Pages from A02_23B0009 Solicitation DRAWINGS-SH 3.pdf
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- Solicitation number
- W912EE23B0009
About this file
This document package includes drawings and site plans for a federal solicitation to provide drainage improvements across multiple sites in Calhoun and Carroll Counties, Mississippi. The solicitation is being conducted by the US Army Corps of Engineers Vicksburg District on behalf of the Yazoo River Basin Project for flood control structures along the Yalobusha River and Abiaca Creek. Site work will include construction of earthen diversion channels and embankments, installation of concrete risers and culverts ranging from 24 to 84 inches in diameter, and erosion control measures. The drawings provide design details, specifications, construction limits, and centerline profiles for each site. The required completion date is not specified, but the contract award is tentatively planned for July 2023.
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ACW-17-10
ROW LIMITS
30' ROW
C O
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EL.=226.8730
E=1407813.5950
N=2375280.2880
IR ACW-17-10-11B (2017)
EL.=230.7640
E=1408108.7310
N=2374830.8090
IR ACW-17-10-11A (2017)
EL.=231.0850
E=1407514.2980
N=2375480.2900
IR ACW-17-10-11C (2017)
E=863790.07
N=1615607.20
ROW
160' DIVERSION EMBANKMENT
EL.=339.00
E=863849.58
N=1615415.26
EMBANKMENT
SLOPE TO DRAIN TO RISER
130' EMBANKMENT @ EL. 339.00
TOP EL.=333.50
E=863908.68
N=1615451.04
36" RISER
CENTER OF
EL.=339.00
E=863976.96
N=1615441.23
EMBANKMENT
INV. EL.=321.00
E=863924.91
N=1615371.43
24" CONDUIT
END OF
E=863790.07
N=1615267.15
ROW
E=864133.45
N=1615455.65
ROW
110' DIVERSION EMBANKMENT E=864133.45
N=1615516.00
ROW
E=864083.45
N=1615531.22
ROW
E=864083.45
N=1615607.20
ROW
C/L CREEK
C/L MERIDIAN CREEK
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0 60'30'
N
C U
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33532
325 330
A Z °0 '0
30' ROW
0 3
T O
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A N
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T O
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A N
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A N
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T O
P B
A N
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S
W O
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S
W O
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S
TOP BANK
TOP BANK
.9
R O
W L
IM
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S
ROW LIMITS
293.38'
C-101
ROW L
IMI
TS
A Z °0 '0
A Z °0 '0
1V:2.5H
1V:2.5H
SITE PLAN - SITE YRW-17-01
AZ. 90°0'0"
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-201.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI EAST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
.3
AZ. 6
1°1
4'1 1"
.71
.0
(DO NOT DISTURB)
EXISTING 24" CULVERT
1V:2.5H
1V:10H
1V:10H
1V:2.5H
E=854729.44
N=1598406.06
ROW
E=854842.17
N=1598406.06
ROW
E=854954.89
N=1598381.06
ROW
E=854985.04
N=1598381.06
ROW
E=855047.51
N=1598381.06
ROW
327' DIVERSION EMBANKMENT
EMBANKMENT
TIE DIVERSION TO EXIST.
E=854729.44
N=1598055.57
ROW
EL.=301.00
E=854840.89
N=1598011.44
EMBANKMENT
INV. EL.=285.00
E=854904.06
N=1597974.14
36" CONDUIT
END OF
EMBANKMENT
84' DIVERSION
EL.=301.00
E=854967.78
N=1598026.94
EMBANKMENT
SLOPE TO DRAIN TO RISER
TOP EL.=295.50
E=854906.89
N=1598054.84
48" RISER
CENTER OF
E=855047.51
N=1597876.83
ROW
E=854850.38
N=1597876.83
ROW
EL.=301.00
E=854894.15
N=1598029.52
EMBANKMENT
C/L CREEK
@ EL. 301.00
142' EMBANKMENT
F
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US Army Corps
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US Army Corps auto_time
ID
Sheet
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SITE PLAN - SITE YRW-17-03
0 80'40'
N
ROW LIMITS197.13'
T O
P B
A N
K
T O
P B
A N
K
.2
R O
W L
IM
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ROW LIMITS
R
O W
AZ. 102°30'16"
A Z '0
62.48'
115.47'
AZ. 90°0'0"
CULTIVATED FIELD
112.73'
AZ. 90°0'0"
A Z °5
'1
.8
.4
A Z '0
AZ. 270°0'0"
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-201.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI EAST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
C-102
CULTIVATED FIELD
AS DIRECTED BY THE CONTRACTING OFFICER)
(TO BE REMOVED AND LEFT ON SITE
PLASTIC CULVERT
EXISTING 24"
(DO NOT DISTURB)
CMP W/CONCRETE HEADWALL
EXISTING 24"H x 36"W
FILL TO TOP BANK EL. 282.00
(DO NOT DISTURB)
TOP EL. 285.15
LOW CHORD EL. 283.07
WOODEN BRIDGE(POOR CONDITION)
E=874045.33 N=1596261.49
ROW
E=873622.32
N=1596629.60
ROW
170' EMBANKMENT @ EL. 286.00
E=873838.10
N=1596598.33
ROW
E=873874.82
N=1596583.27
ROW
SLOPE TO DRAIN TO RISER
TOP EL.=281.00
E=873826.46
N=1596508.70
60" RISER
CENTER OF
EL.=286.00
E=873890.31
N=1596459.88
EMBANKMENT
230' DIVERSION EMBANKMENT
E=874088.69
N=1596337.22
ROW
INV. EL.=268.00
E=873797.73
N=1596432.96
42" CONDUIT
END OF
E=873734.63
N=1596396.50
ROW
E=873578.77
N=1596553.53
ROW
130' DIVERSION EMBANKMENT
EL.=286.00
E=873731.36
N=1596520.17
EMBANKMENT
1V:2.5H
1V:2.5H
C/L CREEK
CULTIVATED FIELD
WOODS
WOODS
C -1
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US Army Corps
U .S
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US Army Corps auto_tim e
ID
Sheet
V
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C-103
S
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-1
-0
270270
275270
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-202.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI EAST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
ROW LIMIT
S
0 60'30'
SITE PLAN - SITE YRW-17-04
.6
AZ. 139°0'9"326.00'
.2
' R
Z '2
.04
ROW LIMITS
R O
W L
IM
IT
S
TREELINE
TOP BANK
270270
275270
A Z '2
TOP BANK
AZ.
98°
14' 47"
AZ. 135°12'48"221.24' AZ. 293°
29'11"
338.77'
TREELINE
R200 RIPRAP
LIMITS OF
373.78'
AZ 61°39'40"
.1
A Z
'4
453.4'
AZ 61°39'40"
.2
A Z
'4
E=878950.22
N=1586977.81
ROW
E=878875.93
N=1586947.81
ROW
E=878786.86
N=1587280.70
ROW
E=878387.80
N=1587065.48
ROW
E=878546.95
N=1586770.39
ROW
1V:3H
1V:2.5H
1V:3H
INV. EL.=248.00
E=878563.47
N=1587095.58
42" CONDUIT
END OF
TOP EL.=267.00
E=878687.02
N=1587011.59
60" RISER
CENTER OF
TOP EL.=267.00
E=878692.64
N=1587019.86
60" RISER
CENTER OF
EL.=275.00
E=878747.45
N=1587086.42
EMBANKMENT
@ EL. 275.00
222' EMBANKMENT
EL.=275.00
E=878549.63
N=1586985.78
EMBANKMENT
C/L YALOBUSHA RIVER
EXCAVATE AND FILL TO EL. 267.00
1V:3H
INV. EL.=248.00
E=878569.09
N=1587103.85
42" CONDUIT
END OF
C-104
WOODS
C -1
.d g n
S O
L
IC
IT
A
T
IO
N N
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F
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A M
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N B
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C K
D B
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D E
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IG
N E
D B
Y
D E
S C
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N
D
2 3
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4 5
A
B
M A
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A P
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U M
B E
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S I Z
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S U
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IT
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B Y
P L
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S C
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D A
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M A
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D E
S C
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N
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N T
R A
C T
N O
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps auto_tim e
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P
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A R
C A
D
IS
IN
C
P
L A
Z A
A M
E R
IC
A
N A
D R
B A
T O
N R
O U
G E
L
A
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-2
-B -0
W
E E
-2
-C -X
X X
X
A N
S I
D
D A
N A
L A
W T
O N
B C
C
C
R A
Y M
O N
D
D L
F F
C /M
R
T Y
A Z
O O
R
IV
E R
B A
S
IN
Y A
L O
B U
S H
A R
IV
E
R A
N D
A B
IA
C
A C
R E
E K
W A
T E
R S
H E
D S
C A
L H
O U
N A
N D
C A
R R
O L
L C
O U
N T
IE
S
M
S
M D
H P
R
P -1
-0
J U
L Y
J U
L Y
WOODS
C-104
S
IT
E P
L A
N
S
IT
E Y
R W
-1
-0
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-202.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI EAST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
0 60'30'
SITE PLAN - SITE YRW-17-05
N
0 60'30'
SITE PLAN - SITE YRW-17-05
N
270 270
ROW LIMITS
30' ROW
R
W L
IM
IT
S
R O
W L
IM
IT
S
TOP BANK
TOP BANK
ROW LIMITS
TOP BANK
TOP BANK
1V:13H
CONTRACTING OFFICER)
LEFT ON SITE AS DIRECTED BY THE
DRAIN PIT (TO BE REMOVED AND
EXISTING 24" CMP AND CONCRETE
EL. 291.00
FILL TO TOP BANK
EL. 292.00
FILL TO TOP BANK
1V:3H
1V:2.5H
1V:10H
1V:10H
E=869267.59
N=1562704.70
ROW
EL.=296.00
E=869457.95
N=1562593.13
EMBANKMENT
154' EMBANKMENT @ EL. 296.00
TOP EL.=290.00
E=869522.76
N=1562632.14
66" RISER
CENTER OF
(DO NOT DISTURB)
EXISTING 24" PLASTIC
EL.=296.00
E=869610.07
N=1562618.66
EMBANKMENT
LIMITS OF R200 RIPRAP
E=869520.99
N=1562424.58
ROW
E=869806.12
N=1562637.40
ROW
E=869794.77
N=1562677.59
ROW
E=869786.51
N=1562706.86
ROW
E=869396.69
N=1562247.28
ROW
EMBANKMENT
285' DIVERSION
E=869748.80
N=1562840.50
ROW
E=869671.40
N=1562568.00
ROW
INV. EL.=276.00
E=869537.46
N=1562532.45
48" CONDUIT
END OF
C/L BEAR CREEK
BLANKET @ EL. 288.50
IMPERVIOUS UPSTREAM
EMBANKMENT
144' DIVERSION
C-105
S
IT
E P
L A
N
S
IT
E Y
R W
-1
-0
CBCB
CB
C B
C
BCB
CB
CB
CBCB
C B
C B
0 80'40'
SITE PLAN - SITE YRW-17-06
N
TOP B
ANK
T O
P B
A N
K
ROW L
IMIT
S
R O
W L
IM
IT
S
CULTI
VATE
D F
IELD
CULTI
VATE
D F
IELD
WOODS
WOODS
R O
W L
IM
IT
S
' R
OW
AZ.
°4 4'4
4"
A Z . 4
6° '4 8"
1.5
4'
A Z °1 '5
.5
.9
.8
R O
W L
IM
IT
S
.00'
A Z °1
'2
.2
A Z °1
'2
AZ. 7
4°1
4'22
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-203.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI EAST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
1 2 3 4 5 of Engineers
US Army Corps of Engineers
US Army Corps
A P
P R
D
A T
E
D
D E
S C
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IP
T
IO
N M
A R
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P P
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D A
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C
D E
S C
R
IP
T
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N M
A R
K J U
L Y
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
C O
N T
R A
C T
N O
W
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-2
-B -0
W E
E -2
-C
-X X
X X
F
IL
E N
U M
B E
R
J U
L Y
C K
D B
Y
D L
F
P L
O T
D A
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F
IL
E N
A M
E
D A
N A
L A
W T
O N
B C
C
C
R A
Y M
O N
D
C -1
.d g n
D W
N B
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D E
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N E
D B
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S I Z
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A N
S I
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O T
S C
A L
E
B
A R
C A
D
IS
IN
C
V
IC
K S
B U
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D
IS
T R
IC
T
B A
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N R
O U
G E
L
A
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P
I
P
L A
Z A
A M
E R
IC
A
N A
D R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M D
H P
R
P -1
-0
A
F C
/M R
T
Y
A Z
O O
R
IV
E R
B A
S
IN
C A
L H
O U
N A
N D
C A
R R
O L
L C
O U
N T
IE
S
M
S
Y A
L O
B U
S H
A R
IV
E
R A
N D
A B
IA
C
A C
R E
E K
W A
T E
R S
H E
D S
ID
Sheet auto_time
1V:3H
CONTRACTING OFFICER)
LEFT ON SITE AS DIRECTED BY THE
HEADWALL (TO BE REMOVED AND
EXISTING 36" CMP AND CONCRETE
OFFICER)
AS DIRECTED BY THE CONTRACTING
(TO BE REMOVED AND LEFT ON SITE
EXISTING CAR BODY AND 24" CMP
E=813660.33
N=1596091.01
FILL TO EL. 268.00
1V:3H 1V:2.5H
E=813328.47
N=1596266.86
ROW
317' DIVERSION EMBANKMENT
EL. 270.20
FILL TO TOP BANK
E=813634.97
N=1596266.86
ROW
TOP EL.=268.50
E=813712.43
N=1596061.29
66" RISER
CENTER OF
SLOPE TO DRAIN TO RISER
EL.=275.00
E=813770.33
N=1596038.33
EMBANKMENT
LIMITS OF R200 RIPRAP
INV. EL.=254.00
E=813719.58
N=1595960.55
48" CONDUIT
END OF
@ EL. 275.00
134' EMBANKMENT
EL.=275.00
E=813641.80
N=1596061.72
EMBANKMENT
EMBANKMENT
DIVERSION
665'
E=813613.90
N=1596707.80
ROW
E=813708.92
N=1596707.80
ROW
E=813739.33
N=1596707.80
ROW
E=813761.11
N=1596707.80
ROW
E=813328.47
N=1596140.80
ROW
C/L CREEK
C/L BIG CREEK
EL.=275.00
E=813708.61
N=1596033.96
EMBANKMENT
.6
A Z °5
'1
.2
A Z
'2
E=813797.86
N=1595860.73
ROW
E=813865.13
N=1595973.47
ROW
.7
8'AZ
0° 0'0
BLANKET @ EL. 261.00
IMPERVIOUS UPSTREAM
120' DIVERSION EMBANKMENT
FILL TO EL. 272.00
1V:2H
NN
WOODS
ROW LIMITS
C-106
S
IT
E P
L A
N
S
IT
E Y
R W
-1
-0
N
0 80'40'
SITE PLAN - SITE YRW-17-07
714.77'
265 260
260260 260
6.
A Z . 1
°1
'5
.4
' R
R
W L
IM
IT
S
.0
.0 2'
W
OODS
W
OODS
CULT
IV
AT
ED
FI
ELD
W
OODS
RO
W L
IM
IT
S
250250
AZ.
0° 0'0
AZ.
0° 0'0
A Z . 1
°0 '0
AZ. 120°49'22"
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-203.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI EAST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
TOP BANK
TOP BANK
0 80'40'0 80'40'
C -1
.d g n
S O
L
IC
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A
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N N
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N B
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D B
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D E
S
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D B
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D E
S C
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N
D
2 3
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4 5
A
B
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A P
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U M
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M A
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D E
S C
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N
C O
N T
R A
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N O
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps auto_time
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
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P
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C A
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L A
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A M
E R
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A
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D R
B A
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N R
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L
A
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-2
-B -0
W
E E
-2
-C -X
X X
X
A N
S I
D
D A
N A
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W T
O N
B C
C
C R
A Y
M O
N D
D L
F F
C /M
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A Z
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IV
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B A
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IN
Y A
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A R
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A B
IA
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A C
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W A
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R S
H E
D S
C A
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N A
N D
C A
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O L
L C
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N T
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S
M
S
M D
H P
R
P -1
-0
J U
L Y
J U
L Y
R O
W L
IM
IT
S
E=2399480.01
N=1416944.40
ROW
E=2399822.23
N=1417076.44
ROW
SLOPE TO DRAIN TO RISER TOP EL.=268.50
E=2399856.51
N=1417006.52
36" RISER
CENTER OF
EL.=274.00
E=2399904.54
N=1416997.11
EMBANKMENT
E=2400155.01
N=1417070.09
ROW
C/L COILA CREEK
E=2400155.01
N=1416899.37
ROW
INV. EL.=261.00
E=2399866.79
N=1416936.49
24" CONDUIT
END OF
E=2399785.14
N=1416838.80
ROW
E=2399696.21
N=1416761.08
ROW
400' DIVERSION EMBANKMENT
EL. 269.00
FILL TO TOP BANK
95' EMBANKMENT @ EL. 274.00
E=2399480.01
N=1416761.08
ROW
EL. 270.00
FILL TO TOP BANK
EL.=274.00
E=2399815.32
N=1416967.16
EMBANKMENT
EMBANKMENT
220' DIVERSION
E=2399480.01
N=1416974.50
ROW
FILL TO TOP BANK EL. 268.50
N
S
IT
E P
L A
N
S
IT
E A
C W
-1
-0
N
C-107
C -1
.d g n
S O
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IT
A
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N N
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F
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E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D
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F
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E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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B Y
P L
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S C
A L
E P
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D A
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M A
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D E
S C
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N
C O
N T
R A
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N O
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps auto_time
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
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P
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IS
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A M
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A
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A
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-2
-B -0
W
E E
-2
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X X
X
A N
S I
D
D A
N A
L A
W T
O N
B C
C
C R
A Y
M O
N D
D L
F F
C /M
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A Z
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B A
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A R
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A C
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W A
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N D
C A
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O L
L C
O U
N T
IE
S
M
S
M D
H P
R
P -1
-0
J U
L Y
J U
L Y
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-204.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
SITE PLAN - SITE ACW-17-09
0 80'40'
1V:2.5H
374.8 0'
AZ. 80
°42'3
216.20'
AZ. 90°0'0"
8.
A Z.
8° '5 2"
A Z
'0
360.50'
A Z
'0
R O
W L
IM
IT
S
ROW L
IMIT
S
AZ. 91°5'30"
TOP BANK
TOP BANKCULTIVATED FIELD
WOODS
WOODS
CULTIVATED FIELD
.7
.3
AZ. 7
3°2
4'44
.08'
30' ROW
EXISTING BERM
1V:3H
.0
A Z
°5
'4
138.
9'
AZ 77
°0'15
A Z
°5
'4
191.5 7'
AZ 260
°37'39
.7
A Z
°2
'5
(DO NOT DISTURB)
EXISTING 15" CMP
.1
A Z °7 '1
509.81'
AZ 275°38'17"
E=2375234.74 N=1407885.60
ROW
E=2375527.18 N=1407535.59
ROW
E=2375338.17 N=1407504.39
ROW
E=2375274.99 N=1407639.33
ROW
E=2375139.65 N=1407608.10
ROW
E=2374978.02 N=1407444.94
ROW
EXISTING FENCE
EXISTING FENCE
EXISTING FENCE
(DO NOT DISTURB)
EXISTING POWER POLE
C/L EXISTING DITCH
E=2375159.86
N=1407474.96
ROW
EMBANKMENT
212' DIVERSION
(DO NOT DISTURB)
EXISTING POWER POLE
143' DIVERSION EMBANKMENT
EL.=230.00
E=2374969.26
N=1407650.13
EMBANKMENT
INV. EL.=210.00
E=2374892.74
N=1407777.96
24" CONDUIT
END OF
EL.=230.00
E=2374960.92
N=1407708.64
EMBANKMENT
EL.=230.00
E=2374962.08
N=1407749.76
EMBANKMENT
BLANKET @ EL. 217.00
IMPERVIOUS UPSTREAM
TOP EL.=224.00
E=2374984.45
N=1417006.52
36" RISER
CENTER OF
EL.=230.00
E=2374972.58
N=1407802.33
EMBANKMENT
1V:2.5H
1V:3H
EL.=230.00
E=2374959.32
N=1407846.34
EMBANKMENT
EMBANKMENT
210' DIVERSION
E=2374727.40
N=1407935.68
ROW
200' DIVERSION EMBANKMENT
C/L CREEK
@ EL. 230.00
200' EMBANKMENT
TO DRAIN TO RISER
EMBANKMENT TO ALLOW WATER
BREACHED AT DIVERSION
EXISTING BERM TO BE
WOODS
ROW LIMITS
C -1
.d g n
S O
L
IC
IT
A
T
IO
N N
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F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D
A T
E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
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T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps auto_time
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P
I
A R
C A
D
IS
IN
C
P
L A
Z A
A M
E R
IC
A
N A
D R
B A
T O
N R
O U
G E
L
A
W
E E
-2
-B -0
W
E E
-2
-C -X
X X
X
A N
S I
D
D A
N A
L A
W T
O N
B C
C
C R
A Y
M O
N D
D L
F F
C /M
R
T Y
A Z
O O
R
IV
E R
B A
S
IN
Y A
L O
B U
S H
A R
IV
E
R A
N D
A B
IA
C
A C
R E
E K
W A
T E
R S
H E
D S
C A
L H
O U
N A
N D
C A
R R
O L
L C
O U
N T
IE
S
M
S
M D
H P
R
P -1
-0
J U
L Y
J U
L Y
C-108
S
IT
E P
L A
N
S
IT
E A
C W
-1
-1
SEE SHEET C-505.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.
2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.
REFERENCES:
WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE
CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP
CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED
THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE
8. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.
ENTERING THE CREEK. SEE SHEET C-505 FOR MORE DETAILS.
CUT AREAS, AND ALONG TOP BANK TO PREVENET SEDIMENT FROM
OF ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
SHEETS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-204.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV 2017.
NOTES:
SITE PLAN - SITE ACW-17-10
0 80'40'
351.6 6'
' R
TOP BANK
ROW LIM
ITS
ROW LIM
ITS
L O
W W
IR
E E
L .2
.5
L O
W W
IR
E E
L .2
.4
T O P B
A N
K
R O
W L
IM
IT
S
5 2
AZ. 80
°37'3
9"
WOODS
CULTIVATED FIELD
TOP
BANK
N
FIELD
R O
W L
IM
IT
S
10'
ANTI-VORTEX BAFFLE
FENCE
LIMITS OF EXCAVATION
50'
3'
13'
EL. 333.50
TOP OF RISER
RISER INV. EL. 323.50
EL. 322.00
CONNECTING BAND
C/L EMBANKMENT
C/L RISER
24" CONDUIT
OUTLET INV. EL. 321.00
EXISTING GROUND
EL. 339.00
C/L RISER
C/L EMBANKMENT
14' 45'13.75'
CONNECTING BAND
36" CONDUIT
48" RISER
RISER INV. EL. 286.00
EL. 284.50
EL. 295.50
TOP OF RISER
ANTI-VORTEX BAFFLE
FENCE
3'
OUTLET INV. EL. 285.00
EL. 301.00
20'
EXISTING GROUND
LIMITS OF EXCAVATION
KEYWAY
KEYWAY
4.5'
5'
40' (MIN.)
35.75'
4'
79.75'
40' (MIN.)34.75'4'
78.75'
36" RISER
13.75'
SITE YRW-17-01
SITE YRW-17-03
C-201
1V:2H
1V:2.5H
1V :2.
5H
1V:2H
1V :2.
5H
1V:2.5H
VARIES
VARIES
EL. 319.00
EL. 283.00
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G
C O
N D
U
IT
S
IT
E S
Y R
W -1
-0
Y R
W -1
-0
DIMENSIONS WHICH ARE ALONG CENTERLINE OF CONDUIT.
PERPENDICULAR TO EMBANKMENT CENTERLINE EXCEPT CONDUIT
PROFILES ARE CUT ALONG CONDUIT CENTERLINE. ALL DIMENSIONS ARE
NOTE:
0 20'10'
0 20'10'
C -2
.d g n
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
A T
E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps aut o_t ime
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P
I
A R
C A
D
IS
IN
C
P
L A
Z A
A M
E R
IC
A
N A
D R
B A
T O
N R
O U
G E
L
A
W
E E
-2
-B -0
W
E E
-2
-C -X
X X
X
A N
S I
D
D A
N A
L A
W T
O N
B C
C
C
R A
Y M
O N
D
D L
F F
C /M
R
T Y
A Z
O O
R
IV
E R
B A
S
IN
Y A
L O
B U
S H
A R
IV
E
R A
N D
A B
IA
C
A C
R E
E K
W A
T E
R S
H E
D S
C A
L H
O U
N A
N D
C A
R R
O L
L C
O U
N T
IE
S
M
S
M D
H P
R
P -1
-0
J U
L Y
J U
L Y
EL. 281.00
TOP OF RISER
EL. 267.00
TOP OF RISERS
PIPE ANCHORS
12" GROUT CRADLES
60" RISER
42" CONDUIT
CONNECTING BAND
FENCE
RISERS INV. EL. 250.00
EL. 248.50
42" CONDUITS
CONNECTING BANDS
60" RISERS
ANTI-VORTEX BAFFLES
FENCE
ANTI-VORTEX BAFFLE
C/L EMBANKMENTC/L RISER
48" R200 RIPRAP
EL. 260.00
RIPRAP
24" R200 RIPRAP
C/L EMBANKMENT
LIMITS OF EXCAVATION
EXISTING GROUND
EL. 286.00
RISER INV. EL. 271.00
EL. 269.50
C/L RISERS
LIMITS OF EXCAVATION
EXISTING GROUND
EL. 275.00
KEYWAY
EL. 248.00
OUTLET INV.
FILTER DRAINAGE RINGS
KEYWAY
OUTLET INV. EL. 268.00
5.5' 20'
3'
10'12.5'5.5'
20'
42'50'
40' (MIN.)
34.5'4'
78.5'
14'
ENGINEERING FABRIC
ENGINEERING FABRIC
DETAIL SHEET C-502
FLANGES SEE FLANGE
TWO PIECE RISER WITH
40' (MIN.)103'4'
147'
EXCAVATE AND FILL TO EL. 267.00
87.0'
SITE YRW-17-04
SITE YRW-17-05
C-202
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G
C O
N D
U
IT
S
IT
E S
Y R
W -1
-0
Y R
W -1
-0
1V:2.5H
1V :2.
5H
VARIES
1V:2H
1V:2H
1V :2.
5H
1V:3H
EL. 246.00
EL. 266.00
DIMENSIONS WHICH ARE ALONG CENTERLINE OF CONDUIT.
PERPENDICULAR TO EMBANKMENT CENTERLINE EXCEPT CONDUIT
PROFILES ARE CUT ALONG CONDUIT CENTERLINE. ALL DIMENSIONS ARE
NOTE:
0 20'10'
0 20'10'
C -2
.d g n
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D
A T
E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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B Y
P L
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S C
A L
E P
L O
T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps aut o_t ime
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P
I
A R
C A
D
IS
IN
C
P
L A
Z A
A M
E R
IC
A
N A
D R
B A
T O
N R
O U
G E
L
A
W
E E
-2
-B -0
W
E E
-2
-C -X
X X
X
A N
S I
D
D A
N A
L A
W T
O N
B C
C
C
R A
Y M
O N
D
D L
F F
C /M
R
T Y
A Z
O O
R
IV
E R
B A
S
IN
Y A
L O
B U
S H
A R
IV
E
R A
N D
A B
IA
C
A C
R E
E K
W A
T E
R S
H E
D S
C A
L H
O U
N A
N D
C A
R R
O L
L C
O U
N T
IE
S
M
S
M D
H P
R
P -1
-0
J U
L Y
J U
L Y
PIPE ANCHOR
12" GROUT CRADLE
24" R200 RIPRAP
EL. 288.50
IMPERVIOUS UPSTREAM BLANKET
PIPE ANCHOR
12" GROUT CRADLE
24" R200 RIPRAP
48" CONDUIT
ANTI-VORTEX BAFFLE
FENCE
EL. 290.00
TOP OF RISER
48" CONDUIT
ANTI-VORTEX BAFFLE
FENCE
EL. 268.50
TOP OF RISER
KEYWAY
KEYWAY
14'15' 66'
10'16.25'
48" R200 RIPRAP
20'
EL. 288.00
RIPRAP
CONNECTING BAND
C/L EMBANKMENTC/L RISER
EXISTING GROUND
RISER INV. EL. 277.00
EL. 275.50
EL. 296.00
48" R200 RIPRAP
14'
EL. 266.00
RIPRAP
C/L RISER C/L EMBANKMENT
RISER INV. EL. 256.50
EL. 255.00
EXISTING GROUND
5.75'
5.75'
EL. 276.00
OUTLET INV.
EL. 254.00
OUTLET INV.
EL. 275.00
LIMITS OF EXCAVATION
LIMITS OF EXCAVATION
4' 54.25'
98.25'
69'
CONNECTING BAND
40' (MIN.)54'4'
98'
40' (MIN.)
ENGINEERING FABRIC
ENGINEERING FABRIC
ENGINEERING FABRIC
ENGINEERING FABRIC
DETAIL SHEET C-502
FLANGES SEE FLANGE
TWO PIECE RISER WITH
DETAIL SHEET C-502
FLANGES SEE FLANGE
TWO PIECE RISER WITH
FILTER DRAINAGE RING
FILTER DRAINAGE RING
1V:2H
66" RISER
1V:2H
66" RISER
SITE YRW-17-07
SITE YRW-17-06
C-203
1V:3H 1V :2.
5H
1V :3H
1V:3H
EL. 274.00
EL. 252.00
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G
C O
N D
U
IT
S
IT
E S
Y R
W -1
-0
Y R
W -1
-0
DIMENSIONS WHICH ARE ALONG CENTERLINE OF CONDUIT.
PERPENDICULAR TO EMBANKMENT CENTERLINE EXCEPT CONDUIT
PROFILES ARE CUT ALONG CONDUIT CENTERLINE. ALL DIMENSIONS ARE
NOTE:
VARIES
0 20'10'
0 20'10'
1V :3H
1V :2.
5H
C -2
.d g n
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
A T
E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps aut o_t ime
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P
I
A R
C A
D
IS
IN
C
P
L A
Z A
A M
E R
IC
A
N A
D R
B A
T O
N R
O U
G E
L
A
W
E E
-2
-B -0
W
E E
-2
-C -X
X X
X
A N
S I
D
D A
N A
L A
W T
O N
B C
C
C
R A
Y M
O N
D
D L
F F
C /M
R
T Y
A Z
O O
R
IV
E R
B A
S
IN
Y A
L O
B U
S H
A R
IV
E
R A
N D
A B
IA
C
A C
R E
E K
W A
T E
R S
H E
D S
C A
L H
O U
N A
N D
C A
R R
O L
L C
O U
N T
IE
S
M
S
M D
H P
R
P -1
-0
J U
L Y
J U
L Y
24" CONDUIT
EXISTING GROUND
EL. 224.00
TOP OF RISER
ANTI-VORTEX BAFFLE
FENCE
C/L EMBANKMENTC/L RISER
OUTLET INV. EL. 261.00
EL. 274.00
EXISTING GROUND
ANTI-VORTEX BAFFLE
EL. 268.50
TOP OF RISER
CONNECTING BAND
FENCE
24" CONDUIT
OUTLET INV. EL. 210.00
C/L EMBANKMENTC/L RISER
EL. 230.00
36'4.5'
4'
10'
3'
3'
36" RISER
KEYWAY
RISER INV. EL. 262.00
EL. 260.50
LIMITS OF EXCAVATION
CONNECTING BANDKEYWAY
EL. 212.50
RISER INV. EL. 214.00
31'15'
40' (MIN.)
70'
10'
26'
36" RISER
13.75' 37.50'
66'4.5'
98.75'
40' (MIN.)
54.75' 4'
SITE ACW-17-10
1V :3H
0 20'10'
SITE ACW-17-09
C-204
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G
C O
N D
U
IT
S
IT
E S
A C
W -1
-0
A C
W -1
-1
1V :2.
5H
1V:2H
VARIES
EL. 259.00
EL. 208.00
1V:2.5H
DIMENSIONS WHICH ARE ALONG CENTERLINE OF CONDUIT.
PERPENDICULAR TO EMBANKMENT CENTERLINE EXCEPT CONDUIT
PROFILES ARE CUT ALONG CONDUIT CENTERLINE. ALL DIMENSIONS ARE
NOTE:
0 20'10'
1V:3H
1V :2.
5H
C -2
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®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
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R S of Engineers
US Army Corps aut o_t ime
ID
Sheet
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VARIES SEE SITE PLANS VARIES SEE SITE PLANS
FINISHED GRADE
ENGINEERING FABRIC
24" R200 RIPRAP
CONDUIT DIA.
CONDUIT
12" GROUTED RIPRAP CRADLE
PERVIOUS FILL
FILTER DRAINAGE RING
SEE DETAILS SHEET C-503
RISER FENCE
SEE DETAILS SHEET C-503
ANTI-VORTEX BAFFLE
SEE DETAILS SHEET C-502
CONCRETE TOP SLAB
RISER
CONDUIT
OR EXCAVATION
EXISTING STREAM
TOP BANK OF
SEE DETAILS SHEET C-504
LIMITS OF EROSION CONTROL MATTING
SEE DETAILS SHEET C-503
RISER FENCE
SEE DETAILS SHEET C-503
ANTI-VORTEX BAFFLE
SEE DETAILS SHEET C-502
CONCRETE TOP SLAB
RISER
CONDUIT
OR EXCAVATION
EXISTING STREAM
TOP BANK OF
SEE DETAILS SHEET C-504
LIMITS OF EROSION CONTROL MATTING
LIMITS OF RIPRAP
R200 RIPRAP
EL. SHOWN ON PROFILES
LIMITS OF RIPRAP
FILTER DRAINAGE RING
24" R200 RIPRAP
PIPE ANCHOR
ENGINEERING FABRICSEE DETAILS SHEET C-502
CONNECTING BAND
1/3 LENGTH OF CONDUIT
R200 RIPRAP
ENGINEERING FABRIC
TOE OF SLOPE
TO PROVIDE SMOOTH BEDDING SURFACE FOR THE CONDUIT
GROUT 12" DEEP CRADLE IN THE RIPRAP BENEATH CONDUIT
THALWEG
3'
GRADE DETAILS SHEET C-504
SEE GROSS CONSTRUCTION
LIMITS OF LIME TREATMENT
GRADE DETAILS SHEET C-504
SEE GROSS CONSTRUCTION
LIMITS OF LIME TREATMENT
ENGINEERING FABRIC
ENGINEERING FABRIC
ENGINEERING FABRIC
ENGINEERING FABRIC
ENGINEERING FABRIC
ANCHOR TRENCH BACKFILL
12"
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RIPRAP DETAILS
SCALE: NONE SCALE: NONE
SCALE: NONE
SCALE: NONE
SECTION
SITE WITHOUT RIPRAP SITE WITH RIPRAP
EXAMPLE SITE PLANS SHOWING LIMITS OF LIME TREATMENT, TOPSOIL, AND EROSION CONTROL MATTING
1V :1 .5
H
2' (MIN.) 2' (MIN.)
1' 1'
.5
C /L
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VARIES
SEE SITE PLANS
VARIES
SEE SITE PLANS
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SEE SITE PLANS
VARIES
SEE SITE PLANS
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RECEIVE LIME TREATMENT AND VARY FROM SITE TO SITE.
2. ALL INLET SLOPES FROM RISER TO EXISTING STREAM/GROUND SHALL
FERTILIZING, SEEDING, AND MULCHING.
THAT RECEIVE RIPRAP SHALL NOT RECEIVE LIME TREATMENT, TOPSOIL,
SHALL RECEIVE TOPSOIL, FERTILIZING, SEEDING, AND MULCHING. SLOPES
PORTION OF THE FILL AND BACKFILL THAT RECEIVES LIME TREATMENT,
1. ALL EXPOSED EXCAVATION, FILL, AND BACKFILL SLOPES, INCLUDING THE
NOTES:
3' (MIN.)
3' (MIN.)
SEE PROFILES
3' (MIN.)
3' (MIN.)
SCALE: NONE
ANCHOR TRENCH DETAIL
12" (MIN.)OVERLAP
ENGINEERING FABRIC INSTEAD OF ANCHORING 3' INTO THE SOIL.
1. ANCHOR TRENCHES CAN BE USED AROUND THE PERIMETER OF THE
NOTE:
ANCHORAGE MATERIAL USED TO ATTACH THE ENGINEERING FABRIC TO THE CONDUIT.
1. SEE SPECIFICATIONS SECTION 31 06 00.00 09 PARAGRAPH 2.1.4 FOR STRAPS AND
NOTE:
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps a u to ti m e
ID
Sheet
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CONCRETE TOP SLAB
PIPE STUB
CONDUIT
SEE DETAILS SHEET C-503
ANTI-VORTEX BAFFLE
SEE DETAILS SHEET C-503
ANTI-VORTEX BAFFLES
CONCRETE TOP SLAB
PIPE STUB
CONDUIT
PIPE STUB
CONDUIT
CONNECTING BAND
CONNECTING BAND
CONNECTING BAND
CAST IRON TANK LUG
7/16" GALVANIZED ROD BINDER
1/2" X 1-3/4" COUPLING NUT
1/2" WASHER
RISER DIA. + 4'
RISER DIA. + 4'
SHOP WELD
NON-REINFORCED CONCRETE RISER FOUNDATION
CONDUIT
CONNECTING BAND
6" TOPSOIL
6" LIME TREATED
SEE DETAILS SHEET C-503
ANTI-VORTEX BAFFLE
CONCRETE TOP SLAB
NON-REINFORCED
1'
SEE FLANGE DETAIL SHEET C-502
TWO PIECE RISER WITH FLANGES WHERE REQUIRED
9 CORRUGATIONS
PIPE END
WITH CLOSED CELL GASKET
CORRUGATED METAL BAND
CONNECTING BAND
ROD BINDER
2" X 2" ANGLE IRON
SEE TANK LUG DETAIL SHEET C-502
TANK LUGS (2 REQUIRED)
MASTIC SEAL (TYP.)
TO BAND (TYP.)
ARC WELD ANGLE IRONANGLE IRON
12 GAUGE GALVANIZED BAND
O-RING GASKETS
SEE TANK LUG DETAIL SHEET C-502
TANK LUGS (6 REQUIRED)
ROD BINDER
FOR ALTERNATE CONNECTION
SEE ANGLE IRON CONNECTION DETAIL
BAR AND STRAP
SEE TANK LUG DETAIL SHEET C-502
TANK LUGS (2 REQUIRED)
ARC WELD STRAP TO BAND
FORMED BAND
12 GAUGE GALVANIZED
STEEL BAR
GALVANIZED FORGED
LOCK WASHERS
NUTS
REROLLED ANNULAR PIPE END
CORRUGATION IN PIPE ENDS
BAND MESHES WITH SECOND ANNULAR
CONTINUOUS CORRUGATION AROUND
CORRUGATION IN PIPE ENDS
BAND MESHES WITH SECOND ANNULAR
CONTINUOUS CORRUGATION AROUND
AND NUT WITH LOCK WASHER
1/2" X 6" GALVANIZED CARRIAGE BOLT
AND NUT WITH LOCK WASHER
1/2" X 6" GALVANIZED CARRIAGE BOLT 1/2" X 6" GALVANIZED CARRIAGE BOLTS
2"X2"X3/16" OR 2 1/2"X2 1/2"X3/16"
ROLLED ANGLE FLANGE
MATCHED MATING SURFACE TO BE PLACED BETWEEN MATING SURFACES
COMMERCIALLY AVAILABLE SILICONE ADHESIVE SEALANT
RISER
WATER TIGHT
PLACED OUTSIDE CMP AND WELDED
FLANGES TO BE BUTT WELDED OR
BOLT HOLES TO BE EVENLY SPACED
SEE FLANGE BOLTS TABLE FOR BOLT QUANTITY
GRADE 5 GALVANIZED, TYP.
FLAT WASHER, AND LOCK WASHER
3/8"-16 X 1 1/2" HEX BOLT WITH NUT,
C-502
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SCALE: NONE
CONCRETE TOP SLAB DOUBLE RISER
SCALE: NONE
CONCRETE TOP SLAB SINGLE RISER
2' 2'RISER DIA.
R
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R
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SCALE: NONE
TANK LUG DETAIL
6"
.5
4'
PIPE STUB
1' 1'
(M
IN
RISER DETAIL
ALTERNATE NO. 1
ALTERNATE NO. 2
CONNECTING BAND DETAILS
SCALE: NONE
SCALE: NONE
ANGLE IRON CONNECTION DETAIL
SECTION A
THE PERIMETER OF CONCRETE TOP SLAB.
5. 12" X 6" CONCRETE KEYWAY REQUIRED AROUND
CONDUIT DIAMETERS.
4. SEE INDIVIDUAL SITE PLANS FOR RISER AND
FALL ANGLE OF MAIN CONDUIT.
3. ANGLE OF 4' PIPE STUB AT RISER SHALL MATCH
IN ACCORDANCE WITH THE SPECIFICATIONS.
2. TREAT ALL WELDS ON CORRUGATED METAL PIPE
CONCRETE.
BITUMINOUS PAINT PRIOR TO PLACING OF
1. TREAT CORRUGATED METAL PIPE WITH
RISER DETAIL NOTES:
2. THIS BAND MAY BE USED FOR ANY SIZE CONDUIT.
SPECIFIED FOR PIPE.
GAUGE AND DEPTH OF CORRUGATION AS
1. THE CONNECTING BAND SHALL BE THE SAME
NOTES:
BAR AND STRAP CONNECTION DETAIL
L
A P
(T Y
P
A
C-502
HAVING A DIAMETER OF 30" OR LESS.
THESE BANDS MAY BE USED ON CONDUITS
NOTE:
CORRUGATED BAND CONNECTION DETAIL
A
C-502
SCALE: NONE
FLANGE DETAIL
FLANGE BOLTS
DIAMETER
BOLT
30"
36"
42"
48"
54"
60"
RISER
QUANTITY
66"
72"
78"
84"
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps a u to ti m e
ID
Sheet
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SEE BAND LENGTH TABLE SHEET C-503
FLAT, 6" WIDE, 12 GAUGE METAL BAND
CONTINUOUS WELD
CONTINUOUS WELD
3-1/2" X 3-1/2" ANGLE IRON
3/8" THICK, 6" WIDE
3/4" STOP NUTS
3/4" X 7' ANCHOR ROD
SEE BAND LENGTH TABLE SHEET C-503
FLAT, 6" WIDE, 12 GAUGE METAL BAND
SEE DETAIL A
RIPRAP
GROUTED RIPRAP CRADLE
3/4" X 7' ANCHOR ROD
FOR 3/4" ANCHOR ROD
ASSEMBLE WITH 1-1/2" SQUARE HUB TAPPED
28.5" MIN. LENGTH, DOUBLE 8" HELIX ANCHOR
8" HELIX
(M
IN
INTERMEDIATE POST (IF REQUIRED)
NOTCH 1" (MAX.) INTO CORNER AND
4" X 4" TOP BRACE
RISER
POST
BARBED WIRE
6" TOPSOIL
6" LIME TREATED
SEE SLAB DETAILS SHEET C-502
CONCRETE TOP SLAB
WELD (TYP.)
CMP RISER
CONTACT (8 REQUIRED)
CORRUGATED METAL AT ALL POINTS OF
1/4" THICK, 1" X 1" ANGLE IRON WELDED TO
RISER DIA. + 2"
RISER DIA.
CONTACT (8 REQUIRED)
CORRUGATED METAL AT ALL POINTS OF
1/4" THICK, 1" X 1" ANGLE IRON WELDED TO
CONTACT (4 REQUIRED)
CORRUGATED METAL AT ALL POINTS OF
1/4" THICK, 1" X 1" ANGLE IRON WELDED TO
BOTTOM OF ANGLE IRON
(4 REQUIRED)
WELDED TO CORRUGATED METAL AT ALL POINTS OF CONTACT
SEE FIN HEIGHT TABLE SHEET C-503
SEE ANGLE IRON HEIGHT TABLE SHEET C-503
WELD (TYP.)
CONTACT (4 REQUIRED)
CORRUGATED METAL AT ALL POINTS OF
1/4" THICK, 1" X 1" ANGLE IRON WELDED TO
CONTINUOUS WELD EACH SIDE
CONTINUOUS WELD EACH SIDE
CMP RISER
ANTI-VORTEX BAFFLE (14 GAUGE)
CORRUGATED METAL
WELDED TO ANGLE IRON (4 REQUIRED)
1/4" THICK, 1" WIDE FLAT METAL BAR
WELDED TO ANGLE IRON (4 REQUIRED)
1/4" THICK, 1" WIDE FLAT METAL BAR
CONTACT (8 REQUIRED)
CORRUGATED METAL AT ALL POINTS OF
1/4" THICK, 1" X 1" ANGLE IRON WELDED TO
CONTACT (4 REQUIRED)
CORRUGATED METAL AT ALL POINTS OF
1/4" THICK, 1" X 1" ANGLE IRON WELDED TO
(4 REQUIRED)
WITH NUTS AND LOCK WASHERS
WITH 5/8" GALVANIZED HEX BOLTS
METAL STRAPS ATTACH TO RISER
x x x xxx
SCALE: NONE SCALE: NONE
SCALE: NONE
SCALE: NONE
DETAIL A
CONDUIT
DIAMETER
BAND
LENGTH
24" 4'-0"
30" 4'-6"
36" 5'-3"
42" 6'-9"
48" 8'-3"
1'
(TYP.)
PIPE ANCHOR DETAILS
RISER FENCE DETAIL
1' 2' 2' 1'
SEE DETAILS SHEET C-503
ANTI-VORTEX BAFFLE NOT SHOWN
NOTE:
SECTION B SECTION C
ELEVATION
ISOMETRIC
ANTI-VORTEX BAFFLE DETAILS
MULTIPLE CONDUIT STRUCTURES.
2. PIPE ANCHORS TO BE STAGGERED 2' (MIN.) FOR
LOCATIONS WHERE PIPE ANCHORS ARE REQUIRED.
RIPRAP IS USED. SEE INDIVIDUAL SITE PLANS FOR
1. PIPE ANCHOR(S) ARE REQUIRED ONLY AT SITES WHERE
PIPE ANCHOR NOTES:
" 6
CONTRACT SPECIFICATIONS. ALL FASTENING HARDWARE SHALL BE GALVANIZED.
5. FENCE TOP BRACE SHALL BE 4" X 4" STANDARD PRESSURE TREATED IN ACCORDANCE WITH THE
WITH THE CONTRACT SPECIFICATIONS.
ROUND BARBS, SPACED 5" ON CENTER. THE BARBED WIRE SHALL BE GALVANIZED IN ACCORDANCE
4. BARBED WIRE SHALL BE DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE WITH 14 GAUGE, 4 POINT
PLACED 3" BELOW TOP OF POSTS.
3. FENCING SHAL CONSIST OF 3 STRANDS OF BARBED WIRE PLACED 1'-3" APART WITH TOP STRAND
SHALL BE EVENLY SPACED BETWEEN CORNER POSTS.
2. MAXIMUM SPACING BETWEEN FENCE POSTS SHALL BE 10'. INTERMEDIATE POSTS, WHERE REQUIRED, THE EDGE OF THE CONCRETE PAD.
CONTRACT SPECIFICATIONS. POST SHALL BE SET 2' BELOW GROUND ELEVATION AND 1' OUTSIDE
1. FENCE POSTS SHALL BE 4" X 4", 6' LONG STANDARD PRESSURE TREATED, IN ACCORDANCE WITH THE
RISER FENCE NOTES:
1"
(TYP.)
BAFFLE WIDTH
B
C-503
C
C-503
SEE SITE PLANS
H E
IG
H
T
A N
G L
E I
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N
DIAMETER
FIN
HEIGHT
36" 3'-0"
42" 3'-6"
48" 3'-6"
60" 4'-0"
66" 4'-0"
RISER
1'-6"
1'-9"
1'-9"
2'-0"
2'-0"
HEIGHT
ANGLE IRON
F
IN
H E
IG
H
T
ANTI-VORTEX BAFFLE AND ALL HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
ANTI-VORTEX BAFFLE NOTE:
C-503
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D A
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps a u to ti m e
ID
Sheet
V
IC
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B U
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V
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K S
B U
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SEE SITE PLAN FOR SLOPE SEE SITE PLAN FOR SLOPE
EXISTING GROUND
CONDUIT DIA.
CONDUIT
6' (MIN.)
SEEDED THEN COMPACTED SOIL
25' (MAX.)25' (MAX.)
12" DEEP
TRAVERSE TERMINAL TRENCH
12" DEEP, 25' MAX INTERVALS
TRAVERSE CHECK SLOT TRENCH
TRAVERSE TRENCH
ANCHOR SEE NOTE 1
ANCHOR SEE NOTE 1
CONDUIT
EMBANKMENT
RISER
LOCAL FIELD ELEV.
1V:3H
SLOPE TO DRAIN
LIME TREATED
SEE PLAN VIEW
1V:3H
25'
IMPERVIOUS UPSTREAM BLANKET
(2' MIN. HEIGHT)
3' TYP.
CHANNEL SIDE SLOPE
INTERSECTION WITH
IMPERVIOUS UPSTREAM BLANKET
TOP BANK
TOP BANK
1V:3H
(1.5' MIN.)
EXCAVATION BLADE WIDTH
TOE BERM
EXISTING GROUND
CONDUIT
COMPACTED BACKFILL
UNDISTURBED GROUND
5' MINIMUM DEPTH INTO
UNDISTURBED GROUND
5' MINIMUM DEPTH INTO
UNDISTURBED GROUND
2' MINIMUM DEPTH INTO
C/L EMBANKMENT
CONDUIT
1V:2H1V:2H
10'
UNDISTURBED GROUND
2' MINIMUM DEPTH INTO
RISER
KEYWAY
CONDUIT
C/L EMBANKMENT
NET (DESIGN) GRADE
GROSS CONSTRUCTION GRADE
CONDUIT
EXISTING GROUND
CONDUIT EXCAVATION
6" TOPSOIL
6" LIME TREATED
SHOWN ON THE SITE PLANS
NET (DESIGN) GRADE AS
CONDUIT PIPE EXCAVATION
GRADE BETWEEN LIMITS OF
USE GROSS CONSTRUCTION
GRADE
GROSS CONSTRUCTION
6" TOPSOIL
LIMITS OF LIME TREATMENTLIMITS OF LIME TREATMENT
TO TOE OF SLOPE
EXTEND EROSION CONTROL MATTING
WHERE RIPRAP IS NOT REQUIRED
ENGINEERING FABRIC WHERE REQUIRED
RIPRAP WHERE REQUIRED
12" DEEP
TRAVERSE TERMINAL TRENCH
SCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE SCALE: NONE
2' 2'
C O
N D
U
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D
IA
CONDUIT EXCAVATION SECTION
DIVERSION EMBANKMENT DETAIL
2' (MIN.)
(M
IN
PROFILE
END OF ROLL TREATMENT
EROSION CONTROL MATTING DETAILS
6" (MIN.)
OVERLAP
6"
4. BACKFILL ALL TRENCHES WITH PERVIOUS MATERIAL.
3. ALL TRAVERSE TRENCHES TO 12" DEEP X 6" WIDE.
INTERSECTION.
2. MATTING TO BE 10' (MIN.) WIDE WITH 5' (MIN.) ON EITHER SIDE OF SLOPE
RECOMMENDATIONS.
AND END OF ROLL. ANCHORS SHALL COMPLY WITH MANUFACTURER'S
1. ANCHOR EROSION CONTROL MATTING AT 3' ON CENTER IN ALL TRENCHES
EROSION CONTROL MATTING NOTES:
PROFILE
PLAN VIEW
AND COMPACTED.
2. TOE BERM WILL BE TIED INTO EACH BANK AT A DISTANCE OF 5', LIME TREATED,
1. SURFACE OF THE 3' X 25' FILL BERM WILL BE LIME TREATED TO A DEPTH OF 6".
IMPERVIOUS UPSTREAM BLANKET NOTES:
GROSS CONSTRUCTION GRADE DETAILS
IMPERVIOUS UPSTREAM BLANKET DETAILS KEYWAY DETAILS
SECTION PROFILE
V :3
H
V :3
H
KEYWAY
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PROFILE
SECTION
TAPER
10'
TAPER
10'
TAPER
TAPER
S O
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O
F
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N B
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C K
D B
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2 3
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps a u to ti m e
ID
Sheet
V
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A A
B
STORAGE HEIGHT
9" (MAX. RECOMMENDED)
AND BACKFILL WITH COMPACTED MATERIAL
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
4" X 4" TRENCH
REQUIRED IF WIRE MESH SUPPORT IS NOT USED
EXTRA STRENGTH SYNTHETIC FILTER FABRIC
STEEL OR WOOD POST
6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE
10' MAX. SPACING WITH WOVEN WIRE SUPPORT FENCE
SEEDED THEN COMPACTED SOIL
6' (MIN.)
COARSE AGGREGATE
AS REQUIRED WIDTH
(5' MIN. LENGTH)
STEEL OR WOOD POST
MAX. ABOVE GROUND)
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
ATTACH SECURELY TO UPSTREAM SIDE OF POST
FILTER FABRIC
PLACED IN "U" SHAPE
WATTLE (12" OR 24") TO BE
SLOPE, BOTH SIDES
WOOD STAKE AT TOE OF
WATTLE
B
AA
WATTLE
DITCH BOTTOM
FOR HEIGHT OF WATTLE ENDS
SEE DITCH ELEVATION
(DO NOT ANCHOR THROUGH NETTING)
WOOD STAKE
ALUMINUM WIRE
EITHER BALING TWINE OR
LASH STAKES TOGETHER WITH
EXISTING GROUND
C-505
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SCALE: NONE
F L
O W
SCALE: NONE
PLAN
SILT SCREEN FENCE IN DRAINAGE
POINTS A SHOULD BE HIGHER THAN POINT B.
NOTE:
HAY WATTLE DETAILS
SCALE: NONE
SECTION
SCALE: NONE
PLAN
SILT SCREEN FENCE DETAILS
(M
IN
(M
IN
RUNOFF
FLOW
2' (MIN.)
.5
(M
IN
FLOW
SCALE: NONE
TEMPORARY DIVERSION DIKE DETAIL
SCALE: NONE
CONSTRUCTION ENTRANCE AND EXIT DETAIL
HARD
SURFACE
PUBLI
C
ROAD
50' (M
IN.) LENGTH
M
IN
D E
P T
H
V
R
IE
S
(1 O
R
FLOW
.5
M
IN
FLOW
SCALE: NONE
SCALE: NONE SCALE: NONE
SECTION A-A
POINTS A SHOULD BE HIGHER THAN POINT B.
NOTE:
DITCH CHECK PLAN
DITCH ELEVATION
ELEVATION
T R
E N
C H
AROUND THE WATER'S EDGE.
11. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING
10. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.
9. WATTLES SHALL BE INSTALLED IN A TWO INCH DEEP TRENCH.
WHEN NO LONGER NEEDED.
A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED
MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE SPACING SHALL BE
8. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A
APPROVED BY THE CONTRACTING OFFICER.
UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL PLAN
7. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100'
OF SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.
6. WATTLE DITCH CHECK CAN BE USED FOR VELOCITY REDUCTION AND CONTROL
PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION
AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,
MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
5. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN
PRACTICES ARE STARTED.
CLEARING AND GRUBBING AND REMAIN IN PLACE UNTIL PERMANENT STABILIZATION
4. SILT SCREEN FENCE SHALL BE PLACED ALONG TOP BANK OF CREEK PRIOR TO
MAXIMIZE PONDING EFFICIENCY.
3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO
STABILIZED.
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
SEDIMENT WHEN NECESSARY.
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
NOTES:
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C K
D B
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2 3
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A
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M A
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S I Z
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S C
A L
E P
L O
T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S of Engineers
US Army Corps a u to ti m e
ID
Sheet
V
IC
K S
B U
R G
D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
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F F
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O O
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B U
S H
A R
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File details come from the government source that posted it. Updated .