Drawings_No._6.pdf
PDF 24 MB Posted
- Solicitation number
- W912EE-15-B-0004
About this file
DRAWINGS NO. 6
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B01_Official_Abstract_(W912EE-15-B-0004).pdf | ||
| specs.pdf | ||
| Drawings_No._5.pdf | ||
| Drawings_No._2.pdf | ||
| Drawings_No._4.pdf | ||
| Drawings_No._1.pdf | ||
| 385-1-1.PDF | ||
| Drawings_No._3.pdf | ||
| SUMMARY.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
S T
R U
C T
U R
E S
IT
E N
O
G-109
T A
T
G -1
S it e d g n
R
IG
H T -O
F -W
A Y L
IM
IT
S
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
.0
STRUCTURE SITE NO. 162
RIGHT-OF-WAY LIMITS
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,379,745.86
E 2,087,721.40
T Y
P
S T E
E L E B
A Y
O U
C STRUCTURE
SITE NO. 162
AZ. 256°00'0.0"
ROW LIMITS
N 1,380,158.90
E 2,087,728.05
L
30' ROW
WILMONT ROAD
S T E
E L E B
A Y
O U
L
W F
IS
H F
A R
M R
D
T W
IN
B
R
ID
G E R
O A
D
F L
O W
F L
O W
600'0 300'
SCALE:1"=300'
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
G-110
G -1
S it e d g n
R
IG
H T -O
F -W
A Y L
IM
IT
S
S T
R U
C T
U R
E S
IT
E N
O
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
.0
STRUCTURE SITE NO. 192
RIGHT-OF-WAY LIMITS
T Y
P
C STRUCTURE
SITE NO. 192
AZ. 266°00'0.0"
L
ROW LIMITS
N 1,435,379.11
E 2,084,445.57
ABIDE ROAD
30' ROW
BAILEY ROAD
B E
A U
C H
A M
P R
O A
D
ROW LIMITS
N 1,435,778.14
E 2,084,417.66
M A
IN
C
A N
A L
ROW LIMITS =
THALWEG OF CHANNEL
ABIDE ROAD
M A
IN
C
A N
A L
400'0 200'
SCALE:1"=200'
F L
O W
F L
O W
HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE.
NAD83 DATUM IN FEET NAVD88
SURVEY BY: CHUSTZ SURVEYING
F.B. 41922
IR X Y Z DESCRIPTION
IR SB-1 2088018.756 1168644.481 91.170 (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
IR SB-2 2087728.984 1168622.556 91.048 (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
IR SB-3 2087365.435 1168872.620 91.361 (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
AZ.265°40
'23"
290.60'
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
TOP
BANK
T O P
T O P
TOP BANK
B A
N K
T O P
T O
E
T O E
W
E
W.E
TOE
THALWEG
T H
A L
W E
G
D I
T C
HD
I T C
H
WOODS
T O
P
B A
N K
W
E
T O P
TOP
DITCH
DI
TCH
C-101
S
IT
E N
O S -B
-D
C -1
In it ia l S it e
-B
-D d g n
E X
IS
T
IN
G S
IT
E P
L A
N
0 50 50 100FT
SCALE: 1''= 50'
I R
S B
E L
IR SB-1
EL. 91.170
SITE NOS. 24-B & 24-D - EXISTING SITE PLAN
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
A Z
IR
SB-
EL.
1.
0 50 50 100FT
SCALE: 1''= 50'
SITE NOS. 24-B & 24-D - SITE PLAN
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
TOP
BANK
TOP BANK
B A
N K
T O P
T O
E
T O E
W
E
W.E
TOE
T H
A L
W E
G
WOODS
T O
P
B A
N K
W
E
SITE NO.24-B
F
IN
A L S
IT
E P
L A
N
C-102
S
IT
E N
O S -B
-D
C -1
-B
-D d g n
L
DRAIN TO RISER, TYP.
SLOPE VARIES
L
SLOPE VARIES
L
L
1 ON 3, TYP.
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
MATCH EXISTING
GROUND EL. 69.0
LIMITS OF RIPRAP
MATCH EXISTING
GROUND EL. 69.5
LIMITS OF RIPRAP
24" CONDUIT
24" CONDUIT
1 ON 3, TYP.
SITE 24-D
CENTER OF
36" RISER
EL. 89.5
N 1,169,010.67
E 2,087,347.19
END DIVERSION DIKE
N 1,168,707.09
E 2,087,496.67
END DIVERSION DIKE
N 1,168,735.77
E 2,087,455.72
END DIVERSION DIKE
N 1,168,668.89
E 2,088,085.69
SITE 24-B
CENTER OF
36" RISER
EL. 90.0
N 1,168,656.17
E 2,087,896.32
EMBANKMENT C
EL. 94.5
N 1,168,626.09
E 2,087,816.77
EMBANKMENT C
EL. 94.5
N 1,168,636.23
E 2,087,950.79
IMPERVIOUS BLANKET
(SEE SHT. C-119
FOR ELEVATION)
EMBANKMENT C
EL. 94.6
N 1,169,056.33
E 2,087,310.34
EMBANKMENT C
EL. 94.6
N 1,168,951.62
E 2,087,334.16
END DIVERSION DIKE
N 1,169,314.35
E 2,087,292.33
AZ.120°42'46"
155.00'
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
SCALE: 1" = 50'
050' 50'
I R
S B
L
IR SB-4
EL.93.957
T O P
B A
N K
T O P
B A
N K
BANK
TOP
TOP
B A
N K
W
E
W E
W O
O D S
W O
O D S
W O
O D S
T H
A L
W E
G
T H
A L
W E
G
W O
O D S
CENTER 42" CMP
Elev96.087
42" CULVERT
INV. EL.78.862
B A
N K
T O
P
STONE PAVING
CONCRETE SLAB
HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE.
NAD83 DATUM IN FEET NAVD88
SURVEY BY: CHUSTZ SURVEYING
F.B. 41922
IR X Y Z DESCRIPTION
C -1
In ti a l S it e
-A d g n
IR SB-5 2082946.108 1177392.319 92.403 (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
IR SB-4 2082697.028 1177624.810 93.957 (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
IR SB-6 2083079.366 1177313.156 93.658 (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
C-103
SITE NO. 34-A - EXISTING SITE PLAN
S
IT
E N
O -A
X
IS
T
IN
G S
IT
E P
L A
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
A Z
V V
V V
V
V
V
V
V
V
VV
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
I R
S B
0 30 30 60FT
SCALE: 1''= 30'
C -1
-A a lt e rn a te d g n
C-104
S
IT
E N
O -A
DRAIN TO RISER, TYP.
L
SLOPE
VARIES
L
L
24" CONDUIT
SITE NO. 34-A - FINAL SITE PLAN
F
IN
A L S
IT
E P
L A
N
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
GRADE TO
EL. 98.0
T O
P
T O P
W O
O D S
B A
N K
B A
N K
T O P
W O
O D S
B A
N K
W O
O D S
TOP
T H
A L
W E
G
W
E
W O
O D S
T O
P
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
MATCH EXISTING
GROUND EL. 77.0
LIMITS OF RIPRAP
V V
V V
V
V
V
V
V
VV
V
V
V
V
V
V
CENTER OF
36" RISER
EL. 91.3
N 1,177,373.97
E 2,082,992.30
1 ON 3 TYP.
END DIVERSION
DIKE
N 1,177,530.87
E 2,082,858.32
END DIVERSION DIKE
N 1,177,356.60
E 2,083,167.57
EMBANKMENT C
EL. 97.0
N 1,177,422.59
E 2,082,982.43
C EMBANKMENT
EMBANKMENT C
EL. 97.0
N 1,177,363.15
E 2,083,042.45
100.0
204.82'
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
TOP BANK
THALWEG
0 30 30 60FT
SCALE: 1''= 30'
THALWEG
B A
N K
B A
N K
T O
P
T O
P
TOP BANK
TOP
BANKTOP
TOP
WOODS WOODS
90.0
95.0
105.0
95.0
100.0
C-105
E X
IS
T
IN
G S
IT
E P
L A
N
C -1
In it ia l S it e
-A d g n
SITE NO. 72-A - EXISTING SITE PLAN
S
IT
E N
O -A
WASHED OUT CULVERT
(TO BE REMOVED)
OTTER BAYOU
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
90.0
BANK
AZ.87°51'55"
179.66'
AZ.97°06'36" IR 72A-C
EL.101.466
IR 72A-B
EL.101.270
IR 72A-A
EL.101.140
105.0
100.0
1 ON 3, TYP.
SLOPE VARIES
L
L
L L
L
SITE NO. 72-A - FINAL SITE PLAN
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
1 ON 10
TOP BANK
THALWEG
0 30 30 60FT
SCALE: 1''= 30'
THALWEG
B A
N K
B A
N K
T O
P
T O
P
TOP BANK
TOP
BANK
TOP
TOP
TOP
WOODS
90.0
95.0
105.0
95.0
100.0
OTTER BAYOU
90.0
BANK
C-106
S
IT
E N
O -A
C -1
-A d g n
F
IN
A L S
IT
E P
L A
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
MATCH EXISTING
GROUND EL. 91.3
LIMITS OF RIPRAP
30" CONDUIT
CENTER OF
48" RISER
EL. 99.8
N 1,241,859.90
E 2,126,994.83
40'
EMERGENCY
SPILLWAY C
N 1,241,936.66
E 2,126,835.91
EMERGENCY
SPILLWAY C
EL. 101.5
N 1,241,836.77
E 2,126,835.91
WOODS
105.0
EMBANKMENT C
EL. 108.0
N 1,241,885.68
E 2,126,941.14
EMBANKMENT C
EMBANKMENT C
EL. 108.0
N 1,241,905.68
E 2,127,039.17
SURVEY BY: CHUSTZ SURVEYING
F.B. 41885
SCALE: 1" = 50'
050' 50'
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
A Z
F I
E
D
A D
F I E
A D
F I
E
A D
24" CMP
RUSTED OUT ON BANK
EL.107.436
24" CMP
RUSTED OUT ON BANK
EL.107.716
WOODS
WOODS
WOODS
W E
W
E
T O
P
B A
N K
B A
N K
T O P
S T
E E
A
Y O
U
S T
E E
Y O
U
IR X Y Z DESCRIPTION
SB-20 2092860.244 1280841.054 106.834 (SET 9/16IN SQ PIN) (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
SB-19 2092947.988 1281023.886 106.036 (SET 9/16IN SQ PIN) (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
SB-21 2092411.637 1280105.169 107.460 (SET 9/16IN SQ PIN) (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
SB-21
EL.107.460
SB-20
EL.106.834
C-107
E X
IS
T
IN
G S
IT
E P
L A
N
C -1
In it ia l S it e
-C d g n
SITE NO. 94-C - EXISTING SITE PLAN
S
IT
E N
O -C
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
A Z
SB-19
EL.106.036
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
C-108
S
IT
E N
O -C
C -1
-C d g n
F
IN
A L S
IT
E P
L A
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
0 50 50 100FT
SCALE: 1''= 50'
L
L
L
L
L
L
L
L
DRAIN TO RISER, TYP.
SITE NO. 94-C - FINAL SITE PLAN
LIMITS OF RIPRAP
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
L
F I
E
A D
F I E
A D
F I
E
A D
WOODS
WOODS
WOODS
W E
W
E
T O
P
B A
N K
B A
N K
T O P
S T
E E
Y O
U
S T
E E
Y O
U
MATCH EXISTING
GROUND EL. 90.0
30" CONDUIT 9
CENTER OF
48" RISER
EL. 105.0
N 1,280,893.87
E 2,092,920.15
ROADWAY C
EL. MATCH
EXISTING GROUND
N 1,281,004.63
E 2,092,960.58
EMBANKMENT C
EL. MATCH
EXIST. ROADWAY
N 2,092,922.00
E 1,280,968.94
EMBANKMENT C
EL. MATCH
EXISTING ROADWAY
N 1,280,854.16
E 2,092,845.00
END DIVERSION DIKE
N 1,280,169.45
E 2,092,699.06
ROADWAY C
EL. MATCH
EXISTING GROUND
N 1,280,883.57
E 2,092,972.77
ROADWAY C
EL. MATCH
EXISTING GROUND
N 1,280,752.18
E 2,092,886.45
DIVERSION DIKE
EMBANKMENT C
EL. 109.5
N 1,280,872.78
E 2,092,876.98
EMBANKMENT C
EMBANKMENT C
EL. 109.5
N 1,280,941.63
E 2,092,922.21
ROADWAY C
12' WIDE TYP.
SURVEY BY: CHUSTZ SURVEYING
F.B. 41922
SCALE: 1" = 50'
050' 50'
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
WOODS
WOODS
WOODS
WOODS
IR
SB-
EL.
7.
IR
SB-
EL.
9.
IR
SB-
EL.
5.
T O
P
B A
N K
B A
N K
T O
P
T H
A L
W E
G
T H
A L
W E
G
W
E
W
E
S T
E E
Y O
U
S
IT
E S
-A
-B
IR X Y Z DESCRIPTION
IR SB-13 2090102.927 1346464.464 119.783 (2014) (RTK)
IR SB-14 2090337.146 1346036.625 117.458 (2014) (RTK)
IR SB-15 2089869.755 1346994.022 115.320 (2014) (RTK)
SITE NOS. 134-A & 134-B - EXISTING SITE PLAN
C-109
E X
IS
T
IN
G S
IT
E P
L A
N
C -1
In it ia l S it e s
-A
A -B 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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
A Z
A Z
C -1
A a n d
B d g n
S
IT
E N
O S -A
-B
C-110
F
IN
A L S
IT
E P
L A
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
0 50 50 100FT
SCALE: 1''= 50'
SITE NOS. 134-A & 134-B - FINAL SITE PLAN
EMBANKMENT C
EL. 116.0
N 1,346,188.79
E 2,090,250.89
L
L
SLOPE VARIES
1 ON 3 TYP.
L
L
L
L
SLOPE VARIES
L
L
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
1 ON 10
WOODS
WOODS
WOODS
WOODS
T O
P
B A
N K
B A
N K
T O
P
T H
A L
W E
G
T H
A L
W E
G
W
E
W
E
S T
E E
Y O
U
MATCH EXISTING
GROUND EL. 96.0
MATCH EXISTING
GROUND EL. 96.0
24" CONDUIT
LIMITS OF RIPRAP
24" CONDUIT
LIMITS OF RIPRAP
SITE NO. 134-B
CENTER OF
36" RISER
EL. 111.5
N 1,346,690.88
E 2,089,943.61
SITE NO. 134-A
CENTER OF
36" RISER
EL. 111.5
N 1,346,226.61
E 2,090,209.22
EMERGENCY SPILLWAY C
EL. 113.0
N 1,346,516.81
E 2,090,153.13
EMERGENCY
SPILLWAY C
EL. 113.0
N 1,346,458.00
E 2,090,027.10
EMBANKMENT C
EMBANKMENT C
EL. 116.0
N 1,346,277.42
E 2,090,214.13
EMBANKMENT C
EL. 116.0
N 1,346,655.61
E 2,089,992.76
1 ON 3 TYP.
EMBANKMENT C
EMBANKMENT C
EL. 116.0
N 1,346,799.64
E 2,089,906.34
SURVEY BY: CHUSTZ SURVEYING
F.B. 41922
SCALE: 1" = 50'
050' 50'
IR X Y Z DESCRIPTION
SB-16 2086476.146 1351124.478 115.317 (SET 9/16 SQ PIN) (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
SB-17 2086092.502 1351364.301 115.678 (SET 9/16IN SQ PIN) (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
SB-18 2086880.180 1350774.732 115.179 (SET 9/16IN SQ PIN) (2014) (GPS-NAD83(2011) Ms.W.-NAVD88)
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
AZ.302°00'37"
452.44'
A Z
T O P
B A
N K
BANK
TOP
T O P
B A
N K
T H
A L
W E
G
W E
WOODS
S T E E
Y
O U
WOODS
WOODS
WOODS
W E
T H
A L
W E
G
SB-17
EL.115.678
S B
E L
SB-18
EL.115.179
S
IT
E S
-C
-D
SITE NOS. 134-C & 134-D - EXISTING SITE PLAN
C-111
E X
IS
T
IN
G S
IT
E P
L A
N
C -1
In it ia l S it e s
-C
-D 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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
F
IN
A L S
IT
E P
L A
N
C-112
S
IT
E N
O S -C
-D
C -1
C a n d
D 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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
0 40 40 80FT
SCALE: 1''= 40'
L
1 ON 3 TYP.
SLOPE VARIES
L
L
L
L
L
SLOPE VARIES
L
1 ON 3 TYP.
L
SITE NOS. 134-C & 134-D - FINAL SITE PLAN
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
1 ON 10
T O P
B A
N K
BANK
TOP
T O P
B A
N K
T H
A L
W E
G
W E
WOODS
S T E E
Y
O U
WOODS
WOODS
WOODS
W E
T H
A L
W E
G
MATCH EXISTING
GROUND EL. 91.1
24" CONDUIT
MATCH EXISTING
GROUND EL. 91.5
24" CONDUIT
LIMITS OF RIPRAP
LIMITS OF RIPRAP
50'
EMERGENCY
SPILLWAY C
EL. 113.0
N 1,350,961.66
E 2,086,396.54
EMERGENCY
SPILLWAY C
EL. 113.0
N 1,351,122.00
E 2,086,508.56
SITE NO. 134-D
CENTER OF
48" RISER
EL. 112.0
N 1,351,183.76
E 2,086,269.28
SITE NO. 134-C
CENTER OF
48" RISER
EL. 112.0
N 1,350,935.85
E 2,086,615.26
EMBANKMENT C
EL. 116.0
N 1,351,234.05
E 2,086,248.82
EMBANKMENT C
EL. 116.0
N 1,351,158.63
E 2,086,330.27
EMBANKMENT C
EL. 116.0
N 1,350,983.41
E 2,086,588.77
EMBANKMENT C
EMBANKMENT C
EL. 116.0
N 1,350,913.70
E 2,086,685.09
EMBANKMENT C
Z
HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE.
NAD83 DATUM IN FEET NAVD88
SURVEY BY: CHUSTZ SURVEYING
F.B. 41922
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
SCALE: 1" = 50'
050' 50'
W O
O D
S
T H
A L
W E
G
T H
A L
W E
G
TOP
BANK
B A
N K
T O
P
L O
W
T B
T O
E
T O
E
B R
E A
K
B R
E A
K
P.P.
POWERLINE
GUY
W
E
W
E
S T
E E
Y O
U
IR X Y Z DESCRIPTION
SB-7 2090269.232 1371737.968 117.025 (SET SQUARE PIN) (2014) (NAD83(2011) MS W-NAVD88)
SB-8 2090208.360 1371984.315 110.905 (SET SQUARE PIN) (2014) (NAD83(2011) MS W-NAVD88)
SB-9 2090143.656 1372176.560 111.891 (SET SQUARE PIN) (2014) (NAD83(2011) MS W-NAVD88)
SITE NO. 155-A - EXISTING SITE PLAN
C-113
S
IT
E N
O -A
E X
IS
T
IN
G S
IT
E P
L A
N
C -1
In it ia l S it e
-A 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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
A Z
SB-7 (SET SQUARE PIN)
EL.117.025
SB-8 (SET SQUARE PIN)
EL.110.905
SB-9 (SET SQUARE PIN)
EL.111.891
A L S
IT
E P
L A
N
C-114
S
IT
E N
O -A
C -1
A 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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
0 20 20 40FT
SCALE: 1''= 20'
DRAIN TO RISER, TYP.
L
L
L
1 ON 3 TYP.
DRAIN TO RISER
SITE NO. 155-A - FINAL SITE PLAN
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
GRADE TO
EL. 112.0
TOP
B R
E A
K
T O
E
B R
E A
K
T O
E L O
W
T B
W
E
BANK
T H
A L
W E
G
S T
E E
Y O
U
B A
N K
W O
O D
S
POWERLINE
P.P.
GUY
MATCH EXISTING
GROUND EL. 103.0
36" CONDUIT
CENTER OF
48" RISER
EL. 110.0
N 1,371,998.32
E 2,090,155.66
SLOPE VARIES
DIVERSION DIKE
DIVERSION DIKE
EMBANKMENT C
EL. 114.5
N 1,372,029.20
E 2,090,179.05
EMBANKMENT C
EMBANKMENT C
EL. 114.5
N 1,371,970.67
E 2,090,183.16
SURVEY BY: CHUSTZ SURVEYING
F.B. 41922, 41885
IR X Y Z DESCRIPTION
SB-10 2087681.854 1379652.838 120.296 (SET SQ PIN) (NAD83(2011) MS W-NAVD88)
SB-11 2087608.149 1380010.871 119.775 (SET SQ PIN) (NAD83(2011) MS W-NAVD88)
SB-12 2087463.589 1380289.770 120.541 (SET SQ PIN) (NAD83(2011) MS W-NAVD88)
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
SCALE: 1" = 100'
0100' 100' C-115
S
IT
E N
O
E X
IS
T
IN
G S
IT
E P
L A
N
C -1
In it ia l S it e 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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
A Z
WOODS
WOODS
SB-1
EL.1
20.
SB-11
EL.119.775
SB-
EL.
0.
T O
P B
A N
K
B A
N K
T O
P
T H
A L
W E
G
T H
A L
W E
G
TOP
T O
P
DI
TCH
DITCH
W
E
12" CMP
INV.EL.111.361
12" CMP
INV.EL.111.607
WOODS
WOODS
WOODS
WOODS
WOODS
T O
P
B A
N K
B A
N K
B A
N K
T O P
T O P
TOP
TOP
BANK
BANK
B A
N K
B A
N K
T O
P
T O
P
T O
P
B A
N K
WATER METER
EL.111.824
W
E
G R
A V
A D
G R
A V
A D
SITE NO. 162 - EXISTING SITE PLAN
A Z
M
0 30 30 60FT
SCALE: 1''= 30'
SITE NO. 162 - FINAL SITE PLAN
F
IN
A L S
IT
E P
L A
N
C-116
S
IT
E N
O
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
L
L
L
L
SLOPE VARIES
1 ON 3 TYP.
L
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
1 ON 10
WOODS
B A
N K
WOODS
T O
P
B A
N K
MATCH EXISTING
GROUND 99.0
36" CONDUIT
LIMITS OF RIPRAP
CENTER OF
48" RISER
EL. 111.6
N 1,379,915.65
E 2,087,619.56
EMERGENCY
SPILLWAY C
EL. 113.0
N 1,379,751.62
E 2,087,622.17
EMERGENCY
SPILLWAY C
EL. 113.0
N 1,379,786.70
E 2,087,730.98
EMBANKMENT C
EL. 116.0
N 1,379,872.87
E 2,087,607.08
EMBANKMENT C
EMBANKMENT C
EL. 116.0
N 1,379,944.60
E 2,087,585.67
SURVEY BY: CHUSTZ SURVEYING
F.B. 41883
SCALE: 1" = 50'
050' 50'
IR X Y Z DESCRIPTION
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
T H
A L
W E
G
T H
A L
W E
G
W
E
W
E
T O
P
B A
N K
B A
N K
T O
P
TOP BEAVER DAM
TOE BEAVER DAM
IR SB20000 2084362.657 1435246.985 121.341 (2014) (RTK)
IR SB20001 2084324.099 1435555.194 122.235 (2014) (RTK)
IR SB20002 2084229.334 1435814.848 122.354 (2014) (RTK)
IR SB20002
EL.122.354
IR SB20001
EL.122.235
IR SB20000
EL.121.341
SITE NO. 192 - EXISTING SITE PLAN
C-117
S
IT
E N
O
E X
IS
T
IN
G S
IT
E P
L A
N
C -1
In it ia l S it e d g n
F L
O W
F L
O W
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
A Z
A Z
A L S
IT
E P
L A
N
C -1
.d g n
S
IT
E N
O
C-118
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
0 30 30 60FT
SCALE: 1''= 30'
SITE NO. 192 - FINAL SITE PLAN
DRAIN TO RISER, TYP.
L
1 ON 3 TYP.
L
L
NOTES:
1. SEE REFERENCE DRAWINGS C-119 THRU C-122 FOR DETAILS.
2. SLOPE VARIES AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL
SIDE OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION BEARMS.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL
MATTING ARE NOT SHOWN ON THE SITE PLAN
TOE BEAVER DAM
TOP BEAVER DAM
T H
A L
W E
G
B A
N K
B A
N K
T H
A L
W E
G
T O
P
MATCH EXISTING
GROUND EL. 111.5
30" CONDUIT
CENTER OF
48" RISER
EL. 119.5
N 1,435,582.07
E 2,084,359.71
END DIVERSION DIKE
N 1,435,324.08
E 2,084,337.04
N 1,435,489.07
E 2,084,318.68
END DIVERSION DIKE
N 1,435,843.61
E 2,084,228.18
DIVERSION DIKE
DIVERSION DIKE
EMBANKMENT C
EL. 124.9
N 1,435,540.51
E 2,084,342.97
EMBANKMENT C
SLOPE VARIES
EMBANKMENT C
EL. 124.9
N 1,435,608.83
E 2,084,324.09
N 1,435,633.04
E 2,084,290.00
SITE NO.
EMBANKMENT EMBANKMENT
WIDTH "B" INV EL "C" INV EL "E"
CONDUIT
DIA "F" LENGTH "G" TOP EL "H"
RISER
DIA "I"
RISER
TOP EL "A"
RIPRAP
TOP EL "J"
INLET OUTLET CONDUIT
(ft.) (ft.) (ft.) (ft.) (ft.)(ft.) (in.) (in.)UNITS
12.00
(ft.) (ft.)
RISER PIPE ELEVATIONS AND DIMENSIONS - GRADE CONTROL
EL "D"
N/A
IMP. BLANKET
72-A
94.50 90.00 36"106.50
110.10 89.50 36"
97.00 77.00
79.50
85.30 95.10
108.00 94.80 93.30 30" 92.70 99.80 48"
30" 105.00 48"
80.50
80.50
88.00
102.50
101.50
RIPRAP
(ft.)
69.50
69.00
77.00
91.30
90.00
TOP EL "K"
24-B
24-D
80.00
12.00 N/A
12.00
34-A
12.00 24"
94.60 N/A 24"
12.00 24" 36"
116.00
116.00
116.00
116.00
12.00
12.00
12.00
12.00
105.50
105.50
102.00
102.00
N/A
N/A
N/A
98.00
98.00
91.10
91.50
24"
24"
24"
24"
87.00
87.00
104.70
103.50
113.00
113.00
112.00
112.00
36"
36"
48"
48"
107.00
107.00
102.00
102.50
96.00
91.10
91.50
94-C
134-A
134-B
134-C
134-D
155-A 114.50 14.00 106.00 N/A 105.00 36" 66.00 110.00 48" 114.50 103.00
116.00 12.00 105.60 N/A 99.00 36" 82.20 111.60 48" 111.00 99.00
124.90 12.00 114.50 N/A 111.50 30" 74.40 119.50 48" 123.00 111.50
99.70 92.00 90.00109.50
71.5088.00
N/A
N/A
71.00
96.00
WIDTH "L"
(ft.)
12.00
10.00
15.00
10.00
10.00
20.00
20.00
4.00
5.00
5.00
5.00
5.00
CHANNEL
91.30
FOR CLARITY, SEE DWG. C-122.
2.TOP SOIL AND LIME TREAMENT NOT SHOWN
PENETRATES THE ENGINEERING FABRIC.
BE BANDED TO THE PIPE WHERE THE PIPE
1.THE ENGINEERING FABRIC SHALL
NOTE:
CONSTRUCTION GRADE DETAIL.
SEE SHEET C-122 FOR GROSS
NOTE:
SCALE: NONE
PROFILE ALONG CONDUIT CENTERLINE
CONDUIT LENGTH "G"
EMBANKMENT
30' (MIN.)
4'
(SEE SITE PLANS)
VARIES
EXISTING GROUND LINE
EL. "E"
EL. "A"
WIDTH "B"
CONCRETE
TOP SLAB
EL. "D"
L EMBANKMENTC
CONCRETE RISER
FOUNDATION
1V:
3H
1V:3H
EL. "J"
EL."C"
CONNECTING
BAND
1V:
3H
EL."H"
IMPERVIOUS BLANKET
CONDUIT DIA. "F"
1V:3H
1V:3H
EL. "K"
WIDTH "B"
NOTES:
1. FOR DETAILS OF THE CONCRETE TOP SLAB,
CONCRETE RISER FOUNDATION, CONNECTING
BAND, AND RISER PIPE, SEE DWG. C-120.
2. FOR DETAILS OF THE RISER FENCE AND
ANTI-VORTEX BAFFLE, SEE DWG. C-121.
3. TOP SOIL AND LIME TREAMENT NOT SHOWN
FOR CLARITY, SEE DWG. C-122.
OUTLET DETAILS
SEE DETAIL "A"
(T Y
P
(T Y
P
TOP 12" OF MATERIAL WITHIN
THIS AREA SHALL BE 6" OF TOPSOIL
WITH 6" OF LIME TREATED SOIL BENEATH.
L
W I D
T H
FILL AND EROSION CONTROL MATTING
LIMITS OF LIME TREATMENT, TOPSOIL
EXAMPLE SITE PLANS SHOWING
18"
SCALE: NONE
(TYP.)
(TYP.)
SCALE: NONE
RIPRAP DETAILS
FINISHED
GRADE
SCALE: NONE
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
T Y
P
IC
A L G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
C-119
C -1
T y p G ra d e C o n tr o l S tr u c tu re .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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
EL. "J"
LIMITS OF RIPRAP
(SEE DWG. C-120 FOR DETAILS)
CONCRETE TOP SLAB
FOR DETAILS)
(SEE DWG. C-121
RISER FENCE
(SEE DWG. C-122 FOR DETAIL)
CONTROL MATTING (TYP.)
LIMITS OF EROSION
LC
M
B A
N K
M E
N T
(M I N
(M I N
(M I N
(M I N
1V:3H 1V:3H
CONDUIT DIA. "F"
V
H
V
H
VARIES
FABRIC
ENGINEERING
BACKFILL (TYP.)
ANCHOR TRENCH
1/3 LENGTH OF CONDUIT
ENGINEERING FABRIC
2' 2'
12"
12"
T Y
P
LIMITS OF RIPRAP
1 ON 1
1 ON 1
R200 RIPRAP
FABRIC
ENGINEERING
ANCHOR TRENCH BACKFILL (TYP.)
FABRIC
ENGINEERING
2' LAP OF ENGINEERING FABRIC (TYP.)
SURFACE FOR THE CONDUIT
SMOOTH BEDDING
CONDUIT TO PROVIDE
IN THE RIPRAP BENEATH
GROUT 12" DEEP CRADLE
CRADLE
GROUTED RIPRAP
TOP BANK
EL. "J" OR
BACKFILL (TYP.)
ANCHOR TRENCH
3' 10'
12"
12"
1V:3H
1V :3
H
(TYP.)
THALWEG
PIPE ANCHOR
1 1
SITE WITH RIPRAP
SECTION
(TYP.)
DETAIL "A"
1 ON 1.5 TYP.
EL. "J"
CONDUIT DIA. "F"
T Y
P
TYP.
TYP.
CONDUIT
CONDUIT DIA. "F"
2' LAP (TYP.)
RIPRAP
R200
TOE OF SLOPE
TOP BANK OF
EXISTING STREAM
OR EXCAVATION
PERVIOUS FILL
ANTI-VORTEX BAFFLE
SLOPE VARIES
(SEE SITE PLANS)
RISER PIPE DIA. "I"
18" PERVIOUS FILL (TYP.)
RISER
DIA. "I"
SEE DETAIL "A"
(SEE DWG. C-121 FOR DETAILS)
CONNECTING BAND
(SEE DWG. C-120)
SLOPE VARIES
(SEE SITE PLAN)
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
ROLLED END
12 GA. GALVANIZED
"O" RING GASKETS
ROD BINDERCONNECTING BAND
CAST IRON TANK LUG
PIPE STUB
SHOP WELD
MASTIC SEAL (TYP.)
CONCRETE TOP SLAB
NON-REINFORCED
CONCRETE RISER FOUNDATION
NON-REINFORCED
(SEE DETAIL THIS DWG.)
TANK LUG (2 REQUIRED)
SINGLE CONDUIT AND RISER
NOTE: DETAIL SHOWN IS FOR TYPICAL
6" TOPSOIL LAYER
6" LIME TREATED LAYER
ROD BINDER
‹" GALVANIZED
•" WASHER
•" X 1ƒ" COUPLING NUT
WITH LOCK WASHER
CARRIAGE BOLT AND NUT
•" X 6" GALVANIZED
PIPE STUB (SEE NOTE 4)
RISER DIA. "I"
CONDUIT DIA. "F"
CONCRETE TOP SLAB.
REQUIRED AROUND THE PERIMETER OF
5. 12" x 6" CONCRETE THICKENED EDGE
AND CONDUIT/PIPE STUB DIAMETERS.
4. SEE INDIVIDUAL SITE PLANS FOR RISER
MATCH FALL ANGLE OF CONDUIT.
3. ANGLE FOR CONDUIT FROM RISER SHALL
THE SPECIFICATIONS.
METAL PIPE IN ACCORDANCE WITH
2. TREAT ALL WELDS ON CORRUGATED
CONCRETE.
BITUMINOUS PAINT PRIOR TO PLACING OF
1. TREAT CORRUGATED METAL PIPE WITH
RISER DETAIL NOTES:
ANTI-VORTEX BAFFLE
V A
R I E S
RISER DETAILS
CONCRETE TOP SLAB
S E
E
I N
D I V I D
U
T
P
A N
S
CONNECTING BAND DETAILS
SCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE
TANK LUG DETAIL
TYP.
2' 2'
12"
4'
P
(T Y
P
SECTION "A-A"
CONCRETE TOP SLAB (SINGLE PIPE)
RISER DIA. "I"+ 4'
RISER DIA. "I"+ 4'
RISER DIA. "I"
R I S
A
I
ALTERNATE NO. 2
G R
A D
E C
O N
T R
O L P
IP
E
A N
D
R
IS
E R D
E T
A
IL
S
C-120
C -1
G ra d e C o n tr o l P ip e R is e r
D e ta il s .d g n
6"
12"
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
PIPE END
(6 REQ'D.)
TANK LUGS
2. THIS BAND MAY BE USED FOR ANY SIZE CONDUIT.
AS SPECIFIED FOR PIPE.
SAME GAGE AND DEPTH OF CORRUGATION
1. THE CONNECTING BAND SHALL BE THE
NOTES:
9 CORRUGATIONS
ALTERNATE NO. 1
FOR ALTERNATE CONNECTION)
(SEE BAR AND STRAP DETAIL
2" X 2" ANGLE IRON
CORRUGATED METAL BAND
WITH CLOSED CELL GASKET
A A
CONDUIT DIA. "F"
(SEE ADJACENT TABLE FOR BAND LENGTH)
FLAT, 6" WIDE, 12 GAGE METAL BAND.
(M I N
MUTIPLE 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:
FOR ƒ" DIA. ANCHOR ROD
ASSEMBLY WITH 1•" SQUARE HUB TAPPED
28.5" (MIN.) LONG DOUBLE 8" HELIX ANCHOR
LONG STEEL ANGLE
…" x 3-1/2" x 3-1/2" x 6"
DIAMETER
CONDUIT
LENGTH
BAND
HEIGHT
FIN
DIAMETER
RISER
CONTINUOUS WELD
CONTINUOUS WELD
DITCH BOTTOM
RIPRAP
60°
GROUTED RIPRAP CRADLE
SEE DETAIL "A"
SCALE: NONE
ƒ" STOP NUT ƒ" STOP NUT
12" (TYP.)
8" HELIX (TYP.)
ƒ" DIA. x 7' ANCHOR ROD ƒ" DIA. x 7' ANCHOR ROD
RISER
EACH SIDE
CONTINUOUS WELD
NOT SHOWN
NOTE: ANTI-VORTEX BAFFLE
ANTI-VORTEX BAFFLE (14 GA.)
CORRUGATED METAL
WELDED TO ANGLES. (4 REQUIRED)
1" x ‚" FLAT METAL BAR
(8 REQUIRED)
AT ALL POINTS OF CONTACT.
WELDED TO CORRUGATED METAL
1" x 1" x ‚" ANGLE IRON
(4 REQUIRED)
AT ALL POINTS OF CONTACT.
WELDED TO CORRUGATED METAL
1" x 1" x ‚" ANGLE IRON
(4 REQUIRED)
WELDED TO ANGLES.
FLAT METAL BAR
1" x ‚"
(12 REQUIRED)
OF CONTACT.
METAL AT ALL POINTS
TO CORRUGATED
ANGLE IRON WELDED
1" x 1" x ‚"
(12 REQUIRED)
AT ALL POINTS OF CONTACT.
WELDED TO CORRUGATED METAL
1" x 1" x‚" ANGLE IRON
(4 REQUIRED)
TWIST WELDED TO FIN.
METAL STRAPS WITH 90°
2" x ‰" x 12"
SPECIFICATIONS.
BE GALVANIZED IN ACCORDANCE WITH THE CONTRACT
2. ANTI-VORTEX BAFFLE AND ALL HARDWARE SHALL
(4 REQUIRED)
AND LOCK WASHERS AT POINTS OF CONTACT.
WITH†" GALVANIZED HEX BOLTS WITH NUTS
1. ANTI-VORTEX BAFFLE TO BE ATTACHED TO RISER
ANTI-VORTEX BAFFLE NOTES:
(SEE DWG. C-120 FOR DETAILS)
CONCRETE TOP SLAB
ALL FASTENING HARDWARE SHALL BE GALVANIZED.
TREATED TIMBER CONFORMING TO THE CONTRACT SPECIFICATIONS.
5. FENCE TOP BRACING SHALL BE 4" x 4" PRESSURE
ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
ON CENTER. THE BARBED WIRE SHALL BE GALVANIZED IN
WIRE WITH 14 GAGE, 4 POINT ROUND BARBS, SPACED 5"
4. FENCING SHALL BE DOUBLE STRAND 12•GAGE TWISTED
BELOW TOP OF POSTS.
PLACED 1'-3" APART WITH TOP STRAND PLACED 6"
3. FENCING SHALL CONSISTS OF 3 STRANDS OF BARBED WIRE
CORNER POSTS.
POSTS, WHEN REQUIRED, SHALL BE EVENLY SPACED BETWEEN
2. MAXIMUM SPACING BETWEEN FENCE POSTS SHALL BE 10'. INTERMEDIATE
AND 1' OUTSIDE THE EDGE OF THE CONCRETE PAD.
SPECIFICATIONS. POST SHALL BE SET 2' BELOW GROUND ELEVATION
PRESSURE TREATED FENCE POSTS, CONFORMING TO THE CONTRACT
1. FENCE POSTS SHALL BE 4" DIA. (OR SQUARE) X 6' LONG, STANDARD
RISER FENCE NOTES:
POST (IF REQUIRED)
CORNER AND INTERMEDIATE
NOTCH 1" (MAX.) INTO
4" x 4" TOP BRACE.
LAYER, TYP.
6" LIME TREATED
(SEE SITE PLANS)
(H
"A"
"B"
"A"
"B"
F
N
H
I G
H T
(H
WELD (TYP.)
CMP RISER
CMP RISER
WELD (TYP.)
x x x x x xxx
BARBED WIRE
CONTINUOUS WELD
RISER DIAMETER
SCALE: NONE
SCALE: NONE SCALE: NONE
SCALE: NONE
RISER FENCE DETAIL
PIPE ANCHOR DETAILS
DETAIL "A"
SECTION "A-A" SECTION "B-B"
ELEVATION
ANTI-VORTEX BAFFLE DETAILS
ISOMETRIC
BAFFLE WIDTH (W)
1" (TYP.)
RISER O.D. + 2"
12" 12"
6" TOPSOIL LAYER,TYP.
2' 2'RISER
DIA. "I"
4" x 4" POST
5'-3"
6'-9"
36"
42"
48"
54" 9'-3"
8'-3"
3'-0"
3'-6"
3'-6"
30"
36"
42"
48"
54"
60" 4'-0"
72"
3'-6"
4'-0"
3'-0"
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
M
IS
C E
L L
A N
E O
U S P
IP
E
A N
D
R
IS
E R D
E T
A
IL
S
C-121
C -1
M is c P ip e R is e r
D e ta il s .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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
SEE SITE PLAN
1V:
3H
CL EMBANKMENT
CONDUIT
NET (DESIGN) GRADE
GROSS CONSTRUCTION GRADE
PROFILE
CONDUIT PIPE EXCAVATION
GRADE BETWEEN LIMITS OF
USE GROSS CONSTRUCTION
SHOWN ON THE SITE PLANS
NET (DESIGN) GRADE AS
CONDUIT
LIME TREATMENT
TOP BANK OF EXISTING DRAINAGE
ADJACENT FIELD ELEVATION,
RISER
EXISTING GROUND
GROSS CONSTRUCTION GRADE DETAIL
5' 5' 12"
TAPER TAPER
GROSS CONSTRUCTION GRADE
IMPERVIOUS BLANKET DETAILS
IMPERVIOUS
BLANKET
(SEE SITE
PLAN)
IMPERVIOUS
BLANKET
ELEVATION
BACKFILL (TYP.)
ANCHOR TRENCH
SIDE SLOPE
WITH CHANNEL
INTERSECTION
6" TOPSOIL
6" LIME TREATMENT
TOP BANK
1V:3H
EMBANKMENT
TOP BANK
CONTROL MATTING TO TOE OF SLOPE.
5. WHERE RIPRAP IS NOT REQUIRED, EXTEND EROSION
4. BACKFILL ALL TRENCHES WITH PERVIOUS MATERIAL.
5' (MIN.) ON EITHER SIDE OF SLOPE INTERSECTION.
3. MATTING TO BE A MINIMUM OF 10' WIDE WITH
MINIMUM OF 6" WITH UPGRADE SECTION ON TOP.
2. LONGITUDINAL SPLICES SHALL OVERLAP A
MANUFACTURER'S RECOMENDATIONS.
IN ALL TRENCHES. ANCHORS SHALL COMPLY WITH
1. ANCHOR EROSION CONTROL MATTING AT 3' O.C.
EROSION CONTROL MATTING NOTES:
TRENCH 12" DEEP
TRANSVERSE TERMINAL
AT 25' (MAX.) INTERVALS
DEEP TRANSVERSE TRENCH
CHECK SLOT 6" TO 12"
TRENCH 12" DEEP
TRANSVERSE TERMINAL
PLAN VIEW
SCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE
EROSION CONTROL MATTING DETAILS
END OF ROLL TREATMENT
PROFILE
PIPE EXCAVATION EXAMPLE SECTION
PROFILE
6"
T Y
P
IC
A L
2'-0"2'-0"
M
IN
H T
RIPRAP (WHERE REQUIRED)
ANCHOR (SEE NOTE 1.)
TRANSVERSE TRENCH
MIN.
CONDUIT
DIA.
CONDUIT DIA./4
1V :3
H
EXISTING GROUND
CONDUIT
1V :3
H
CONDUIT EXCAVATION
CONDUIT
6" TOPSOIL
6" LIME TREATED
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
25' 25'
(MAX.)(MAX.)
IMPERVIOUS BLANKET NOTE:
THE TOP 6" OF THE IMPERVIOUS
BLANKET BERM SHALL BE LIME TREATED.
C-122
M
IS
C E
L L
A N
E O
U S C
O N
S T
R U
C T
IO
N
D E
T A
IL
S
C -1
M is c C o n s tr u c ti o n D e ta il s .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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H /0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
RISER
FLOW
1. EXCAVATE THE TRENCH.
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
4"
STRAW BALE DETAILS
CONSTRUCTION OF A STRAW BALE BARRIER
SCALE: NONE
3. GAPS BETWEEN BALES SHALL BE CHINKED
(FILLED BY WEDGING WITH STRAW).
FLOW
FLOW
FLOW
PLAN
(MIN.)
M
IN
FLOW
POINTS A SHOULD BE HIGHER THAN POINT B
B A
F L
O W
A
M
IN
M
A X
RUNOFF
STEEL OR WOOD POST
STEEL OR WOOD POST
2'-0"
6'-0" TYPICAL
FILTER FABRIC -
ATTACH SECURELY TO UPSTREAM
SIDE OF POST.
4" x 4" TRENCH -
EXCAVATE, LINE WITH FILTER FABRIC
AS SHOWN AND BACKFILL WITH COMPACTED
MATERIAL.
9" (MAX. RECOMMENDED)
STORAGE HEIGHT.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
STORM WATER POLLUTION PREVENTION PLAN
SCALE: NONE
SILT SCREEN FENCE IN DRAINAGE
ELEVATION SECTION
PLAN
SCALE: NONE
S T
O R
M W
A T
E R P
O L L
U T
IO
N
P R
E V
E N
T
IO
N P
L A
N T
Y P
IC
A L D
E T
A
IL
S
INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
EXTRA STRENGTH FILTER FABRIC REQUIRED
IF WIRE MESH SUPPORT IS NOT USED.
NOTES:
1.
2.
3.
CONSTRUCTION ENTRANCE & EXIT DETAILS
SILT SCREEN FENCE DETAILS
SCALE: NONE
DIVERSION DIKE & DRAINAGE SWALE DETAIL
TOP BANK
UN-COMPACTED SOIL
STREAM SIDE
(EDGE OF ROAD
SITE 94-C ONLY)
2'-0"
SLOPE TO BE NO
STEEPER THAN 1 ON 4
SLOPE TO BE NO
STEEPER THAN 1 ON 1
NOTES:
1. DIVERSION DIKE & DRAINAGE SWALE SHALL
RECIEVE EROSION CONTROL IMMEDIETLY AFTER CONSTRUCTRED
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/0
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
B
IG
S
U N
F L
O W
E R R
IV
E R
S T
E E
L E B
A Y
O U S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
S
F C /M
R
T S
T E
E L E B
A Y
O U B
A S
IN
P H
A S
E V
II
S T
R U
C T
U R
E S S
E C
T
IO
N
J L
C
J u s ti n C a rt e r
T A
T
G le n d a H il l, P .E
Y S -1
-1
/0
/0
S H
A R
K E
Y
IS
S A
Q U
E N
A
W
A S
H
IN
G T
O N C
O U
N T
Y
M S
S W
P P
P T
D
C
X .D
G N
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
C-501
File details come from the government source that posted it. Updated .