15r0003.pdf

PDF 19 MB Posted Apr 21, 2015

Attached to: FC/MR&T, YAZOO RIVER BASIN, YALOBUSHA RIVER WATERSHED WEBSTER COUNTY, MISSISSIPPI, MISSISSIPPI DELTA HEADWATERS PROJECT BANK STABILIZATION, BS-10-04, SABOUGLA CREEK
Solicitation number: W912EE-15-R-0003
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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of Engineers US Army Corps

Vicksburg District

C O

V E

R S

H E

E T

G-001

B S G -0

.d g n

SABOUGLA CREEK

BANK STABILIZATION-BS-10-04 1

/MR&T, YAZOO RIVER BASIN

MISSISSIPPI DELTA HEADWATERS PROJECT

WEBSTER COUNTY, MISSISSIPPI

YALOBUSHA RIVER WATERSHED

Solicitation: W912EE-15-R-0003

Contract: W912EE-15-D-0000

APRIL 2015

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

A X (6

-3

J a 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

A P

P R

O V

E D B

C O

L E

D is tr ic t E n g in e e r

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

C h ie f, D e s ig n B ra n c h

A P

P R

O V

E D B

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

C h ie f, D e s ig n B ra n c h

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n C

O L E

D is tr ic t E n g in e e r

A P

P R

O V

E D B

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

C h ie f, D e s ig n B ra n c h

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n C

O L E

D is tr ic t E n g in e e r

A P

P R

O V

E D B

C O

L E

D is tr ic t E n g in e e r

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

C h ie f, D e s ig n B ra n c h

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

S H

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

E K

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

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

INDEX TO DRAWINGS

G-001

G-002

C-101

C-501

X-501

C-102 TO C-111

10,400 13,000

C-301 TO C-320

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

A T

S E

P L

A N M

A P A

N D I

N D

E X T

O D

R A

W N

G S

L O

C A

Y M

A P

Y M

A P

G E

N E

R A

G-002

JACKSON

OXFORD

G R E E

N V

L E

COLUMBUS

M E

VICKSBURG

NATCHEZ

HATTIESBURG

GULFPORT PASCAGOULA

INNERSTATE

49E

49W

DE SOTO

TUNICA TATE

MARSHALL

BENTON

TIPPAH

ALCORN

PRENTISS

TISHOMINGO

ITAWAMBALEE

PONTOTOC

UNION

LAFAYETTE

PANOLA

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

LOCATION

PROJECT

NESHOBA

RANGE: R9E

TOWNSHIP: T21N

SECTION: 16,21 &22

QUAD MAP: WEBSTER COUNTY

B S G -0

.d g n

(ACCESS ROAD)

30 FT. ROW

(ACCESS ROAD)

30 FT. ROW

S H

A D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

LOCATION

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT

STA. 102+03

STA. 86+22

S T

STA. 63+47

STA. 49+69

S T

A T

S E

GENERAL PLAN

0 800FT 200

SCALE: 1''= 400'

400 400

C-101

G E

N E

R A

L P

L A

B S C -1

.d g n

THE SURVEY AND MAPPING OCCURRED IN 2010

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

24"C

INV=277.

INV=296.

CPP IN

V=2 .7

V=2

.17

16"CMP

INV=296.43

INV=299.70

C P P

C M

M P

C M

M P

18"CMP

INV=305.76

INV=293.41

P IN

V =2

C M

WOODS

TOP=309.38

24"CMP RISER

E L

B O

WOODS

E L B

O W

TOP=307.82

36"CMP RISER

INV=293.19

INV=301.13

WOODS

TOP=307.96

48"CMP RISER

L B

O W

V =C

M P3

C M P3

274.31

INV

WOODS

SABOUGLA 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-109

FOR SITE PLAN MAP

SEE SHEET C-110

FOR SITE PLAN MAP

SEE SHEET C-108

FOR SITE PLAN MAP

SEE SHEET C-111

BASELINE

STA. 7+43

STA. 18+05

STA. 26+64

SIR

S I

SIR

299.85

11161

SS8NAIL

SIR

11134

SIR

B/ L

STA.

B/L STA. 4+65

B/ L

STA.

4+5

B/L STA. 5+48

B/L

STA. 6

+29

T A

B/L STA. 4+42

B/L STA. 7+29

B/ L

STA.

S T

B L

S T

ST#

ST#4

ST#

ST#6

ST#7

ST#8

S T

ST#12

ST#1

ST#2

ST#3

ST#4

ST#5

ST#6

ST#7

ST#8

ST#9

ST#10

ST#11

ST#12

R/W LIMITS

195°16'23"

206°26'14"

249°09'49"

264°42'56"

240°07'19"

265°56'04"

271°51'55"

279°10'17"

217°07'39"

196°39'26"

207°42'43"

266°17'58"

100 FT. BEHIND TOP BANK

A T

S E

C-102

E P

L A

N M

A P

SITE PLAN MAP

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

MATCHLINE SEE SHEET NO. C-103 (STA. 7+43)

B S C -1

.d g n

0 50 50 100FT

SCALE: 1''= 50'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

C M

WOODS

TOP=309.38

24"CMP RISER

E L

B O

WOODS

T A

F L

O W

S A

B O

U G

E E

T A

B L

S T

B/ L

STA.

B/ L S

TA.

1+7

1 (B

B/L STA. 1+71 (C

TO IR GPS #3

STA. 0+00

E 832307.868 N 1515066.995

EL. 311.45

IR GPS#34

STA. 1+77

E 832201.652 N 1515208.859

EL. 313.69

IR GPS #1

STA. 5+01

E 832012.452 N 1515472.005

EL. 309.94

IR GPS #2

BASELINE

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

.12

SIR

1515011.04

1515039.93

1515096.19

1515180.92

1515330.25

1515410.95

1515458.38

1515524.13

1515593.22

1515611.41

1515610.36

1515656.25

832128.72

832041.48

831992.54

831956.54

831903.15

831873.61

831878.79

831912.92

831890.97

831840.48

831793.16

831746.70

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

T A

B/ L

STA.

B/ L

STA.

B /L S

T A

B L

T A

3B L

S T

B/ L

STA.

8+0

B/ L

STA.

T A

B/L STA. 7+69

B/L STA. 7+85

A T

S E

C-103

E P

L A

N M

A P

B S C -1

.d g n

ST#13

ST#14

ST#15

ST#16

ST#17

ST#18

ST#13

ST#

S T #1

S T

ST#

R/W LIMITS

282°33'43"

246°50'50"

231°22'27"

204°43'40"

223°49'36"

242°04'44"

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

P IN

V =2

WOODS

E L B

O W

TOP=307.82

36"CMP RISER

F L

O W

S A

B O

U G

E E

TO IR GPS #2

TO IR GPS #9

STA. 16+28

E 831609.437 N 1516513.315

EL. 308.70

IR GPS #7

STA. 7+69

E 831873.254 N 1515701.526

EL. 311.11

IR GPS #3

STA. 8+70

E 831854.061 N 1515800.362

EL. 304.38

IR GPS #4

STA. 10+95

E 831759.340 N 1516004.814

EL. 303.77

IR GPS #5

STA. 12+02

E 831751.791 N 1516111.501

EL. 310.57

IR GPS #6

STA. 17+63

E 831491.334 N 1516579.195

EL.308.97

IR GPS #8

BASELINE

SIR

135.24

SIR

100 FT. BEHIND TOP BANK

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

1515746.86

1516408.98

1516486.24

1516524.30

1516520.22

1516589.37

831756.68

831590.42

831554.83

831477.79

831428.83

831368.38

100 FT. BEHIND TOP BANK

SITE PLAN MAP

0 50 50 100FT

SCALE: 1''= 50'

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

MATCHLINE SEE SHEET NO. C-102 (STA. 7+43)

MATCHLINE SEE SHEET NO. C-104 (STA. 18+05)

B/L S

TA. 19+9

B/L

STA. 2

0+65

B/ L S

TA.

+17

B/ L

STA.

B/ L

STA.

3+19 B/

STA.

3+6

B L

S T

B/ L

STA.

B /L S

T A.

B/ L

STA.

ST#19

ST#20

ST#21

ST#22

ST#23

R/W LIMITS

ST#

ST#19

ST#

ST#2

ST#

TO IR GPS #12

A T

S E

C-104

E P

L A

N M

A P

B S C -1

.d g n

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

C M

18"CMP

INV=305.76

INV=293.41

WOODS

TOP=307.96

48"CMP RISER

L B

O W

F L

O W

S A

B O

U G

E E

TO IR GPS #8

STA. 19+68

E 831425.725 N 1516773.282

EL. 307.81

IR GPS #9

STA. 22+68

E 831292.434 N 1517042.458

EL. 307.97

IR GPS #10

STA. 25+29

E 831155.541 N 1517264.884

EL. 307.26

IR GPS #11

BASELINE

SIR

1.18

SIR

262°17'46"

244°21'50"

253°04'04"

245°23'07"

235°25'22"

1516794.97

1516892.46

1516979.81

1517068.51

1517150.58

831376.08

831331.41

831268.65

831232.44

831169.84

100 FT. BEHIND TOP BANK

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

SITE PLAN MAP

MATCHLINE SEE SHEET NO. C-103 (STA. 18+05)

MATCHLINE SEE SHEET NO. C-105 (STA. 26+64)

0 50 50 100FT

SCALE: 1''= 50'

STA.

B L

S T

B L

S T

T A

T A 1+

B L

T A . 3

B L

S T

A . 3

B L

S T

T A

SITE PLAN MAP

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

0 50 50 100FT

SCALE: 1''= 50'

100 FT. BEHIND TOP BANK

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

MATCHLINE SEE SHEET NO. C-104 (STA. 26+64)

M A

T C

H L

T A

243°07'44"

219°46'05"

170°54'21"

149°50'26"

135°09'34"

142°56'51"

165°48'34"

194°49'12"

199°54'52"

202°20'47"

178°56'59"

167°54'49"

1517545.57

1517609.86

1517638.68

1517635.09

1517604.21

1517472.19

1517417.35

1517424.56

1517442.61

1517516.43

1517574.54

1517545.39

830916.20

830885.74

830821.53

830759.55

830721.03

830682.51

830613.60

830511.65

830466.28

830364.37

830275.82

830182.28

A T

S E

E P

L A

N M

A P

C-105

B S C -1

.d g n

ST#24

ST#25

ST#26

ST#27

ST#28

ST#29

ST#30

ST#31

ST#32

ST#33

ST#34

ST#35

ST#

S T

R/W LIMITS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

M P

WOODS

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

F L

O W

FLOW

SABOUGLA CREEK

TO IR GPS #11

G P

STA. 27+04

E 831045.162 N 1517400.228

EL. 307.14

IR GPS #12

STA. 28+37

E 831029.902 N 1517532.225

EL. 305.33

IR GPS #13

STA. 30+69

E 830889.542 N 1517717.296

EL. 308.51

IR GPS #14

STA. 31+86

E 830774.418 N 1517696.431

EL. 306.36

IR GPS #15

STA. 33+77

E 830620.392 N 1517583.689

EL. 305.89

IR GPS #16

STA. 37+16

E 830283.306 N 1517623.158

EL. 304.93

IR GPS #17

STA. 40+17

E 829987.198 N 1517567.062

EL. 306.97

IR GPS #18

BASELINE

300305

290 295

SIR

339.39301.

SIR

117.0

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

SITE PLAN MAP

0 50 50 100FT

SCALE: 1''= 50'

100 FT. BEHIND TOP BANK

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

S T

ST#40

M A

T C

H L

T A

MATCHLINE SEE SHEET NO. C-107 (STA. 49+69)

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

200°07'04"

195°36'03"

208°19'15"

213°54'03"

266°19'38"

1517495.10

1517529.25

1517559.32

1517605.96

1517686.41

829695.16

829608.44

829490.55

829418.78

829376.87

A T

S E

E P

L A

N M

A P

C-106

B S C -1

.d g n

ST#36

ST#37

ST#38

ST#39

ST#40

R/W LIMITS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

C M

V .4

M P

WOODS

INV=293.19

INV=301.13F

L O

SABOUGLA CREEK

S A

B O

U G

E E

TO IR GPS #21

STA. 43+83

E 829628.688 N 1517640.232

EL. 301.88

IR GPS #19

STA. 48+03

E 829477.964 N 1518031.774

EL. 303.96

IR GPS #20

BASELINE

T A

0B L

T A

B/L

STA. 4

4+45

B/L STA. 44+52

B L

T A

B L

T A

SIR

365.94 30

B/L

STA. 5

2+24

B/ L

STA.

2+8 2B/

STA.

3+3

8B L

S T

A +8

B L

T A

T A . 5

T A

B L

S T

T A .5

B L

S T

B L

S T

B/L STA. 61+33

B/L STA. 61+48

B/L STA. 62+03

B/ L

STA.

2+2

T A

B/L STA. 62+49

T A

B L

T A

R/W LIMITS

SITE PLAN MAP

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

MATCHLINE SEE SHEET NO. C-106 (STA. 49+69)

MATCHLINE SEE SHEET NO. C-108 (STA. 63+47)

0 50 50 100FT

SCALE: 1''= 50'

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

ST#41

ST#42

ST#43

ST#44

ST#45

ST#46

ST#47

ST#48

ST#49

ST#50

ST#51

ST#4

ST#

S T 3S

S T

ST#53

ST#54

ST#55

ST#52

ST#53

ST#54

ST#55

257°59'30"

237°29'41"

213°52'55"

197°47'04"

156°00'57"

156°58'46"

157°21'45"

179°52'44"

217°50'58"

217°55'24"

196°25'02"

210°05'32"

267°06'59"

273°26'18"

279°49'59"

1518434.95

1518528.50

1518597.15

1518641.60

1518642.56

1518626.92

1518570.16

1518550.93

1518579.50

1518656.95

1518770.84

1518805.44

1518887.57

1518976.02

1519034.79

829372.53

829342.86

829290.42

829205.22

829121.93

829071.07

829039.15

828966.29

828891.28

828826.07

828637.76

828543.83

828490.87

828503.12

828520.72

100 FT. BEHIND TOP BANK

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

A T

S E

E P

L A

N M

A P

C-107

B S C -1

.d g n

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

16"CMP

INV=296.43

INV=299.70

C P P

WOODS

FLOW

F L

O W

SABOUGLA CREEK

TO IR GPS #29

TO IR GPS #20

STA. 52+34

E 829418.397 N 1518458.440

EL. 303.56

IR GPS #21

STA. 54+10

E 829345.262 N 1518618.127

EL. 300.60

IR GPS #22

STA. 55+00

E 829258.058 N 1518641.067

EL. 296.76

IR GPS #23

STA. 56+25

E 829152.150 N 1518706.639

EL. 296.01

IR GPS #24

STA. 57+69

E 829016.551 N 1518657.621

EL. 302.62

IR GPS #25

STA. 58+18

E 828972.343 N 1518679.530

EL.300.89

IR GPS #26

STA. 59+62

E 828856.665 N 1518764.676

EL.302.37

IR GPS #27

STA. 60+76

E 828788.110 N 1518855.283

EL. 301.60

IR GPS #28

BASELINE

5 2

SIR

0 2

290295

300 305

SIR

124.57

SIR

90.25

.34

SIR

49.37

SIR

B/L STA. 63+60B/

STA.

4+2

B/ L

STA.

2B /L S

T A +2

B L

S T

A +8

B L

S T

B L

S T

B L

T A

ST#56

ST#57

ST#58

ST#59

ST#60

ST#61

ST#62

ST#56

ST#

S T #5

S T

R/W LIMITS

ST#63

100 FT. BEHIND TOP BANK

100 FT. BEHIND TOP BANK LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

265°56'04"

236°07'49"

231°15'52"

219°41'24"

194°43'33"

179°19'37"

168°02'02"

177°56'33"

1519094.02

1519168.79

1519248.67

1519313.87

1519374.07

1519378.42

1519377.04

1519369.30

828574.34

828552.98

828484.67

828420.02

828345.60

828258.70

828206.29

827463.67

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

A T

S E

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

SITE PLAN MAP S

E P

L A

N M

A P

C-108

MATCHLINE SEE SHEET NO. C-107 (STA. 63+47)

M A

T C

H L

T A

B S C -1

.d g n

0 50 50 100FT

SCALE: 1''= 50'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

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E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

CPP IN

V=2 .7

V=2

.17

WOODS

F L O

FLOW

SABOUGLA CREEK

TO IR GPS #28

TO IR GPS #36

STA. 66+16

E 828523.478 N 1519325.807

EL.302.02

IR GPS #29

STA. 68+05

E 828355.526 N 1519411.915

EL. 302.91

IR GPS #30

STA. 70+26

E 828135.981 N 1519439.554

EL. 302.47

IR GPS #31

STA. 72+91

E 827871.369 N 1519445.505

EL. 300.30

IR GPS #32

STA. 73+68

E 827794.562 N 1519448.285

EL. 292.40

IR GPS #33

STA. 74+84

E 827683.936 N 1519482.468

EL. 300.21

IR GPS #34

STA. 77+35

E 827435.317 N 1519520.448

EL. 300.40

IR GPS #35

BASELINE

290 295

285290 295300

S I

116.05

77.26

300 3

SIR

251.50

SIR

264.69

SIR

188.74

SIR

221.28

S T

B L

S T

B L

T A

B L

S T

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

SITE PLAN MAP

M A

T C

H L

T A

MATCHLINE SEE SHEET NO. C-110 (STA. 86+22)

0 50 50 100FT

SCALE: 1''= 50'

100 FT. BEHIND TOP BANK

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

217°23'30"

180°41'33"

220°23'56"

198°26'50"

176°06'34"

1519379.42

1519429.47

1519479.75

1519524.84

1519544.12

827416.08

827341.35

827359.89

827297.07

827205.65

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

A T

S E

E P

L A

N M

A P

C-109

B S C -1

.d g n

ST#64

ST#65

S T 6S

S T

R/W LIMITS

ST#66

ST#67

ST#68

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

WOODS

FLO

F L O

S A

B O

U G

E E

IR GPS #40

STA. 78+65

E 827342.728 N 1519611.289

EL. 299.63

IR GPS #36

STA. 80+27

E 827183.349 N 1519637.753

EL. 299.35

IR GPS #37

STA. 82+24

E 827071.140 N 1519800.311

EL. 299.68

IR GPS #38

STA. 85+96

E 826797.213 N 1520052.130

EL. 299.24

IR GPS #39

BASELINE

0 2

285280

SIR

161.56

SIR

299.85

11161

SS8NAIL

11134

220°11'18"

275°55'01"

178°07'51"

143°38'22"

102°51'17"

107°46'38"

118°44'41"

122°12'01"

134°26'16"

151°09'54"

190°55'22"

243°38'52"

253°57'05"

275°52'34"

273°17'08"

253°48'43"

267°59'14"

278°56'50"

1520331.97

1520391.43

1520416.35

1520367.02

1520290.08

1520237.12

1520117.77

1520036.68

1519968.13

1519902.67

1519854.49

1519927.74

1520016.51

1520091.85

1520190.44

1520482.01

1520565.24

1520611.13

826597.48

826535.05

826454.04

826391.38

826341.43

826332.93

826339.00

826275.68

826219.23

826152.80

826054.77

825950.78

825925.40

825936.02

825956.82

825860.29

825837.27

825840.91

100 FT. BEHIND TOP BANK

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

B/L

STA. 1

00+92

B/L S

TA. 101+

B/L STA. 101+48

B/L STA. 101+69

B/L STA. 97+31

B/L STA. 96+41

B/L STA. 95+90

B L

S T

B L

S T

B L

S T

T A 1+

T A . 9

B L

S T

A . 9

B/L STA. 93+87

B/L STA. 94+54

B/L STA. 95+06

B/L STA. 96+83 (A)B

S T

A . 9

B L

S T

A . 0

T A . 9

B L

T A . 1+

A . 9

T A

B/ L

#2 S

TA.

B L

S T

B/L #2 S

TA. 0

+85B/

STA.

B/L #2 STA. 0+69

B/L STA. 96+83 (H)

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

S T

ST#73

ST#74

ST#75

ST#76

S T

ST#

ST#8

ST#82

ST#83

ST#8

ST#85

ST#86

S T

B/L STA. 96+83

BASELINE #2

A T

S E

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

SITE PLAN MAP

E P

L A

N M

A P

C-110

MATCHLINE SEE SHEET NO. C-109 (STA. 86+22)

MATCHLINE SEE SHEET NO. C-111 (STA. 102+03)

B S C -1

.d g n

ST#69

ST#70

ST#71

ST#72

ST#73

ST#74

ST#75

ST#76

ST#77

ST#78

ST#79

ST#80

ST#81

ST#82

R/W LIMITS

ST#83

ST#84

ST#85

ST#86

0 50 50 100FT

SCALE: 1''= 50'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

WOODS

F L

O W

F L

O W

FLOW

S A

B O

U G

E E

S A B

O U

G L A

R E E

S A

B O

U G

E E

TO IR GPS #39

TO IR GPS #47

STA. 87+53

E 826777.376 N 1520207.975

EL. 299.33

IR GPS #40

STA. 89+49

E 826704.971 N 1520389.580

EL. 298.36

IR GPS #41

STA. 90+45

E 826622.104 N 1520437.326

EL. 298.14

IR GPS #42

STA. 92+24

E 826443.098 N 1520447.440

EL. 297.26

IR GPS #43

STA. 93+72

E 826320.596 N 1520363.631

EL. 297.24

IR GPS #44

STA. 96+78

E 826110.055 N 1520140.984

EL. 298.81

IR GPS #45

STA. 99+47

E 825974.992 N 1520374.266

EL.298.00

IR GPS #46

BASELINE

5 275

280 280

SIR

179.29

SIR

95.64

SIR

B/L STA. 108+70

B/L

STA. 10

8+48

B/L

STA.108

+09

B/ L

STA.

7+9

B L

S T

B/ L

STA.

B/ L

STA.

4+8

B/ L S

TA.

+11

B/L

STA. 10

3+24

B/L STA. 102+58

B/L STA. 101+83

B L

S T

B/ L S

TA.

+03

B /L S

T A.

B L

S T

A T

S E

SITE PLAN MAP

TRANSVERSE STONE TIEBACK TABLE

TIEBACK NO. AZIMUTH NORTHING EASTING

MATCHLINE SEE SHEET NO. C-110 (STA. 102+03)

C-111

B S C -1

.d g n

E P

L A

N M

A P

0 50 50 100FT

SCALE: 1''= 50'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

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R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

24"C

INV=277.

INV=296.

WOODS

V =C

M P3

C M P3

274.31

INV

ST#87

ST#88

ST#89

ST#90

ST#91

ST#92

R/W LIMITS

ST#87

ST#88

ST#

S T #9

S T

ST#

ST#9

ST#95

ST#93

ST#94

ST#95

F L O

SABOUGLA CREEK

TO IR GPS #46

STA. 102+38

E 825962.538 N 1520665.243

EL. 297.57

IR GPS #47

STA. 103+59

E 826005.940 N 1520778.728

EL. 299.03

IR GPS #48

STA. 105+52

E 825833.218 N 1520864.820

EL. 297.07

IR GPS #49

STA. 109+02

E 825684.372 N 1521181.518

EL. 297.82

IR GPS #50

STA. 109+72

E 8225652.466 N 1521244.361

EL.297.17

IR GPS #51

BASELINE

5 2

SIR

193.00

SIR

286°28'37"

260°36'55"

240°31'52"

251°49'44"

244°43'49"

218°42'23"

242°00'17"

259°27'39"

264°10'49"

1520632.47

1520721.92

1520799.52

1520863.87

1520898.49

1520949.80

1520995.99

1521058.72

1521131.95

825890.21

825881.67

825842.74

825797.03

825771.54

825648.31

825567.62

825546.56

825549.81

100 FT. BEHIND TOP BANK

LOCATED OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

12. RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS

OF THE STATE PLANE COORDINATE SYSTEM.

TREATED AS A LOCAL COORDINATE SYSTEM AND NOT PART

AND ELEVATIONS SHOWN ON THE PLAN SET SHALL BE

11. FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES

DIKES.

STONE TIEBACKS AND/OR LONGITUDINAL PEAKED STONE

BE DISTURBED BY CONSTRUCTION OF TRANSVERSE

10. EXISTING CMP ENTERING SABOUGLA CREEK SHALL NOT

UPON REQUEST.

DESCRIPTIONS OF SURVEY CONTROL ARE AVAILABLE

9. GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH

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

8. THE LOCATIONS INDICATED IN THE TRANSVERSE STONE

OF THE CUT CROSS SECTION.

7. AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION

ALONG THE BASELINE WHILE FACING UP STATION.

6. ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT

5. VERTICAL COORDINATE SYSTEM; NAVD 88.

MISSISSIPPI WEST, NAD 83.

4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE,

3. ZERO AZIMUTH IS FACING NORTH.

TIEBACKS.

THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

OF THE TIEBACK AND IS NOT TO SCALE. SEE

2. THE TIEBACK SYMBOL INDICATES THE LOCATION

1. FOR DETAILS SEE SHEET C-501.

NOTE:

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

TIEBACK

TIEBACK/OR STONE

TRANSVERSE STONE

STONE DIKE

LONGITUDINAL PEAKED

(VARIES)

RIGHT-OF-WAY

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

GROUND SURFACE

EXISTING

SURFACE

GROUND

EXISTING

SURFACE

GROUND

EXISTING

SURFACE

GROUND

EXISTING

SURFACE

GROUND

EXISTING

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.

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

3 FT. CROWN WIDTH

TRANSITION

WIDTH

13 FT. CROWN

1V :1H

1V :1.5

TRANSITION

WIDTH

13 FT. CROWN

TRANSITION

WIDTH

13 FT. CROWN

TRANSITION

WIDTH

13 FT. CROWN

3 FT. CROWN WIDTH

TRANSITION

WIDTH

13 FT. CROWN

1V :1H

1V :1.5

1V :1H

1V :1.5

1V :1H

1V :1.5

0 20

SCALE: 1''= 20'

10 20 40 FT.

1V :1H

AZ 221°25'58"

BASELINE STA. 2+26

SABOUGLA CREEK

AZ 192°06'55"

BASELINE STA. 2+84

SABOUGLA CREEK

AZ 253°25'29"

BASELINE STA. 1+71 (B)

SABOUGLA CREEK

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

AZ 195°16'23"

BASELINE STA. 2+00 (ST#1)

SABOUGLA CREEK

AZ 206°26'14"

BASELINE STA. 2+54 (ST#2)

SABOUGLA CREEK

AZ 264°42'56"

BASELINE STA. 1+71 (C) (ST#4)

SABOUGLA CREEK

AZ 240°07'19"

BASELINE STA. 4+32 (ST#5)

SABOUGLA CREEK

AZ 249°09'49"

BASELINE STA. 1+71 (A) (ST#3)

SABOUGLA CREEK

B S C -3

.d g n

STONE DIKE (LPSD)

LONGITUDINAL PEAK

STONE TIEBACK

LEGEND

C R

O S

S -S

E C

N S

C-301

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

A T

S E

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

-100-125-150-175-200

-125-150-175-200

-225-250-275-300-325

-200-225-250

-150-175-200-225-250-275-300-325

-150-175-200-225-250-275-300-325-350

-50-75-100-125-150-175-200-225-225-250-275-300

-225-250-275-300

-325

-275-300-325

-250

-175 -150 -125

-350

STATIONING IN FEET

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.

GROUND SURFACE

EXISTING

GROUND SURFACE

EXISTING

GROUND SURFACE

EXISTING

GROUND SURFACE

EXISTING

GROUND SURFACE

EXISTING

GROUND SURFACE

EXISTING

GROUND SURFACE

EXISTING SURFACE

GROUND

EXISTING

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

TRANSITION

WIDTH

13 FT. CROWN

1V :1H

1V :1.5

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 :1H

1V :1.5

1V :1H

1V :1.5

1V :1 .5

1V :1

1V :1 .5

H 1V :1

1V :1 .5

H 1V :1.5

0 20

SCALE: 1''= 20'

10 20 40 FT.

AZ 249°12'10"

BASELINE STA. 4+52

SABOUGLA CREEK

AZ 254°42'32"

BASELINE STA. 6+29

SABOUGLA CREEK

AZ 236°52'01"

BASELINE STA. 7+64

SABOUGLA CREEK

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

AZ 265°56'04"

BASELINE STA. 4+42 (ST#6)

SABOUGLA CREEK

AZ 271°51'55"

BASELINE STA. 4+65 (ST#7)

SABOUGLA CREEK

AZ 279°10'17"

BASELINE STA. 5+48 (ST#8)

SABOUGLA CREEK

AZ 217°07'39"

BASELINE STA. 6+84 (ST#9)

SABOUGLA CREEK

AZ 266°17'58"

BASELINE STA. 7+29 (ST#12)

SABOUGLA CREEK

B S C -3

.d g n

STONE DIKE (LPSD)

LONGITUDINAL PEAK

STONE TIEBACK

LEGEND

C-302

C R

O S

S -S

E C

N S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

A T

S E

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

-50-75-100-125-150-175-200-225-250

-50-75-100-125-150-175-200

-50-75-100-125-150-175

-50-75-100-125-150-175 -25 0

-25 0 25

-50-75-100-125-150 -25 0-175

-50-75-100-125-150 -25-175

-25

-200-225

-200

STATIONING IN FEET STATIONING IN FEET

STATIONING IN FEETSTATIONING IN FEET

STATIONING IN FEET STATIONING IN FEET

STATIONING IN FEETSTATIONING IN FEET

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

GROUND SURFACE

EXISTING

GROUND SURFACE

EXISTING

SURFACE

GROUND

EXISTING

SURFACE

GROUND

EXISTING

SURFACE

GROUND

EXISTING

STONE DIKE

PEAKED

LONGITUDINAL

2 TON/FT.

3 FT. CROWN WIDTH

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

WIDTH

BOTTOM

5 FT.

3 FT. CROWN WIDTH

1V :1 .5

TRANSITION

WIDTH

13 FT. CROWN

WIDTH

13 FT. CROWN

TRANSITION

WIDTH

13 FT. CROWN

TRANSITION

WIDTH

13 FT. CROWN

WIDTH

13 FT. CROWN

3 FT. CROWN WIDTH

1V :1.5

1V :1H

1V :1.5

1V :1

1V :1 .5

1V :1

1V :1 .5

1V :1

1V :1 .5

1V :1H

1V :1.5

1V :1 .5

0 20

SCALE: 1''= 20'

10 20 40 FT.

AZ 246°27'06"

BASELINE STA. 15+86

SABOUGLA CREEK

AZ 214°08'05"

BASELINE STA. 17+03

SABOUGLA CREEK

AZ 269°11'21"

BASELINE STA. 7+69

SABOUGLA CREEK

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

E L

E V

A T

E T

N .A .V .D

AZ 196°39'26"

BASELINE STA. 7+82 (ST#10)

SABOUGLA CREEK

AZ 207°42'43"

BASELINE STA. 8+16 (ST#11)

SABOUGLA CREEK

AZ 282°33'43"

BASELINE STA. 7+85 (ST#13)

SABOUGLA CREEK

AZ 246°50'50"

BASELINE STA. 15+41 (ST#14)

SABOUGLA CREEK

AZ 231°22'27"

BASELINE STA. 16+44 (ST#15)

SABOUGLA CREEK

B S C -3

.d g n

STONE DIKE (LPSD)

LONGITUDINAL PEAK

STONE TIEBACK

LEGEND

C-303

C R

O S

S -S

E C

N S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

E E

R S

A N

S I

J D

K S

B U

R G D

T R

K S

B U

R G

P I

K e n M c B e a th P .E

S O

L U

N S Y

O U C

A N B

D U

P O

N E

E L -S

C H

A F F

E R

P h o n e (6

-3

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

A T

S E

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

W E

B S

T E

R C

O U

N T

P I

Y A

L O

B U

E R W

A T

E R

S H

E D

B A

N K S

T A

A T

N B

S -1

-0

S A

B O

U G

L A C

R E

A -1

-3

J .B

G L E

N D

A J

L P .E

F C /M

Y A

Z O

O R

E R B

A S

A P

W E

E -1

-R -0

A P

W E

E -1

-D -0

-50-75-100-125-150-175-200

-50-75-100-125-150 -25 0

-50-75-100-125-150-175 -25 0

-50-75-1…

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