16B7_Drawings3.pdf
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SCALE 1"=30'
SITE PLAN - SITE ACW-10-03
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
CREEK
.8
A Z °4
'2
173.74'
AZ 180°0'0"
466.62'
AZ 149°44'40"
.1
A Z
°4
'1
622.14'
AZ 150°48'11"
.0
A Z
°5
'5
.3
A Z
°4
'1
' R
O W
RO
W
LIM
ITS
ROW LIMITS
ROW LIMITS
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ROW LIMITS
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IDENTIFICATION
SHEET
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
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US Army Corps
D E
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K C
R E
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C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS 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 DWG. C-211.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN NOV.-DEC. 2010.
NOTES:
622.95'
AZ 155°13'14"
.2
A Z
°4
'1
R O
W L
IM
IT
S
TOP EL.=206.00
E=2377514.10
N=1398836.12
48" RISER
CENTER OF
INV. EL.=198.00
E=2377446.96
N=1398807.47
30" CONDUIT
END OF
BLANKET @ EL. 202.00
IMPERVIOUS UPSTREAM
LIMITS OF R200 RIPRAP
SEE NOTE 7
EXISTING FENCE
1V:2.5H
1V:3H
110' EMBANKMENT @ EL. 213.00
105' DIVERSION EMBANKMENT
170' DIVERSION EMBANKMENT(DO NOT DISTURB)
EXISTING 48" CMP
TO
P
TOP
T O
P
B A
N K
BANK
BAN
K
WOODS
WOODS
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
FLOW FLOW
EL.=209.05
E=2377682.10
N=1398504.02
IR-ACW-10-03-13
EL.=208.28
E=2377421.00
N=1399069.62
IR-ACW-10-03-12
EL.=212.85
E=2377841.96
N=1399304.85
IR-ACW-10-03-11
EL.=209.86
E=2377448.70
N=1399199.60
24" HICKORY
TBM
E=2377845.81
N=1399318.46
ROW
E=2377855.57
N=1399301.00
ROW
E=2377441.34
N=1399208.93
ROW
E=2377377.74
N=1399056.90
ROW
E=2377372.68
N=1399026.65
ROW
E=2377506.08
N=1399105.71
ROW
E=2377809.57
N=1398562.61
ROW
E=2377607.79
N=1398449.86
ROW
E=2377372.68
N=1398852.92
ROW
EL.=213.00
E=2377467.35
N=1398878.16
EMBANKMENT
EL.=213.00
E=2377510.56
N=1398776.90
EMBANKMENT
(DO NOT DISTURB)
EXISTING 36" X 24" CMP
SITE PLAN - SITE ACW-10-04
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
R
O W
CREEKABIACA
200200
BANK
TOP
B A
N K
TOP
TOP
BANK
350.19'
AZ 179°12'24"
TOP EL.=223.00
E=2377857.34
N=1397534.57
48" RISER
CENTER OF
BANK
TOP
400.27'
AZ 179°12'1"
S
IT
E P
L A
N
S
IT
E A
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-0
C-113
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D A
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M A
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IDENTIFICATION
SHEET
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
V
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B U
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US Army Corps
D E
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W E
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K C
R E
E K A
B
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C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS 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 DWG. C-211.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN DEC. 2010.
NOTES:
.7
A Z
°3
'2
612.8'
AZ 333°44'21"
.5
A Z
°1
'5
553.76'
AZ 338°47'42"
.8
A Z
°0 '0
R O
W L
IM
IT
S
ROW LIMITS
ROW LIMITS
ROW LIMITS
R O
W L
IM
IT
S
INV. EL.=200.00
E=2377941.41
N=1397626.19
30" CONDUIT
END OF
LIMITS OF R200 RIPRAP
FILL TO TOP BANK
1V:2H
GRADE TO DRAIN TO RISER
1V:2.5H
1V:3H
100' DIVERSION EMBANKMENT
370' DIVERSION EMBANKMENT
WOODS
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
FLOW
FLOW
EL.=237.90
E=2377729.77
N=1397247.38
IR-ACW-10-04-16
EL.=223.86
E=2377724.19
N=1397647.37
IR-ACW-10-04-14
EL.=210.76
E=2377719.34
N=1397997.28
IR-ACW-10-04-15
@ EL. 228.00
190' EMBANKMENT
EL.=226.43
E=2377558.54
N=1397794.10
16" HICKORY
TBM ACW-10-04
FILL TO TOP BANK
E=2377455.63
N=1397786.53
ROW
E=2377440.24
N=1397817.72
ROW
E=2377717.33
N=1398007.28
ROW
E=2377880.22
N=1398007.28
ROW
E=2378080.51
N=1397491.02
ROW
E=2377726.77
N=1397236.99
ROW
EL.=228.00
E=2377915.02
N=1397464.38
EMBANKMENT
EL.=228.00
E=2377832.56
N=1397635.55
EMBANKMENT
E=2377868.39
N=1397463.13
CENTER OF TOP BANK
FILL
SITE PLAN - SITE ACW-10-05
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
275 275
TOP
BANK
BANK
TOP
B A N
K
BANKTOP
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
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N
A R
C H
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E C
T U
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L -C
IV
IL
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E C
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A L
S
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E P
L A
N
S
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E A
C W -1
-0
C-114
C -1
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S O
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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
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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B M
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D B
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P L
O T S
C A
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P L
O T D
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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
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R A
C T N
O
IDENTIFICATION
SHEET
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
V
IC
K S
B U
R G D
IS
T R
IC
T
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K S
B U
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M
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S
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IP
P I
A N
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D of Engineers
US Army Corps
D E
S
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N B
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W E
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-B -0
W E
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-C -x x x x
M
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P I
D E
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D W
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IN
N A
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A N M
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C A
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O L L C
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D A
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W A
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A P
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R A
D E C
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T R
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T R
U C
T U
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-0
B L
A C
K C
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E K A
B
IA
C A C
R E
E K W
A T
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S H
E D
S
S
M
T O P
M
483.78'
AZ 5°43'8"
423.57'
A Z 222°55'2"
C O
U N
T Y R
O A
D
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
FOR EMERGENCY SPILLWAY SECTION, SEE DWG. C-310.
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE DWG. C-212.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN DEC. 2010.
NOTES:
429.46'
AZ 186°31'25"
2.7
1'
AZ
2° '3"
.3
A Z
'0
152.43'
AZ 192°52'23"
1.
AZ
4° '3 5"
212.63'
A Z 222°55'2"
201'
A Z 222°55'2"
142.03'
AZ 2°28'14"
.8
A Z
'0
109.09'
AZ 180°0'0"
20'
AZ 132°55'2"
ROW LIMITS
ROW
LI
MI
TS
R O
W L
IM
IT
S
R O
W L
IM
IT
S
TOP EL.=281.00
E=2394394.87
N=1391414.68
30" RISER
CENTER OF
INV. EL.=270.00
E=2394472.67
N=1391397.19
24" CONDUIT
END OF
130' EMBANKMENT @ EL. 286.00
1V:2.5H
GRADE TO DRAIN TO RISER
R200 RIPRAP
LIMITS OF
1V:3H
50' DIVERSION EMBANKMENT
260' DIVERSION EMBANKMENT
FILL TO TOP BANK
1V:2H
EL.=296.64
E=2394551.49
N=1391721.05
IR-ACW-10-05-24
EL.=297.51
E=2394263.07
N=1391410.86
IR-ACW-10-05-22
EL.=290.19
E=2394311.27
N=1391892.18
IR-ACW-10-05-23
EL.=297.61
E=2394256.14
N=1391451.26
22" OAK
TBM-ACW-10-05
GAS TANK
WATER METER
WATER METER
GUY WIRE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
GAS TANK
POWERLINE
POWERLINE
POWERLINE
POWERLINE
POWERLINE
FIRE HYDRANT
CLEAN OUT
TRAILER
(DO NOT DISTURB)
EXISTING 24" RCP
(DO NOT DISTURB)
EXISTING 18" RCP
SHED
BUILDING
SEE NOTE 7
EXISTING FENCE
F L O
W
WOODS
WOODS
MAILBOX
LOW WIRE EL. 310.56
LOW WIRE 288.03
GRAVEL ROAD
CURB TOP EL. 287.52
CONCRETE SLAB (DO NOT BLOCK)
FIRE STATION (DO NOT BLOCK)
E=2394293.81
N=1391812.32
ROW
E=2394314.38
N=1391826.60
ROW
E=2394314.21
N=1391839.84
ROW
E=2394327.41
N=1391815.89
ROW
E=2394344.21
N=1391838.97
ROW
E=2394327.41
N=1391729.88
ROW
E=2394420.23
N=1391729.88
ROW
E=2394248.61
N=1391417.07
ROW
E=2394345.67
N=1391227.80
ROW
E=2394519.97
N=1391227.80
ROW
E=2394553.93
N=1391376.40
ROW
E=2394420.83
N=1391565.85
ROW
E=2394565.62
N=1391721.56
ROW
E=2394550.98
N=1391735.18
ROW
E=2394414.11
N=1391587.99
ROW
EL.=286.00
E=2394403.23
N=1391475.27
EMBANKMENT
EL.=286.00
E=2394430.21
N=1391348.10
EMBANKMENT
EL.=283.00
E=2394423.48
N=1391285.12
SPILLWAY
EL.=283.00
E=2394408.04
N=1391349.24
SPILLWAY
E=2394396.09
N=1391540.21
CENTER OF TOP BANK
FILL
E=2394389.83
N=1391603.13
SITE PLAN - SITE ACW-10-07
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
' R
O W
S
IT
E P
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E A
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-0
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B E
R
S
IZ
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
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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IN
E E
R S
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
E L E
C T
R
IC
A L S
E C
T
IO
N
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
FOR EMERGENCY SPILLWAY SECTION, SEE DWG. C-310.
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE DWG. C-212.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN JAN. 2011.
NOTES:
T O P
BANK
BANK
TOP
T O P
BANK
TO
P
B A
N K
BANK
TOP
.9
A Z °4
'4
.7
A Z
°4
'2
.3
A Z
°2
'2
271.54'
AZ 102°10'41"
190.13'
AZ 102°10'41"
.1
A Z
°4
'2
340.91'
AZ 118°31'8"
8.
A Z °5 7'
R O
W L
IM
IT
S
R O
W L
IM
IT
S
R O
W L
IM
IT
S
R O
W L
IM
IT
S
ROW LIMITS
TOP EL.=443.00
E=2440474.02
N=1406758.02
30" RISER
CENTER OF
INV. EL.=431.50
E=2440517.73
N=1406818.97
24" CONDUIT
END OF
LIMITS OF R200 RIPRAP
1V:2.5H
1V:2H
BLANKET @ EL. 435.00
IMPERVIOUS UPSTREAM
1V:3H
FILL TO TOP BANK
LIMITS OF R200 RIPRAP
EL.=448.00
E=2440525.53
N=1406749.07
CONTROL POINT
EMBANKMENT
1V:2H
FILL TO TOP BANK
120' EMBANKMENT @ EL. 448.00
@ EL. 448.00
73' EMBANKMENT
1V:3H
LIMITS OF R200 RIPRAP
LIMITS OF R200 RIPRAP
EL. 443.00
LIMITS OF R200 RIPRAP
WOODS
WOODS
WOODS
WOODS
WOODS
POND
EL.=437.79
E=2440577.43
N=1406867.93
IR-ACW-10-07-51
EL.=462.24
E=2440712.61
N=1406668.79
IR-ACW-10-07-52
EL.=469.02
E=2440690.87
N=1406451.26
IR-ACW-10-07-53
EL.=461.64
E=2440744.04
N=1406780.03
POWER POLE
TBM ACW-10-07
POWER POLE
POWERLINE
LOW WIRE EL. 480.15
E=2440494.71
N=1406478.05
ROW
E=2440533.01
N=1406469.78
ROW
E=2440718.86
N=1406429.67
ROW
E=2440754.58
N=1406787.03
ROW
E=2440455.04
N=1406949.80
ROW
E=2440166.59
N=1406660.91
ROW
E=2440229.28
N=1406535.33
ROW
EL.=448.00
E=2440428.02
N=1406819.01
EMBANKMENT
EL.=448.00
E=2440590.41
N=1406715.61
EMBANKMENT
EL.=445.00
E=2440575.72
N=1406670.55
SPILLWAY
EL.=445.00
E=2440592.90
N=1406676.03
SPILLWAY
EL.=445.00
E=2440620.40
N=1406729.36
SPILLWAY
EL.=445.00
E=2440613.93
N=1406749.59
SPILLWAY
E=2440555.31
N=1406830.54
' R
O W
SCALE 1"=30'
SITE PLAN - SITE ACW-10-10
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
T O P
BANK
BANK
BANK
T O P
TOP
B A
N K
T O
P
499.6 2'
AZ 169
°27'2
1"
B A
N K
T O
P
BANK
T O
P
193.
64'
AZ 16
7°40 '0"
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
S
IT
E P
L A
N
S
IT
E A
C W -1
-1
C-116
C -1
.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
IZ
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
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
TOP EL.=238.00
E=2388576.22
N=1391554.12
48" RISER
CENTER OF
INV. EL.=232.00
E=2388511.19
N=1391564.72
30" CONDUIT
END OF
LIMITS OF R200 RIPRAP
1V:2.5H
1V:2H
1V:3H130' EMBANKMENT @ EL. 243.00
150' DIVERSION EMBANKMENT
F L O
W
FLOW
EL.=254.73
E=2388486.41
N=1391949.01
IR-ACW-10-10-46
EL.=257.03
E=2388527.77
N=1391759.86
IR-ACW-10-10-47
EL.=238.21
E=2388619.13
N=1391269.03
IR-ACW-10-10-56
EL.=242.18
E=2388574.21
N=1391246.13
SYCAMORE TREE
TBM ACW-10-10
WOODS
WOODS
WOODS
FIELD
FIELD
AZ 77°40'0"
30'
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS 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 DWG. C-213.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN FEB. 2011.
NOTES:
E=2388519.20
N=1391723.92
ROW
E=2388512.87
N=1391757.79
ROW
E=2388527.08
N=1391681.60
ROW
E=2388427.08
N=1391681.60
ROW
E=2388470.07
N=1391953.51
ROW
E=2388499.38
N=1391959.91
ROW
E=2388542.47
N=1391762.83
ROW
E=2388557.59
N=1391681.60
ROW
E=2388656.44
N=1391681.60
ROW
E=2388656.44
N=1391230.47
ROW
E=2388577.08
N=1391230.47
ROW
E=2388427.08
N=1391352.97
ROW
EL.=243.00
E=2388540.88
N=1391626.40
EMBANKMENT
EL.=243.00
E=2388561.38
N=1391498.03
EMBANKMENT
200.
34'
AZ 16
7°40 '0"
201.
74'
AZ 16
7°40 '0"
82.63
AZ 169
°27'2
1"
43.04
AZ 169
°27'2
1"
A Z
'0 "328.63'
AZ 180°0'0"
.6
A Z °1
'1
.3
A Z
'0
451.14'
AZ 180°0'0"
.8
A Z
'0
ROW LI
MITS
ROW LIMITSROW LIMITS
R O
W L
IM
IT
S
ROW LIMITS
SCALE 1"=35'
SITE PLAN - SITE ACW-10-11
SCALE: 1 IN. = 35 FT.
35 70 105 FT.35 17.5
T O P
BANK
TO
P
BANK
T O
P
.9
A Z
°4
'1
B A
N K
T O
P
BANK
.9
A Z
'4
S
IT
E P
L A
N
C-117
S
IT
E A
C W -1
-1
C -1
.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
IZ
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
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
E L E
C T
R
IC
A L S
E C
T
IO
N
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS 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 DWG. C-213.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN DEC. 2010.
NOTES:
' R
O W
R O
W L
IM
IT
S
R O
W L
IM
IT
S
R O
W L
IM
IT
S
3.
AZ
3° '1
.9
A Z
°1
'3
481.88'
AZ 284°46'47"
112.44'
AZ 284°46'47"
.1
A Z
°5
'8
.3
A Z
°2
'1
ROW LIMITS
R O
W L
IM
IT
S
1V:2.5H
1V:3H
TOP EL.=222.00
E=2379029.35
N=1396195.98
30" RISER
CENTER OF
FILL TO TOP BANK
INV. EL.=214.00
E=2379033.92
N=1396266.09
24" CONDUIT
END OF
140' EMBANKMENT @ EL. 228.00
BLANKET @ EL. 218.00
IMPERVIOUS UPSTREAM
450' DIVERSION EMBANKMENT
250' DIVERSION EMBANKMENT
SEE NOTE 7
EXISTING FENCE
EL.=223.80
E=2378921.07
N=1396082.65
IR-ACW-10-11-19
EL.=221.25
E=2379065.77
N=1396428.53
IR-ACW-10-11-20
EL.=227.55
E=2379058.77
N=1395850.64
IR-ACW-10-11-21
EL.=240.84
E=2379137.13
N=1395800.80
8" RED OAK
TBM
WOODS
WOODS
WOODS
WOODS
WOODS
E=2379002.07
N=1395828.15
ROW
E=2379035.86
N=1395819.24
ROW
E=2379144.58
N=1395790.55
ROW
E=2379295.27
N=1396062.76
ROW
E=2379069.67
N=1396445.56
ROW
E=2378542.28
N=1396058.86
ROW
E=2378536.14
N=1395951.08
ROW
EL.=228.00
E=2378943.46
N=1396224.88
EMBANKMENT
EL.=228.00
E=2379083.16
N=1396215.78
EMBANKMENT
SITE PLAN - SITE ACW-10-12
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
R
O W
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
S
IT
E P
L A
N
S
IT
E A
C W -1
-1
C-118
C -1
.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
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
TOP
BANK
BANK
T O
P
BAN
K
T O P
B A
N K
TOP30
B A
N K
B A
N K
T O
P
T O
P
554.75'
AZ 179°47'55"
TOP
BANK
.3
A Z °3
'9
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
FOR EMERGENCY SPILLWAY SECTION, SEE DWG. C-310.
4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE DWG. C-214.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN JAN. 2011.
NOTES:
.7
A Z
'0
567.46'
AZ 16°13'49"
.0
A Z °4
'2
138.79'
A Z 39°28'2"
170.98'
AZ 179°47'55"
388.67'
AZ 179°47'55"
ROW LIMITS
R O
W L
IM
IT
S
ROW LIMITS
ROW LIMITS
R O
W L
IM
IT
S
TOP EL.=304.00
E=2368354.11
N=1418058.35
48" RISER
CENTER OF
INV. EL.=292.00
E=2368308.01
N=1417990.39
30" CONDUIT
END OF
LIMITS OF R200 RIPRAP
1V:2.5H
1V:3H
BLANKET @ EL. 299.00
IMPERVIOUS UPSTREAM
BLANKET @ EL. 297.00
IMPERVIOUS UPSTREAM
140' EMBANKMENT @ EL. 310.00
SEE NOTE 7
EXISTING FENCE
SEE NOTE 7
EXISTING FENCE
1V:3H
1V:2.5H
R200 RIPRAP
LIMITS OF
WOODS
WOODS
WOODS
WOODS
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
EL.=318.75
E=2368440.15
N=1417968.66
IR-ACW-10-12-45
EL.=325.97
E=2368438.19
N=1418523.36
IR-ACW-10-12-44
EL.=334.73
E=2368247.01
N=1418360.47
IR-ACW-10-12-43
EL.=333.74
E=2368388.47
N=1418550.48
24" OAK
TBM ACW-10-12
E=2368449.54
N=1418139.67
ROW
E=2368449.43
N=1418171.81
ROW
E=2368448.06
N=1418560.47
ROW
E=2368290.29
N=1418560.47
ROW
E=2368131.68
N=1418015.63
ROW
E=2368361.93
N=1417861.55
ROW
E=2368450.15
N=1417968.70
ROW
EL.=310.00
E=2368393.70
N=1418005.32
EMBANKMENT
EL.=310.00
E=2368272.61
N=1418075.57
EMBANKMENT
EL.=307.00
E=2368300.84
N=1418114.17
SPILLWAY
EL.=307.00
E=2368270.01
N=1418105.98
SPILLWAY
EL.=307.00
E=2368244.92
N=1418062.73
SPILLWAY
EL.=307.00
E=2368250.33
N=1418042.40
SPILLWAY
SITE PLAN - SITE ACW-10-13
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
TOP
BANK
TO
P
B A N
K
325.7'
AZ 122°26'50"
BANK
TOP
.8
A Z °1
'3
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
S
IT
E P
L A
N
S
IT
E A
C W -1
-1
C-119
C -1
.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
IZ
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
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS 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 DWG. C-214.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN JAN. 2011.
NOTES:
COUNTY ROAD 157
491.68'
AZ 100°18'14"
.8
A Z
°4
'5
526.53'
A Z 308°46'50"
0'AZ 2
°2 8'3
.1
A Z °5
'4
R
O W
ROW LIMITS
ROW LIMITS
R O
W L
IM
IT
S
R O
W
LIM
ITS
ROW
LI
MI
TS
R O
W L
IM
IT
S
R O
W L
IM
IT
S
WOODS
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
TOP EL.=241.00
E=2388971.56
N=1410123.53
30" RISER
CENTER OF
INV. EL.=222.00
E=2388902.93
N=1410043.07
24" CONDUIT
END OF
AND LEFT ON SITE)
(TO BE REMOVED
INV. EL.=240.56
EXISTING 18" CMP
AND LEFT ON SITE)
(TO BE REMOVED
INV. EL.=239.24
EXISTING 18" CMP
AND LEFT ON SITE)
(TO BE REMOVED
TOP EL. 243.72
EXISTING CONCRETE WALL
GRADE TO DRAIN TO RISER
1V:2.5H
1V:3H
170' EMBANKMENT @ EL. 246.00
220' DIVERSION EMBANKMENT
200' DIVERSION EMBANKMENT
SEE NOTE 7
EXISTING FENCE
SEE NOTE 7
EXISTING FENCE
FLOW
F L
O W
EL.=245.28
E=2389154.48
N=1410269.64
IR-ACW-10-13-37
EL.=241.81
E=2389019.81
N=1410072.42
IR-ACW-10-13-33
EL.=244.25
E=2389294.66
N=1409897.68
IR-ACW-10-13-34
EL.=253.11
E=2389321.25
N=1410270.87
18" OAK
TBM ACW-10-13
E=2389328.66
N=1410277.59
ROW
E=2389298.95
N=1410282.99
ROW
E=2388815.20
N=1410370.93
ROW
E=2388711.43
N=1410134.87
ROW
E=2389121.88
N=1409805.08
ROW
E=2389302.35
N=1409891.29
ROW
EL.=246.00
E=2389026.40
N=1410049.48
EMBANKMENT
EL.=246.00
E=2388897.06
N=1410159.80
SITE PLAN - SITE ACW-10-14
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
30' ROW
CREEK
BANK
TOP
T O
P
351.55'
AZ 98°51'36"
B A N
K
TOP
B A
N K
B A N
K
TOP
361.64'
AZ 96°12'44"
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
S
IT
E P
L A
N
S
IT
E A
C W -1
-1
C-120
C -1
.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
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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
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS 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 DWG. C-215.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN JAN. 2011.
NOTES:
.7
A Z °5
'3
.9
A Z °5
'3
727.1'
AZ 91°43'34"
.1
A Z °1
'4
373.49'
AZ 96°12'44"
363.4'
AZ 98°51'36"
ROW LIMITS
ROW LIMITS
R O
W L
IM
IT
S
R O
W L
IM
IT
S
ROW LIMITS
ROW LIMITS
WOODS
WOODS
WOODS
WOODS
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
TOP EL.=277.00
E=2398334.76
N=1403078.72
30" RISER
CENTER OF
INV. EL.=260.50
E=2398347.60
N=1403170.58
24" CONDUIT
END OF
1V:3H
1V:2.5H
GRADE TO DRAIN TO RISER
200' EMBANKMENT @ EL. 281.00
305' DIVERSION EMBANKMENT
145' DIVERSION EMBANKMENT
EL.=277.08
E=2398084.21
N=1403101.75
IR-ACW-10-14-30
EL.=278.25
E=2398431.56
N=1403047.61
IR-ACW-10-14-31
EL.=279.37
E=2398791.08
N=1403008.48
IR-ACW-10-14-32
EL.=282.31
E=2398508.82
N=1402963.70
18" HICKORY
TBM ACW-10-14
E=2398092.94
N=1403222.69
ROW
E=2398088.31
N=1403192.99
ROW
E=2398100.78
N=1403272.99
ROW
E=2398827.54
N=1403251.09
ROW
E=2398792.36
N=1402927.89
ROW
E=2398421.06
N=1402968.28
ROW
E=2398062.00
N=1403024.25
ROW
EL.=281.00
E=2398249.13
N=1403109.11
EMBANKMENT
EL.=281.00
E=2398447.21
N=1403081.43
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
SITE PLANS - SITES ACW-10-15 & ACW-10-16
SITE ACW-10-15
SITE ACW-10-16
' R
O W
T O
P
B A
N K
B A
N K
BAN
K
T O
P
232.04'
AZ 8°18'26"
T O
P
TO
P
BANK
0.
A Z
1° '3 3"
BANK
.2
A Z
°3
'1
280 280
BANK
T O
PT
O P
B A
N K
TOP 285
C-121
S
IT
E P
L A
N S
S
IT
E S A
C W -1
-1
A
C W -1
-1
C -1
.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
IZ
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
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
E L E
C T
R
IC
A L S
E C
T
IO
N
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS FOR DETAILS.
MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE
5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
SEE DWGS. C-215 & C-216.
4. FOR CENTERLINE PROFILES ALONG CONDUIT,
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN DEC. 2010.
NOTES:
0.
A Z
1° '3 3"
.0
A Z
'0
748.4'
AZ 180°0'0"
.3
A Z
'0
.8
A Z
°3
'1
345.94'
AZ 21°23'13"
R O
W L
IM
IT
S
ROW LIMITSROW LIMITS
R O
W L
IM
IT
S
R O
W L
IM
IT
S
ROW LIMITS
R O
W L
IM
IT
S
TOP EL.=277.50
E=2398222.42
N=1402468.66
30" RISER
CENTER OF
INV. EL.=263.00
E=2398139.20
N=1402444.16
24" CONDUIT
END OF
1V:3H
1V:2.5H
GRADE TO DRAIN TO RISER
FILL TO TOP BANK
FILL TO TOP BANK
FILL TO TOP BANK
FILL TO TOP BANK
1V:2H
@ EL. 281.50
150' EMBANKMENT
175' DIVERSION EMBANKMENT
305' DIVERSION EMBANKMENT
TOP EL.=277.50
E=2398128.90
N=1402136.25
30" RISER
CENTER OF
INV. EL.=264.00
E=2398107.22
N=1402227.36
24" CONDUIT
END OF
1V:3H 1V:2.5H
GRADE TO DRAIN TO RISER
@ EL. 283.30
140' EMBANKMENT
120' DIVERSION EMBANKMENT
240' DIVERSION EMBANKMENT
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
EL.=279.82
E=2398136.63
N=1401870.88
IR-ACW-10-15-26
EL.=278.70
E=2398170.15
N=1402100.48
IR-ACW-10-15-25
EL.=280.35
E=2398425.58
N=1402250.50
IR-ACW-10-15-29
EL.=278.29
E=2398203.46
N=1402534.05
IR-ACW-10-15-27
EL.=285.44
E=2398397.02
N=1402377.59
12" OAK
TBM
EL.=281.58
E=2398058.53
N=1401956.55
8" OAK
TBM
E=2398182.42
N=1402609.28
ROW
E=2398246.15
N=1402609.28
ROW
E=2397970.33
N=1402609.28
ROW
E=2397970.33
N=1401860.88
ROW
E=2398136.63
N=1401860.88
ROW
E=2398379.51
N=1401955.88
ROW
E=2398505.66
N=1402278.00
ROW
EL.=281.50
E=2398183.73
N=1402535.43
EMBANKMENT
EL.=281.50
E=2398226.11
N=1402391.54
EMBANKMENT
EL.=283.30
E=2398192.21
N=1402174.70
EMBANKMENT
EL.=283.30
E=2398056.02
N=1402142.29
SITE PLAN - SITE ACW-10-17
SCALE: 1 IN. = 30 FT.
30 60 90 FT.30 15
' R
O W
TOP
B A
N K
TOP
BANK
3.
AZ
8° '34
T O
P
B A
N K
.7
A Z
°9 '3
E L E
C T
R
IC
A L S
E C
T
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N
E C D
IV
IS
IO
N
A R
C H
IT
E C
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IV
IL
-M
E C
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E P
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C-122
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N N
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D E
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D B
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D E
S C
R
IP
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4 5
A
B
M A
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A P
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D A
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IT
T E
D B
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P L
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C A
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P L
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
DETAILS, SEE DWG. C-514.
5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL
4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE DWG. C-513.
3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE DWG. C-512.
2. FOR PIPE AND RISER DETAILS, SEE DWG. C-511.
1. FOR GENERAL SITE PLAN AND DETAILS, SEE DWG. C-510.
REFERENCES:
CONTRACTING OFFICER.
FENCE WITH NEW IN KIND FENCING AS DIRECTED BY THE
OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE
FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION
INSTALLED AROUND THE CONSTRUCTION LIMITS TO KEEP CATTLE
FACILITATE CONSTRUCTION. TEMPORARY FENCING SHALL BE
THE CONFINES OF THE CONSTRUCTION LIMITS AS REQUIRED TO
7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN
OF ALL STOCKPILES.
6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE
DRAWINGS 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 DWG. C-216.
3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.
ELEVATIONS IN FEET, NAVD88.
2. COORDINATE SYSTEM NAD83 MISSISSIPPI WEST ZONE.
1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN JAN. 2011.
NOTES:
A Z
°9 '3
A Z
°9 '3
.9
.6
142.25'
AZ 90°0'0"
99.53'
AZ 90°0'0"
141.8'
AZ 90°0'0"
.0
A Z
'0
448.99'
AZ 83°17
'36"
.7
A Z
'0
2.
AZ
°5 9'3
4"
4.
AZ
°5 9'3
4"
.3
A Z
'0
ROW LIMITS
RO
W L
IM
IT
S
ROW LIMIT
S
R O
W L
IM
IT
S
CULTIVATED FIELD
CULTIVATED FIELD
TOP EL.=274.50
E=2401087.95
N=1417305.40
48" RISER
CENTER OF
INV. EL.=261.50
E=2401102.89
N=1417231.40
30" CONDUIT
END OF
LIMITS OF R200 RIPRAP
1V:2.5H
1V:2H
1V:3H
BLANKET @ EL. 269.00
IMPERVIOUS UPSTREAM
FILL TO TOP BANK
@ EL. 279.50
240' EMBANKMENT
135' DIVERSION EMBANKMENT
165' DIVERSION EMBANKMENT
WOODS
WOODS
WOODS
EL.=281.69
E=2401042.93
N=1417814.48
IR-ACW-10-17-36
EL.=276.96
E=2401074.38
N=1417443.09
IR-ACW-10-17-35
EL.=271.96
E=2400685.72
N=1417209.49
IR-ACW-10-17-38
EL.=279.44
E=2401019.29
N=1417509.70
24" HICKORY
TBM ACW-10-17
AZ 85°9'36"
20'
AZ 148°59'34"
20'
E=2401177.45
N=1417519.70
ROW
E=2401077.93
N=1417519.70
ROW
E=2401219.72
N=1417519.70
ROW
E=2401052.05
N=1417825.29
ROW
E=2401032.12
N=1417823.60
ROW
E=2401057.86
N=1417519.70
ROW
E=2400915.61
N=1417519.70
ROW
E=2400915.61
N=1417359.33
ROW
E=2400671.99
N=1417212.91
ROW
E=2400682.30
N=1417195.76
ROW
E=2400915.61
N=1417335.99
ROW
E=2400915.61
N=1417165.26
ROW
E=2401361.52
N=1417217.69
ROW
E=2401361.52
N=1417519.70
ROW
EL.=279.50
E=2401235.90
N=1417313.33
EMBANKMENT
EL.=279.50
E=2401000.54
N=1417265.83
TO EMBANKMENT CENTERLINE.
2. DIMENSIONS WITH AN ASTERISK (*) ARE PERPENDICULAR
1. PROFILES CUT ALONG CONDUIT CENTERLINE.
NOTES:
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-01
SITE ACW-10-02
14'*18.75'*5.25' *8' *50'
E L E
C T
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A L S
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C-210
S
IT
E S A
C W -1
-0
A
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-0
S O
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N N
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F
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D B
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C A
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P L
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
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 N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
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S P
R O J E
C T
F C /M
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O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
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M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
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R
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E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
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S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
*4.25' *8'*12.5' *78' 13'
EXISTING GROUND
FENCE
ANTI-VORTEX BAFFLE
TOP OF RISER EL. 232.50
C/L RISER C/L EMBANKMENT
VARIES
LIMITS OF EXCAVATION
54" RISER
1V:2H
RISER INV. EL. 225.00
EL. 223.50
1V :2.
5H 1V:2.5H
1V:2.5H
EL. 240.00
KEYWAY
DRAINAGE RING
FILTER
RIPRAP EL. 234.00
24" R200 RIPRAP
PIPE ANCHOR
12" GROUT CRADLE
OUTLET INV. EL. 222.00
EL. 220.00
EXISTING GROUND
3'
81.50'
40' 37.50'
4'
40' 61.50'
4'
105.50'
VARIES
FENCE
TOP OF RISER EL. 235.00
ANTI-VORTEX BAFFLE
C/L RISER C/L EMBANKMENT
EXISTING GROUND
EXISTING GROUND
LIMITS OF EXCAVATION
1V:2H
30" RISER
EL. 216.50
RISER INV. EL. 218.00
1V :2.
5H
1V:3H
EL. 240.00
36" CONDUIT
24" CONDUIT
KEYWAY
CONNECTING BAND
CONNECTING BAND
OUTLET INV. EL. 216.00
EL. 214.00
File details come from the government source that posted it. Updated .