CONSTRUCTION PLANS AND SPECIFICATIONS
NORTH PATHWAY IMPROVEMENT TABLE
START STOP
APPROX.
LENGTH
TOP ELEV.
STA: 13+75.34 STA: 14+77.18 101 L.F. 2.25
STA: 23+09.27 STA: 23+39.97 30 L.F. 2.25
STA: 36+35.32 STA: 38+77.10 241 L.F. 2.25
HORIZONTAL SCALE: 1" = 150'
150750 300 450
SEE TYPICAL PATHWAY
CROSS SECTION (THIS SHEET)
TYPICAL PATHWAY CROSS SECTION
I S
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S T
R U
C T
I O
N
J D
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NORTHWEST 9+00.00-18+00.00
NORTHWEST 18+00.00-27+00.00
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
STA:13+75.27
ELEV:2.25
STA:14+77.14
ELEV:2.25
STA:23+09.21
ELEV:2.25
STA:23+39.94
ELEV:2.25
NORTHWEST 36+00.00-41+30.00
36+50
37+00
37+50
38+00
38+50
39+00
39+50
40+00
40+50
41+00
STA:36+35.25
ELEV:2.25
STA:38+77.22
ELEV:2.25
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T F
A L L
F
A R
M S
N O
R T
H W
E S
T
P
A T
H W
A Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
9/14/2012
SCALE AS SHOWN
W E
T L A
S
E R
O
G R
A M
SHEET: of 15
D S
G N
D
R
C H
K
A P
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N o
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C R
I P
T I O
N A
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D B
Y D
A T
E
J D
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D L
T L
R J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
ISSUED FOR BID / CONSTRUCTION
HORIZONTAL SCALE: 1" = 40'
40200 80 120
V E
R T
I C
A L
S
C A
L E
2.0
4.0
8.0
12.0
PROPOSED
WATER CONTROL
STRUCTURE A
(SEE SHEET 4)
EXISTING NORTH PATH
PROPOSED GRADING
START STA: 23+09.21
END STA: 23+39.94
ELEV: 2.25
PROPOSED GRADING
START STA: 13+75.27
END STA: 14+77.14
ELEV: 2.25
PROPOSED GRADING
START STA: 36+35.25
END STA: 38+77.22
PROPOSED
WATER CONTROL
STRUCTURE B
(SEE SHEET 4)
EXISTING NORTHWEST PATH
PROFILE VIEW
(1" = 40' HORIZ., 1" = 4.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED
AND EXISTING GRADE.
3. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL
REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR
DETAILED INFORMATION.
4. CONTRACTOR TO DISPOSE OF ALL SPOIL, WAIST AND DEBRIS PER
CONSTRUCTION PLANS AND SPECIFICATIONS
NORTHWEST PATHWAY IMPROVEMENT TABLE
START STOP
APPROX.
LENGTH
TOP ELEV.
STA: 13+75.27 STA: 14+77.14 102 L.F. 2.25
STA: 23+09.21 STA: 23+39.94 31 L.F. 2.25
STA: 36+35.25 STA: 38+77.22 242 L.F. 2.25
HORIZONTAL SCALE: 1" = 150'
150750 300 450
PLAN VIEW
SCALE: 1" = 150'
SEE TYPICAL PATHWAY
CROSS SECTION (SHEET 7)
I S
S U
O N
S T
R U
C T
I O
N
J D
H
SOUTHWEST 0+00.00-9+00.00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
STA:0+10.07
ELEV:2.25
SOUTHWEST 9+00.00-18+00.00
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
SOUTHWEST 18+00.00-27+00.00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
STA:26+13.45
ELEV:2.25
STA:26+65.67
ELEV:2.25
27+50
28+00
28+50
29+00
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
STA:27+35.98
ELEV:2.25
STA:28+54.60
ELEV:2.25
STA:30+04.90
ELEV:2.25
STA:30+96.23
ELEV:2.25
STA:32+76.92
ELEV:2.25
O U
T F
A L L
F
A R
M S
S O
U T
H W
E S
T
P
A T
H W
A Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
9/14/2012
SCALE AS SHOWN
W E
T L A
S
E R
O
G R
A M
SHEET: of 15
D S
G N
D
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C H
K
A P
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N o
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C R
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T I O
N A
P V
D B
Y D
A T
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J D
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D L
T L
R J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
ISSUED FOR BID / CONSTRUCTION
HORIZONTAL SCALE: 1" = 150'
150750 300 450
EXISTING SOUTHWEST PATH
BASE POINT #2
N: 622145.127
E: 2849817.795
ELEV: 2.155
PROPOSED GRADING
START STA: 0+10.07
END STA: 26+13.45
ELEV: 2.25
PROPOSED GRADING
START STA: 26+65.67
END STA: 27+35.98
ELEV: 2.25
PROPOSED GRADING
START STA: 28+54.60
END STA: 30+04.90
ELEV: 2.25
PROPOSED GRADING
START STA: 30+96.23
END STA: 32+76.92
ELEV: 2.25
PLAN VIEW
SCALE: 1" = 150'
GENERAL NOTES
1. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED
AND EXISTING GRADE.
3. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL
REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR
DETAILED INFORMATION.
4. CONTRACTOR TO DISPOSE OF ALL SPOIL, WAIST AND DEBRIS PER
CONSTRUCTION PLANS AND SPECIFICATIONS
HORIZONTAL SCALE: 1" = 40'
40200 80 120
V E
R T
I C
A L
S
C A
L E
2.0
4.0
8.0
12.0
SOUTHWEST 27+00.00-33+50.00
SOUTHWEST PATHWAY IMPROVEMENT TABLE
START STOP
APPROX.
LENGTH
TOP ELEV.
STA: 0+10.07 STA: 26+13.45 2603 L.F. 2.25
STA: 26+65.67 STA: 27+35.98 71 L.F. 2.25
STA: 28+54.60 STA: 30+04.90 151 L.F. 2.25
STA: 30+96.23 STA: 32+76.92 181 L.F. 2.25
M A
T C
H L I N
E
M A
T C
H L I N
E
SEE TYPICAL PATHWAY
CROSS SECTION (SHEET 7)
S H
E E
T
S H
E E
T
I S
S U
O N
S T
R U
C T
I O
N
J D
H
33+00
33+50
34+00
34+50
35+00
35+50
STA:35+07.96
ELEV:2.25
SOUTHWEST 36+00.00-45+00.00
36+50
37+00
37+50
38+00
38+50
39+00
39+50
40+00
40+50
41+00
41+50
42+00
42+50
43+00
43+50
44+00
44+50
STA:43+20.68
ELEV:2.25
SOUTHWEST 54+00.00-63+00.00
54+50
55+00
55+50
56+00
56+50
57+00
57+50
58+00
58+50
59+00
59+50
60+00
60+50
61+00
61+50
62+00 62+50
STA:57+99.05
ELEV:2.25
STA:58+28.30
ELEV:2.25
STA:58+91.23
ELEV:2.25
STA:59+51.40
ELEV:2.25
O U
T F
A L L
F
A R
M S
S O
U T
H W
E S
T
P
A T
H W
A Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
9/14/2012
SCALE AS SHOWN
W E
T L A
S
E R
O
G R
A M
SHEET: of 15
D S
G N
D
R
C H
K
A P
V D
N o
D
E S
C R
I P
T I O
N A
P V
D B
Y D
A T
E
J D
H S
D L
T L
R J D
H
I S
S U
O N
S T
R U
C T
I O
N
J D
H
D A
T E
ISSUED FOR BID / CONSTRUCTION
HORIZONTAL SCALE: 1" = 40'
20100 40 60
V E
R T
I C
A L
S
C A
L E
2.0
4.0
8.0
12.0
PROFILE VIEW
(1" = 40' HORIZ., 1" = 4.0' VERT.)
GENERAL NOTES
1. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED
AND EXISTING GRADE.
3. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL
REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR
DETAILED INFORMATION.
4. CONTRACTOR TO DISPOSE OF ALL SPOIL, WAIST AND DEBRIS PER
CONSTRUCTION PLANS AND SPECIFICATIONS
EXISTING SOUTHWEST PATH
EXISTING EAST PATH
PROPOSED
WATER CONTROL
STRUCTURE E
(SEE SHEET 6)
PROPOSED GRADING
START STA: 35+07.96
END STA: 43+20.68
ELEV: 2.25
PROPOSED GRADING
START STA: 57+99.05
END STA: 58+28.30
ELEV: 2.25
PROPOSED GRADING
START STA: 58+91.23
END STA: 59+51.40
ELEV: 2.25
PLAN VIEW
SCALE: 1" = 150'
SOUTHWEST 32+50.00-36+00.00
HORIZONTAL SCALE: 1" = 150'
150750 300 450
SOUTHWEST PATHWAY IMPROVEMENT TABLE
START STOP
APPROX.
LENGTH
TOP ELEV.
STA: 35+07.96 STA: 43+20.68 813 L.F. 2.25
STA: 57+99.05 STA: 58+28.30 30 L.F. 2.25
STA: 58+91.23 STA: 59+51.40 60 L.F. 2.25
S H
E E
T
S H
E E
T
BASE POINT #1
N: 622203.999
E: 2853293.133
ELEV: 1.837
SEE TYPICAL PATHWAY
CROSS SECTION (SHEET 7)
M A
T C
H L I N
E
M A
T C
H L I N
E
I S
S U
O N
S T
R U
C T
I O
N
J D
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