16b0013.pdf
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- Solicitation number
- W912EE-16-B-0013
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| B01_OfficialAbstract_16B13.pdf | ||
| B01_UnofficialBidAbstract_16B13.pdf | ||
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| 385-1-1.pdf | ||
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F
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R of Engineers US Army Corps
Vicksburg District
C O
V E
R S
H E
E T
G-001
LITTLE CREEK
BANK STABILIZATION-BS-10-03
G -0
.d g n
/MR&T, YAZOO RIVER BASIN
MISSISSIPPI DELTA HEADWATERS PROJECT
WEBSTER COUNTY, MISSISSIPPI
YALOBUSHA RIVER WATERSHED
FC
Solicitation: W912EE-16-B-0013
Contract: W912EE-16-C-00xx
JULY 2016
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INDEX TO DRAWINGS
G-001
G-002
C-501
X-501
GENERAL PLAN MAP
SCALE 1" : 2600'
2600 5200 7800
VICINITY MAP
SCALE 1" : 8000'
8000 16000 24000 320000 40000
QUADRANGLE MAP
0 2000 4000 6000 8000 10000
SCALE 1" : 2000'
NO SCALE
LOCALITY MAP
C-101
C-102 TO C-110
10,400 13,000
PREVENTION PLAN TYPICAL DETAILS
STORM WATER POLLUTION
TYPICAL DETAILS
CROSS-SECTIONS
SITE PLAN MAP
GENERAL PLAN
PLAN MAP AND INDEX TO DRAWINGS
LOCALITY MAP, VICINITY MAP, GENERAL
COVER SHEET
C-301 TO C-320
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TIPPAH
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LAFAYETTE
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QUITMAN
COAHOMA
TALLAHATCHIE
YALOBUSHA
CALHOUN CHICKASAW
MONROE
CLAY
WEBSTER
LOWNDESOKTIBBEHA
CHOCTAW
WINSTON NOXUBEE
KEMPERLEAKE
ATTALA
MONTGOMERY
GRENADA
CARROLL
LEFLORESUNFLOWER
BOLIVAR
WASHINGTON
ISSAQUENA
SHARKEY
HUMPHREYS
HOLMES
YAZOO
MADISON
WARREN
CLAIBORNE
JEFFERSON
ADAMS
FRANKLIN
HINDS
COPIAH
RANKIN
SCOTT NEWTON LAUDERDALE
CLARKEJASPERSMITH
SIMPSON
WAYNEJONESCOVINGTON
GREENE
PERRYFORREST
LAMAR
JEFFERSON
DAVIS
LAWRENCE
LINCOLN
AMITE PIKE
WATHALL
MARION
WILKINSON
PEARL RIVER STONE
GEORGE
JACKSONHARRISON
HANCOCK
NESHOBA
COLUMBUS
N
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G -0
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W89° 21' 20"
N33° 40' 47"
RANGE: R2E
TOWNSHIP: T16S
SECTION: 16,21 & 28
QUAD MAP: BELLEFONTAINE
THE DRIVEWAY FOR ACCESS
CONTRACTOR IS NOT TO USE
RIGHT-OF-WAY
30 FT.
30 FT. RIGHT-OF-WAY
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.5
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.0
.0
.4
.4
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GENERAL PLAN
0 800FT 200
SCALE: 1''= 400'
400 400
N
LITTLE CREEK
FOR SITE PLAN MAP
SEE SHEET C-102
FOR SITE PLAN MAP
SEE SHEET C-103
FOR SITE PLAN MAP
SEE SHEET C-104
FOR SITE PLAN MAP
SEE SHEET C-105
FOR SITE PLAN MAP
SEE SHEET C-106
FOR SITE PLAN MAP
SEE SHEET C-107
FOR SITE PLAN MAP
SEE SHEET C-108
FOR SITE PLAN MAP
SEE SHEET C-109
FOR SITE PLAN MAP
SEE SHEET C-110
STA. 7+58
STA. 16+99
STA. 26+54
STA. 36+02
STA. 45+77
STA. 55+56
STA. 65+89
STA. 76+07
F L
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LITTLE CREEK
BASELINE #1
BASELINE #1
BASELINE #1
BASELINE #1
BASELINE #1
BASELINE #1
BASELINE #1
BASELINE #1
BASELINE #1
BASELINE #2
BASELINE #3
STA. 85+01
E 825488.55
N 1521585.47
EL. 295.86
IR GPS 32
STA. 82+76
E 825284.36
N 1521490.32
EL. 295.78
IR GPS 31
STA. 0+00
E 823056.92
N 1513574.11
EL. 318.55
IR GPS 37
STA. 24+46
E 823783.51
N 1515909.71
EL. 310.94
IR #1
STA. 27+86
E 823760.12
N 1516249.27
EL. 311.74
IR #2
STA. 52+43
E 824270.35
N 1518652.21
EL. 304.12
IR #3
STA. 56+34
E 824289.54
N 1519042.81
EL. 303.86
IR #4
E 824859.13
N 1519540.77
BL#2 PTA
E 824544.00
N 1519668.86
STA. 63+10
E 825269.67
N 1520498.13
BL#3 PTA
E 824936.17
N 1520633.68
STA. 73+50
F L
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225.2755
65°0 0'51"
5.
360.00
N
24"CPP
INV=314.98
INV=308.71
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IN
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18"CMP
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18"CMP
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INV=285.2712"CPP
INV=291.44
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.6
.6
SEE BOOK 2816
GPS PT 37
SEE BOOK 2816
GPS PT 38
SEE BOOK 2816
GPS PT 32
SEE BOOK 2816
GPS PT 31
C-102
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823229.171513934.02
TO IR #1
ST#3
ST#4
ST#5
ST#6
1513730.70 823200.54
823206.24
823206.55
1514115.75
1514206.30
F L
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B/L STA. 1+56
B/L STA. 2+18
B/L STA. 5+68
B/L STA. 6+15
B/L S
TA. 6+7
BASELINE #1
B/L STA. 2+72
B/L STA. 3+20
B/L S
TA. 3+68
STA. 0+00
E 823056.92
N 1513574.11
EL. 318.55
IR GPS 37
24"CPP
INV=314.98
INV=308.71
.6
SEE BOOK 2816
GPS PT 37
SEE BOOK 2816
GPS PT 38
823239.471513874.17
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
RIGHT-OF-WAY
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
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DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
ST#1
ST#2
823184.981513831.41
N
TRANSVERSE STONE TIEBACK TABLE
TIEBACK NO. AZIMUTH NORTHING EASTING
SITE PLAN MAP
MATCHLINE SEE SHEET NO. C-103 (STA. 7+58)
ST#1
ST#2
ST#3
ST#4
ST#5
ST#6
85°35'39"
93°29'22"
93°29'22"
82°17'20"
269°10'11"
261°52'11"
0 50 50 100FT
SCALE: 1''= 50'
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STONE TIEBACK (TYP.)
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C-103
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STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
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
A N
S I
D
J D
M
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IS
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A N B
U
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D U
P O
N
N E
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C H
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F
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S o u th C o n g re s s S tr e e t, S u it e
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T
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M
IS
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IS
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A H
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C T
L
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T L E C
R E
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B A
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T A
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N B
S -1
-0
Y Y
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-3
B S
J B
D a v id L
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T
Y A
Z O
O R
IV
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A S
IN
J U
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-B -0
J U
L Y
TO IR GPS 37
TO IR #1
ST#7
ST#8
ST#9
ST#10
1514310.43
1514673.20
1514664.31
1514715.74
1514752.71
1514801.92
1514803.82
1514828.54
1514835.62
1514909.50
1514984.67
1515076.87
823206.94
823295.10
823315.61
823318.32
823365.74
823501.41
823391.21
823464.68
823430.35
823750.39
823794.80
823813.47
RIGHT-OF-WAY
FLOW
L
IT
T
E E
K
B/L STA. 7+71
B/L STA. 8+15
B/L STA. 8+58
B/L STA. 9+05
B/L STA. 9+56
B L
S T
A . 11+
B L
S T
A . 12
B /L S
T A
+2
B L
S T
A
B L
S
T A . 13
B/L
STA. 1
5+03
B/L STA. 15+26
B /L S
T A. 15
+67
B/L STA. 15+99
B/L STA. 15+48
B/L STA. 10+65
B/L STA. 11+09
B/L STA. 11+50
10 3
5 3
15 3
BASELINE #1
B/L STA. 10+10
B
L
S
T A . 15
B/L STA. 16+78 B/L STA. 17+19
B L
S
T A . 14
B L
S T
A . 15
B/ L S
TA.
15+11
B L
S T
A . 14
(B
B
T
A . 1
A
1514781.12
1514824.84
1514863.60
823609.67
823641.93
823694.55
1515172.46 823794.60
1515072.96
1515100.46
1515134.00
823799.96
823782.38
823778.47
1514509.55 823238.64
1514583.36 823217.33
1514760.00 823522.23
"C
M P
I N
V .1
I N
V .3
.6
N
Z=954.3235 Y=1515076.8713 X=823813.4712
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
TRANSVERSE STONE TIEBACK TABLE
TIEBACK NO. AZIMUTH NORTHING EASTING
MATCHLINE SEE SHEET NO. C-102 (STA. 7+58)
MATCHLINE SEE SHEET NO. C-104 (STA. 16+99)
270°14'25"
279°34'29"
282°31'44"
287°46'00"
293°25'43"
293°25'43"
298°29'54"
316°16'25"
53°47'07"
319°51'40"
40°56'43"
328°20'48"
149°00'07"
173°57'53"
139°05'42"
133°45'23"
125°18'52"
99°20'41"
77°53'37"
77°53'37"
73°14'34"
ST#7
ST#8
ST#9
ST#10
ST#11
ST#12
ST#13
ST#14
ST#15
ST#16
ST#17
ST#18
ST#19
ST#20
ST#21
ST#22
ST#23
ST#24
ST#25
ST#26
ST#27
ST#28 100°51'49"
ST#11
ST#12
ST#13
S T
S T
S T
S T
ST#
S T
S T
S T #2
ST#25
ST#2
ST#2
ST#28
ST#29 100°51'50"
S T
S T
ST#24
ST#29
1514409.46 823217.59
RIGHT-OF-WAY
STONE TIEBACK (TYP.)
1515899.02
1515997.10
1516040.18
1516095.01
823883.46
823868.56
823817.64
823812.73
1515702.86 823887.80
1515797.17 823876.35
C-104
S
IT
E P
L A
N M
A P
C -1
.d g n
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
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
A N
S I
D
J D
M
V
IC
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B U
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T R
IC
T
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B U
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IS
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IS
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M
IS
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IS
S
IP
P I
K e n M c B e a th P .E
S O
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A N B
U
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P O
N
N E
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C H
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F
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S o u th C o n g re s s S tr e e t, S u it e
F
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T
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Y A
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A H
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C T
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T L E C
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B A
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T A
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Y Y
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B S
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J U
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TO IR GPS 37
TO IR 2
RIGHT-OF-WAY
F L
O W
L
IT
T
E E
K
B/L S
TA. 22+49
B/L STA. 23+29
B/L STA. 23+85
B/L STA. 24+29
B/L STA. 24+70
B/L S
TA. 25
+21
B/L S
TA. 25
+71
B/L STA. 26+29
5 3
0 3
BASELINE #1
B/L STA. 17+19
B/L
STA. 22
+00
STA. 24+46
E 823783.51
N 1515909.71
EL. 310.94
IR #1
N
30" CMP
INV=299.10
INV=310.45
IN
V=3
.7
" C
MP
.6
N
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
RIGHT-OF-WAY
TRANSVERSE STONE TIEBACK TABLE
TIEBACK NO. AZIMUTH NORTHING EASTING
MATCHLINE SEE SHEET NO. C-103 (STA. 16+99)
MATCHLINE SEE SHEET NO. C-105 (STA. 26+54)
80°50'45"
90°26'15"
86°57'07"
81°58'41"
81°58'41"
86°31'34"
ST#30
ST#31
ST#32
ST#33
ST#34
ST#35
ST#30
ST#31
ST#32
ST#33
ST#34
ST#35
STONE TIEBACK (TYP.)
C-105
IT
E P
L A
N M
A P
C -1
.d g n
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
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
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D E
S
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D B
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D E
S C
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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
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U M
B E
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B M
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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
A N
S I
D
J D
M
V
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B U
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M
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P I
K e n M c B e a th P .E
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N E
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C H
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S o u th C o n g re s s S tr e e t, S u it e
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S H
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IS
S
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S
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P I
D E
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A H
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A T
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S P
R O J E
C T
L
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T L E C
R E
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B A
N K S
T A
B
IL
IZ
A T
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N B
S -1
-0
Y Y
A -1
-3
B S
J B
D a v id L
W a ll a c e P .E
F C /M
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Y A
Z O
O R
IV
E R B
A S
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J U
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J U
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TO IR #1
823819.19
823925.67
1516146.92
1516250.75
RIGHT-OF-WAY
F L
O W
L
IT
T
E E
K
B/L STA. 26+80
B/L STA. 27+38
B /L S
T A . 2
+14
B
L
S
T A . 3
B
L
S
T A . 3
1+
BASELINE #1
B/L STA. 30+61
B/L STA. 31+12
B/L STA. 31+30
B/L STA. 32+60
B L
S T
A . 3
+6
B L
S T
A . 3
+3
B L
S T
A
B L
S T
A
STA. 27+86
E 823760.12
N 1516249.27
EL. 311.74
IR #2
F L
O W
824128.05
824126.23
1516450.42
1516504.35
824145.901516580.88
824098.601516392.07
824181.741516622.24
824103.811516510.55
823835.991516223.19
INV=308.32
INV=302.13 INV=302.13
INV=296.60
INV=296.60
N
TO IR #3
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
TRANSVERSE STONE TIEBACK TABLE
TIEBACK NO. AZIMUTH NORTHING EASTING
MATCHLINE SEE SHEET NO. C-104 (STA. 26+54)
MATCHLINE SEE SHEET NO. C-106 (STA. 36+02)
86°07'38"
127°30'09"
168°48'23"
105°27'34"
105°27'34"
131°54'33"
131°54'33"
ST#36
114°00'26"
111°26'26"
ST#37
ST#38
ST#39
ST#40
ST#41
ST#42
ST#43
ST#44
ST#36
S T #3
ST#39
ST#40
ST#41
ST#42
S T
S T
S T
S T 2S T
RIGHT-OF-WAY
STONE TIEBACK (TYP.)
O W
F
IL
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D
A T
E
T
IM
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U
S E
R
C-106
S
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S O
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N N
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D B
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D A
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M A
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D E
S C
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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
A N
S I
D
J D
M
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S O
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A N B
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N E
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C H
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F
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S o u th C o n g re s s S tr e e t, S u it e
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TO IR #3
TO IR #2
1517105.59
1517193.65
1517291.68
1517409.38
1517461.85
1517510.14
1517597.54
1517636.16
1517671.25
1517682.03
1517705.32
824600.41
824644.87
824660.26
824646.11
824657.01
824650.47
824591.26
824553.84
824516.33
824434.47
824468.48
RIGHT-OF-WAY
F L O
W
L
IT
T
E E
K
B/ L
STA.
8+0
B/ L
STA.
+14
B/L STA. 38+83
B/L STA. 39+13
B/L STA. 39+41
B/ L
STA.
41+
B/L STA. 44+22
B/L STA. 38+97
B/L STA. 38+76
5 2
BASELINE #1
B/L STA. 45+66
B/L STA. 45+98
B /L S
T A . 4
+8
B/L STA. 39+80
B/L STA. 41+10
B /L S
T A.
9+
B/L
STA. 4
2+54
B/L STA. 45+61
B L
S T
A +1
B L
S T
A
B L
S T
A
B/L STA. 46+64
1517910.09 824450.06
1517987.33 824492.05
1517943.68 824502.58
INV=296.60
18"CPP
IN
V=3
.1
IN
V=2
.0
IN
V=3
6.
IN
V=2
6.
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
N
1517722.19
1517763.31
1517864.59
1517897.35
824406.24
824396.86
824414.68
824471.83
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
RIGHT-OF-WAY
TRANSVERSE STONE TIEBACK TABLE
TIEBACK NO. AZIMUTH NORTHING EASTING
MATCHLINE SEE SHEET NO. C-105 (STA. 36+02)
MATCHLINE SEE SHEET NO. C-107 (STA. 45+77)
126°15'42"
102°14'52"
92°35'34"
87°17'29"
97°29'55"
69°19'10"
50°39'51"
39°34'20"
55°36'08"
55°36'08"
72°53'50"
76°44'01"
112°50'46"
120°20'17"
120°20'17"
101°59'17"
36°30'09"
90°26'36"
ST#45
S T #4
ST#46
ST#47
ST#48
ST#49
ST#50
ST#51
ST#52
ST#53
ST#54
ST#55
ST#56
ST#57
ST#46
ST#47
ST#48
ST#49
ST#
S T #5
S T
S T
ST#
ST#
ST#5
ST#5
ST#58
ST#59
ST#61
ST#62
ST#58
ST#59
ST#60
ST#61
ST#62
ST#60
STONE TIEBACK (TYP.)
C-107
IT
E P
L A
N M
A P
C -1
.d g n
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
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
A N
S I
D
J D
M
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
W E
B S
T E
R C
O U
N T
Y
M
IS
S
IS
S
IP
P I
K e n M c B e a th P .E
S O
L U
T
IO
N S Y
O U C
A N B
U
IL
D U
P O
N
N E
E L -S
C H
A F F
E R
P h o n e (6
-3
F
A X (6
-3 c k s o n M is s is s ip p i
S o u th C o n g re s s S tr e e t, S u it e
F
IL
E
D
A T
E
T
IM
E
U
S E
R
Y A
L O
B U
S
E R W
A T
E R
S H
E D
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
L
IT
T L E C
R E
E K
B A
N K S
T A
B
IL
IZ
A T
IO
N B
S -1
-0
Y Y
A -1
-3
B S
J B
D a v id L
W a ll a c e P .E
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
J U
L Y
W E
E -1
-B -0
J U
L Y
.5
.0
TO IR #2
824491.40
824448.45
824479.24
824515.42
824518.98
824428.92
824427.48
1518135.03
1518238.69
1518238.36
1518434.81
1518479.24
1518906.07
1518955.49
RIGHT-OF-WAY
F L
O W
L
IT
T
E E
K
B/L STA. 47+01
B/L STA. 47+61
B/L STA. 48+23
B/L STA. 48+98
B/L STA. 49+36
B/L STA. 49+55
B/L STA. 50+03
B/L STA. 50+61
B/L STA. 54+02
B/L STA. 54+33
B/L STA. 54+87
B/L STA. 55+43
5 3
5 3
BASELINE #1
B/L STA. 45+98
B/ L
STA.
51+
B/L
STA. 5
2+43
B/L STA. 53+49
B/L STA. 53+87
B/L STA. 46+64
STA. 52+43
E 824270.35
N 1518652.21
EL. 304.12
IR #3
824501.351518333.16
824456.851518289.74
824403.661518641.44
824409.461518765.19
824379.221518725.82
INV=303.28
18"CMP
INV=293.77
IN
V=3
.6
"C
M
P IN
V=2 .3
N
TRANSVERSE STONE TIEBACK TABLE
87°45'15"
90°36'26"
90°36'26"
95°40'20"
93°36'25"
86°38'01"
89°01'04"
68°34'30"
107°23'23"
93°39'48"
103°13'21"
ST#63
ST#63
ST#64
ST#65
ST#66
ST#67
ST#68
ST#69
ST#70
ST#71
ST#72
ST#73
ST#64 ST#65
ST#66
ST#67
ST#68
ST#69
ST#
ST#71
ST#72
ST#74
ST#75
ST#74
ST#75
86°19'04"
88°33'26"
ST#73
ST#59 ST#60
824444.12
TIEBACK NO. AZIMUTH NORTHING EASTING
1518800.78
TO IR #4
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
MATCHLINE SEE SHEET NO. C-106 (STA. 45+77)
MATCHLINE SEE SHEET NO. C-108 (STA. 55+56)
STONE TIEBACK (TYP.)
RIGHT-OF-WAY
STONE TIEBACK (TYP.)
C-108
S
IT
E P
L A
N M
A P
C -1
.d g n
LOCATED IN THE FIELD.
12. CONTROL POINTS IDENTIFIED AS (CP-XX) ARE NOT PHYSICALLY
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
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
A N
S I
D
J D
M
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
W E
B S
T E
R C
O U
N T
Y
M
IS
S
IS
S
IP
P I
K e n M c B e a th P .E
S O
L U
T
IO
N S Y
O U C
A N B
U
IL
D U
P O
N
N E
E L -S
C H
A F F
E R
P h o n e (6
-3
F
A X (6
-3 c k s o n M is s is s ip p i
S o u th C o n g re s s S tr e e t, S u it e
F
IL
E
D
A T
E
T
IM
E
U
S E
R
Y A
L O
B U
S
E R W
A T
E R
S H
E D
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
L
IT
T L E C
R E
E K
B A
N K S
T A
B
IL
IZ
A T
IO
N B
S -1
-0
Y Y
A -1
-3
B S
J B
D a v id L
W a ll a c e P .E
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
J U
L Y
W E
E -1
-B -0
J U
L Y
.0
.4
824788.731519837.89
TO IR #3
TO IR GPS #31
S T
824375.29
824688.60
824680.81
825020.35
1518980.16
1519364.71
1519464.78
1519861.81
RIGHT-OF-WAY
E 825198.09
N 1519630.87
CP#1
S T A
B
A
B L
S T
A
S T 1B
1519731.25
1519769.92
824885.13
824956.71
B/L STA. 66+06
F L
O W
L
IT
T
E E
K
B/L STA. 55+69
B/L STA. 56+47
B L
S T
A . 5
+3
B
L
S
T A . 5
B L
S T
A . 5
B/L STA. 58+40
B/L STA. 58+88
B/L STA. 59+06
B/L STA. 59+38
B/L STA. 59+62
B/L S
TA. 60+05
B/ L S
TA.
+12
B
A . 6
B
A . 6
B/L STA. 66+32
5 3
BASELINE #1
BASELINE #2
B/L STA. 63+48
B /L S
T A. 64
+0
B /L S
T A . 6
+5
B L
S T
A . 6
+17
B L
S T
A . 6
B
L
S
T A 1+
B L
S
T A 1+
B L
S T
A 1+
B/L
STA. 6
4+81
B
L
S
T A
B L
S T
A 1+
B L
S T
A
STA. 56+34
E 824289.54
N 1519042.81
EL. 303.86
IR #4
E 824859.13
N 1519540.77
BL#2 PTA
E 824544.00
N 1519668.86
STA. 63+10
STA. 62+73
B/L
824860.111519783.75
824696.291519794.93
824641.111519717.20
824608.191519644.77
824830.721519813.31
824532.80
824607.46
824652.58
1519093.03
1519082.12
1519153.49
340.17
.72
IN
V=2
.3
INV=297.95
18"CMP
I N
V .2
"C
M P
I N
V .7
SEE C-320
(5 FT. CROWN)
STONE CLOSURE
N
88°48'46"
106°41'57"
154°35'13"
176°44'33"
176°44'33"
142°50'19"
95°47'49"
86°11'56"
73°54'26"
82°41'42"
125°26'48"
131°34'10"
25°58'30"
32°10'40"
105°38'41"
ST#76
ST#77
ST#78
ST#79
ST#80
ST#81
ST#82
ST#83
ST#84
ST#85
ST#86
ST#87
ST#88
ST#89
ST#90
ST#91
ST#92
37°44'33"
106°35'24"
TRANSVERSE STONE TIEBACK TABLE
824385.42
824430.76
824534.41
824686.34
1519027.67
1519104.04
1519064.78
1519264.80
TIEBACK NO. AZIMUTH NORTHING EASTING
ST#91A
ST#91B
270° 00' 00"
308° 01' 29"
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
MATCHLINE SEE SHEET NO. C-107 (STA. 55+56)
MATCHLINE SEE SHEET NO. C-109 (STA. 65+89)
ST#76
ST#77
S T
S T
S
T
S T
ST#84
ST#8
S T #8
S T #8
S T
S T
ST#92
ST#82
ST#83
ST#86
S T
S T #9
RIGHT-OF-WAY
C-109
IT
E P
L A
N M
A P
C -1
.d g n
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
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
A N
S I
D
J D
M
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
W E
B S
T E
R C
O U
N T
Y
M
IS
S
IS
S
IP
P I
K e n M c B e a th P .E
S O
L U
T
IO
N S Y
O U C
A N B
U
IL
D U
P O
N
N E
E L -S
C H
A F F
E R
P h o n e (6
-3
F
A X (6
-3 c k s o n M is s is s ip p i
S o u th C o n g re s s S tr e e t, S u it e
F
IL
E
D
A T
E
T
IM
E
U
S E
R
Y A
L O
B U
S
E R W
A T
E R
S H
E D
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
L
IT
T L E C
R E
E K
B A
N K S
T A
B
IL
IZ
A T
IO
N B
S -1
-0
Y Y
A -1
-3
B S
J B
D a v id L
W a ll a c e P .E
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
J U
L Y
W E
E -1
-B -0
J U
L Y
.4
824883.44
824987.56
824936.52
824735.82
824761.92
824843.59
824881.43
1519932.23
1519951.71
1519978.82
1520455.75
1520531.38
1520557.29
1520553.65
RIGHT-OF-WAY
FLOW
L
IT
T L E
C
R E E
K
5 2
0 2
0 2
BASELINE #1
BASELINE #3
B/ L
STA.
+0
B/L
STA. 67
+05
B/L STA. 67+64
B/L
STA. 7
4+05
B/L
STA. 7
5+29
B/L STA. 75+95
B/L STA. 76+25
B L
S T
A . 7
1B
L
S
T A
B L
S
T A
B
A
B
A
B
A
+4
3B/ L
STA.
B
L
S
T A
B L
S T
A 1+
B/L STA. 62+38
B/L STA. 71+28 (A)
B/L STA. 71+28 (B)
B L
S T
A . 7
1+
(C
B
L
S
T A . 7
1+
D
B
A . 7
E
B
L
S
T A 1+
F
E 825269.67
N 1520498.13
BL#3 PTA
E 824936.17
N 1520633.68
STA. 73+50
825160.191520813.45
825288.731520687.74
825248.381520808.16
825318.601520774.18
824831.051520011.58
824830.721520097.29
360.00
IN
V=2
.0
825116.571520747.65
825161.131520762.14
825080.591520779.88
N
TIEBACK NO. AZIMUTH NORTHING EASTING
48°01'30"
41°07'48"
17°59'07"
68°04'38"
86°10'12"
283°45'26"
356°11'11"
12°59'37"
137°44'32"
75°55'10"
06°15'14"
358°57'14"
358°57'14"
07°54'22"
319°03'26"
92°01'48"
60°58'08"
ST#93
ST#93
ST#94
ST#95
ST#96
ST#97
ST#98
ST#99
ST#100
ST#101
ST#102
ST#103
ST#104
S T
S T
ST#
ST#97
ST#98
S T
S T
S T
S T
ST#10
S T
S T
S T
S T
ST#
ST#109
ST#105
ST#106
ST#107
ST#108
ST#109
TRANSVERSE STONE TIEBACK TABLE
825050.621520859.05
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
TO IR #4
TO IR GPS #31
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
MATCHLINE SEE SHEET NO. C-108 (STA. 65+89)
MATCHLINE SEE SHEET NO. C-110 (STA. 76+07)
RIGHT-OF-WAY
STONE TIEBACK (TYP.)
STONE TIEBACK (TYP.)
825393.861520970.26
C-110
S
IT
E P
L A
N M
A P
C -1
.d g n
OF THE R/W LIMITS BUT NO OTHER WORK WILL BE ALLOWED.
THE BASELINE AND OTHER CONTROL POINTS OUTSIDE
11. THE CONTRACTOR WILL BE ALLOWED TO OCCUPY
STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE DIKES.
BE DISTURBED BY CONSTRUCTION OF TRANSVERSE
10. EXISTING CMP ENTERING LITTLE CREEK SHALL NOT
UPON REQUEST.
DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH9.
TIEBACK BEGINS.
THIS IS ALSO THE LOCATION WHERE THE TRANSVERSE
SECTION AND THE AZIMUTH OF THE CROSS SECTION.
LONGITUDINAL STONE DIKE CROSSES THE CROSS
TIEBACK TABLE REFLECT THE EXACT SPOT WHERE THE
THE LOCATIONS INDICATED IN THE TRANSVERSE STONE8.
OF THE CUT CROSS SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION7.
ALONG THE BASELINE WHILE FACING UP STATION.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
MISSISSIPPI WEST, NAD 83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
OF THE TIEBACK AND IS NOT TO SCALE. SEE
THE TIEBACK SYMBOL INDICATES THE LOCATION2.
FOR DETAILS SEE SHEET C-501. 1.
NOTE:
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
A N
S I
D
J D
M
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
W E
B S
T E
R C
O U
N T
Y
M
IS
S
IS
S
IP
P I
K e n M c B e a th P .E
S O
L U
T
IO
N S Y
O U C
A N B
U
IL
D U
P O
N
N E
E L -S
C H
A F F
E R
P h o n e (6
-3
F
A X (6
-3 c k s o n M is s is s ip p i
S o u th C o n g re s s S tr e e t, S u it e
F
IL
E
D
A T
E
T
IM
E
U
S E
R
Y A
L O
B U
S
E R W
A T
E R
S H
E D
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
L
IT
T L E C
R E
E K
B A
N K S
T A
B
IL
IZ
A T
IO
N B
S -1
-0
Y Y
A -1
-3
B S
J B
D a v id L
W a ll a c e P .E
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
J U
L Y
W E
E -1
-B -0
J U
L Y
.4
825093.211520902.93
825048.161520887.29
825409.58
825418.51
825405.71
825349.87
825374.38
825425.75
1521058.22
1521159.45
1521198.01
1521246.87
1521340.58
1521294.89
F L O
W
LITTLE CREEK
B L
S T
A . 8
B/L STA. 78+45
B/L S
TA. 79
+17
B/L STA. 79+9
B/L STA. 81+11
B /L S
T A . 8
1+6
0 2
0 2
BASELINE #1
B L
S T
A . 7
B L
S T
A . 7
STA. 85+01
E 825488.55
N 1521585.47
EL. 295.86
IR GPS 32
STA. 82+76
E 825284.36
N 1521490.32
EL. 295.78
IR GPS 31
B/L STA. 78+37(A)
B/L STA. 78+37(B)
B/L STA. 79+03(A)
B/L STA. 79+03(B)
5.
°0 0'
5.
IN
V=2
.0
"C
M P
IN
V=2
.5
INV=285.2712"CPP
INV=291.44
SEE BOOK 2816
GPS PT 32
SEE BOOK 2816
GPS PT 31
RIGHT-OF-WAY
RIGHT-OF-WAY
N
TRANSVERSE STONE TIEBACK TABLE
137°53'24"
137°44'32"
112°27'11"
96°27'32"
86°59'14"
81°04'10"
83°05'20"
126°38'03"
ST#110
ST#111
ST#112
ST#113
ST#114
ST#115
ST#116
ST#117
ST#118 142°10'38"
TIEBACK NO. AZIMUTH NORTHING EASTING
S T
S T
ST#112
ST#113
ST#114
ST#115ST#116
S T #117
S T
N
SIR
LEGEND
GPS POINT
SET SURVEY NAIL
SET SURVEY IRON ROD
SIGN
HEADWALL
FENCE
GUARD RAIL
BRIDGE
PILING
RIPRAP
DRAINAGE PIPE
TREE
TREE LINE
CENTERLINE OF DITCH
WATER'S EDGE
TIEBACK
TIEBACK/OR STONE
TRANSVERSE STONE
STONE DIKE
LONGITUDINAL PEAKED
(VARIES)
RIGHT-OF-WAY
TO IR #4
SITE PLAN MAP
0 50 50 100FT
SCALE: 1''= 50'
MATCHLINE SEE SHEET NO. C-109 (STA. 76+07)
1V :1 .5
H
1V :1 .5
H
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
GROUND SURFACE
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN3 FT. CROWN WIDTH
1V :1
H
1V :1
H
1V :1H
1V :1.5
H
1V :1.5
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1H
1V :1.5
H
1V :1
H
1V :1
H
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
0 20
SCALE: 1''= 20'
10 20 40 FT.
SCALE: 1''= 20'
AZ 266°57'52"
BASELINE STA. 6+15
LITTLE CREEK
AZ 93°29'20"
BASELINE STA. 2+18
LITTLE CREEK
AZ 82°17'20"
BASELINE STA. 3+68 (ST#4)
LITTLE CREEK
AZ 269°10'11"
BASELINE STA. 5+68 (ST#5)
LITTLE CREEK
AZ 261°52'11"
BASELINE STA. 6+70 (ST#6)
LITTLE CREEK
AZ 85°35'39"
BASELINE STA. 1+56 (ST#1)
LITTLE CREEK
AZ 93°29'22"
BASELINE STA. 2+72 (ST#2)
LITTLE CREEK
AZ 93°29'22"
BASELINE STA. 3+20 (ST#3)
LITTLE CREEK
E L
E V
A T
IO
N
IN
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
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
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S U
B M
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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
A N
S I
D
J D
M
V
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B U
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T R
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B U
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IS
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IP
P I
W E
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R C
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M
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IS
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P I
K e n M c B e a th P .E
S O
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N S Y
O U C
A N B
U
IL
D U
P O
N
N E
E L -S
C H
A F F
E R
P h o n e (6
-3
F
A X (6
-3 c k s o n M is s is s ip p i
S o u th C o n g re s s S tr e e t, S u it e
F
IL
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D
A T
E
T
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E
U
S E
R
Y A
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E R W
A T
E R
S H
E D
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
L
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T L E C
R E
E K
B A
N K S
T A
B
IL
IZ
A T
IO
N B
S -1
-0
Y Y
A -1
-3
B S
J B
D a v id L
W a ll a c e P .E
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
J U
L Y
W E
E -1
-B -0
J U
L Y
STONE DIKE (LPSD)
LONGITUDINAL PEAK
STONE TIEBACK
LEGEND
C R
O S
S -S
E C
T
IO
N S
C-301
C R
O S
S S
E C
T
IO
N S
B S
C -3
.d g n
0 25 50 100 125 150 17575
0 25 50 100 125 15075
-25
330330
330 330
330 330
330330
330 330
02550
0 25 50 100 125 150 17575
02550 -25 -50
-25 -50 -75
-75 -100 -125 -150
-100 -125
-25 25 50-50-75-100-125-150
-25 25 50-50-75-100-125-150
-25 25 50-50-75-100-125-150
175 200
-25
-150
STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
GROUND SURFACE
EXISTING
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
1V :1
H
1V :1
H
1V :1
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1.5
H
1V :1H
1V :1.5
H
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
0 20
SCALE: 1''= 20'
10 20 40 FT.
SCALE: 1''= 20'
AZ 277°26'22"
BASELINE STA. 8+15
LITTLE CREEK
AZ 287°45'58"
BASELINE STA. 10+65
LITTLE CREEK
AZ 283°39'28"
BASELINE STA. 9+05
LITTLE CREEK
AZ 270°18'45"
BASELINE STA. 7+19
LITTLE CREEK
AZ 270°14'25"
BASELINE STA. 7+71 (ST#7)
LITTLE CREEK
AZ 279°34'29"
BASELINE STA. 8+58 (ST#8)
LITTLE CREEK
AZ 282°31'44"
BASELINE STA. 9+56 (ST#9)
LITTLE CREEK
AZ 287°46'00"
BASELINE STA. 10+10 (ST#10)
LITTLE CREEK
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
E L
E V
A T
IO
E T
N .A .V .D
STONE DIKE (LPSD)
LONGITUDINAL PEAK
STONE TIEBACK
LEGEND
C-302
B S
C -3
.d g n
C R
O S
S -S
E C
T
IO
N S
S O
L
IC
IT
A T
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N N
O
F
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E N
A M
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D W
N B
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C K
D B
Y
D E
S
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N E
D B
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D E
S C
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IP
T
IO
N
D
2 3
C
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A
B
M A
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A P
P R
D A
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F
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U M
B E
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B M
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D B
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P L
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C A
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D A
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M A
R K
D E
S C
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IP
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IO
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N T
R A
C T N
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IDENTIFICATION
SHEET
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U .S
A R
M Y C
O R
P S O
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R S
A N
S I
D
J D
M
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B A
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J U
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330330
0-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
STATIONING IN FEETSTATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
330330
330 330
330330
330 330
.5
H
PEAKED STONE DIKE
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
PEAKED STONE DIKE
LONGITUDINAL
2 TON/FT.
PEAKED STONE DIKE
2 TON/FT. LONGITUDINAL
PEAKED STONE DIKE
2 TON/FT. LONGITUDINAL
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
PEAKED STONE DIKE
LONGITUDINAL
2 TON/FT.
WIDTH
BOTTOM
5 FT.
SURFACE
GROUND
EXISTING
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
TRANSITION
WIDTH
13 FT. CROWN
1V :1
H
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
TRANSITION
WIDTH
13 FT. CROWN
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWNTRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
CROWN WIDTH
3 FT.
1V :1
H
1V :1H
1V :1H
1V :1H
1V :1
H
1V :1H
1V :1H
1V :1H
1V :1.5
H
1V :1.5
H
1V :1 .5
H
1V :1.5
H
1V :1.5
H
1V :1 .5
H
1V :1 .5
H1V :1.5
H
1V :1.5
H
GROUND SURFACE
EXISTINGGROUND SURFACE
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
0 20
SCALE: 1''= 20'
10 20 40 FT.
SCALE: 1''= 20'
AZ 319°51'40"
BASELINE STA. 12+44 (ST#16)
LITTLE CREEK
AZ 40°56'43"
BASELINE STA. 12+82 (ST#17)
LITTLE CREEK
AZ 328°20'48"
BASELINE STA. 13+00 (ST#18)
LITTLE CREEK
AZ 149°00'07"
BASELINE STA. 14+68 (ST#19)
LITTLE CREEK
AZ 53°47'07"
BASELINE STA. 12+24 (ST#15)
LITTLE CREEK
AZ 316°16'25"
BASELINE STA. 11+86 (ST#14)
LITTLE CREEK
AZ 298°29'54"
BASELINE STA. 11+50 (ST#13)
LITTLE CREEK
AZ 293°25'43"
BASELINE STA. 11+09 (ST#11L & ST#12R)
LITTLE CREEK
E L
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N .A .V .D
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D A
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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
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US Army Corps
U .S
A R
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R S
A N
S I
D
J D
M
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IC
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B A
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IN
J U
L Y
W E
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J U
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STONE DIKE (LPSD)
LONGITUDINAL PEAK
STONE TIEBACK
LEGEND
C-303
B S
C -3
.d g n
C R
O S
S -S
E C
T
IO
N S
0 25 50
02550100125 75
0 0255075
-25 -50
-25 -50 -75 -100 -125
-25-50-75-100
-25-50-75-100-125-150-175-200
-25-50-75-100-125-150-175-200
25-25-50-75-100-125-150
250 275 300
-125-150
22520017515012510075 50 25 0125150175200
-175
STATIONING IN FEETSTATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
.5
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
WIDTH
BOTTOM
5 FT.
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
1V :1 .5
H
TRANSITION
WIDTH
13 FT. CROWN
1V :1
H
TRANSITION
WIDTH
13 FT. CROWN
1V :1H
1V :1.5
H
TRANSITION
1V :1H
1V :1.5
H
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH 3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
WIDTH
13 FT. CROWN
CROWN WIDTH
3 FT.
1V :1
H
1V :1
H
1V :1 .5
H
1V :1 .5
H
1V :1
H
1V :1
H
GROUND SURFACE
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
0 20
SCALE: 1''= 20'
10 20 40 FT.
SCALE: 1''= 20'
AZ 169°28'33"
BASELINE STA. 15+55
LITTLE CREEK
AZ 93°45'01"
BASELINE STA. 15+48
LITTLE CREEK
AZ 173°57'53"
BASELINE STA. 14+84 (A) (ST#20)
LITTLE CREEK
AZ 139°05'42"
BASELINE STA. 14+84 (B) (ST#21)
LITTLE CREEK
AZ 77°53'37"
BASELINE STA. 15+03 (ST#25L & ST#26R)
LITTLE CREEK
AZ 73°14'34"
BASELINE STA. 15+11 (ST#27)
LITTLE CREEK
AZ 99°20'41"
BASELINE STA. 15+26 (ST#24)
LITTLE CREEK
AZ 133°45'23"
BASELINE STA. 15+33 (ST#22)
LITTLE CREEK
E L
E V
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N .A .V .D
E L
E V
A T
IO
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N .A .V .D
E L
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N .A .V .D
E L
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E L
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E L
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D A
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M A
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D E
S C
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R A
C T N
O
IDENTIFICATION
SHEET
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US Army Corps
U .S
A R
M Y C
O R
P S O
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R S
A N
S I
D
J D
M
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B A
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B S
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D a v id L
W a ll a c e P .E
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Y A
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O R
IV
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A S
IN
J U
L Y
W E
E -1
-B -0
J U
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STONE DIKE (LPSD)
LONGITUDINAL PEAK
STONE TIEBACK
LEGEND
C-304
B S
C -3
.d g n
C R
O S
S -S
E C
T
IO
N S
175 200
175 200
200 225 250 275 300 325 350 375
225 250 275 300 325 350 375
225 250 275 300 325 350 375
175 200
175 200
175 200 225 250 275 300
225 250 275 300 325
225 250 275 300 325 350 375
150125
100 125 150 175 200 225 250
275 300
325 350 375 400 425275250225
325 350
STATIONING IN FEETSTATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET STATIONING IN FEET
STATIONING IN FEET
STATIONING IN FEET
GROUND SURFACE
EXISTING
.5
H
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
STONE DIKE
PEAKED
LONGITUDINAL
2 TON/FT.
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
3 FT. CROWN WIDTH
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWNTRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
TRANSITION
WIDTH
13 FT. CROWN
1V :1
H
1V :1
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1 .5
H
1V :1H
1V :1.5
H
1V :1H
1V :1.5
H
1V :1
H
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
GROUND SURFACE
EXISTING
SURFACE
GROUND
EXISTING
SURFACE
GROUND
EXISTING
0 20
SCALE: 1''= 20'
10 20 40 FT.
SCALE: 1''= 20'
AZ 121°36'50"
BASELINE STA. 15+99
LITTLE CREEK
AZ 82°03'31"
BASELINE STA. 22+49
LITTLE CREEK
AZ 92°13'41"
BASELINE STA. 23+85
LITTLE CREEK
AZ 125°18'52"
BASELINE STA. 15+67 (ST#23)
LITTLE CREEK
AZ 80°50'45"
BASELINE STA. 22+00 (ST#30)
LITTLE CREEK
AZ 90°26'15"
BASELINE STA. 23+29 (ST#31)
LITTLE CREEK
AZ 100°51'50"
BASELINE STA. 17+19 (ST#29)
LITTLE CREEK
AZ 100°51'49"
BASELINE STA. 16+78 (ST#28)
LITTLE CREEK
E L
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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
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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
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R S
A N
S I
D
J D
M
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