B.08.Amendment W912EE25BA006-0003_Drawings.pdf

PDF 5 MB Posted Apr 11, 2025

Attached to: Tensas Parish, LA, Point Pleasant-Yucatan, LA, Levee Enlargement and Berms, MRL Item 411-R, FC/MR&T, WBMRL
Solicitation number: W912EE25BA006
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Apr 11, 2025

These are technical drawing files for a U.S. Army Corps of Engineers levee enlargement and berms project located in Tensas Parish, Louisiana. The drawings (Sheets G-001, B-101, C-201, B-203, C-001, C-106) detail surveying, boring test locations, soil boring profiles, right of way limits, borrow area excavation plans, and typical cross-sections for the Point Pleasant-Yucatan levee improvement project (MRL Item 411-R). The drawings provide engineering specifications for levee reconstruction, including existing and proposed levee centerlines, elevation profiles, borrow area excavation guidelines, and geographical positioning of various project elements. Key technical details include specific excavation depths, soil composition descriptions, coordinate references, and graphical representations of proposed levee modifications along the West Bank Mississippi River Levees system.

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Other files

File	Type	Posted
C.04.Abstract Of Bids_W912EE25BA006_411-R.pdf	PDF	Apr 17, 2025
B.08.Amendment W912EE25BA006-0003_Specs.pdf	PDF	Apr 11, 2025
B.08.Amendment W912EE25BA006-0003.pdf	PDF	Apr 11, 2025
B.08.Amendment W912EE25BA006-0002.pdf	PDF	Apr 3, 2025
B.08.Amendment W912EE25BA006-0002_Drawings.pdf	PDF	Apr 3, 2025
B.08.Amendment W912EE25BA006-0001.pdf	PDF	Apr 1, 2025
B.08.Amendmet W912EE25BA006-0001_Drawings.pdf	PDF	Apr 1, 2025
B.08.Amendment W912EE25BA006-0001.pdf	PDF	Apr 1, 2025
B.08.Amendment W912EE25BA006-0001_Specs.pdf	PDF	Apr 1, 2025
B.08.Solicitation - W912EE25BA006.pdf	PDF	Mar 7, 2025
A.03.Drawings_W912EE25BA006.pdf	PDF	Mar 7, 2025

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BORROW AREA 1

BORROW AREA 2

YUCATAN LAKE

TENSAS PARISH, LOUISIANA

LOWER END OF ITEM 411-R

STA. 5029+68

UPPER END OF ITEM 411-R

STA. 4890+00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-YY-X-XXXX

MMMM YYYY

W912EE-25-R-A006

TENSAS PARISH, LOUISIANA

POINT PLEASANT - YUCATAN, LA

LEVEE ENLARGEMENT AND BERMS, MRL ITEM 411-R

FC/MR&T, WEST BANK MISSISSIPPI RIVER LEVEES

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

AMENDED AFTER ADVERTISEMENT

G-001

C O

S H

O R

C . B

D . W

C E

B Y

D M

B Y

D M

C H

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

INDEX TO DRAWINGS

SHEET ID SHEET TITLE LINE 1 SHEET TITLE LINE 2 SHEET TITLE LINE 3

G-001 COVER SHEET

B-001 SOIL BORING LEGEND

B-101 BORING AND CONE PENETROMETER TEST LOCATIONS

C-201 BORROW BORING PROFILES

B-202 FOUNDATION AND TERTIARY BORING PROFILES

B-203 HAND AUGERS BORINGS

C-001 RIGHT OF WAY LIMITS

C-101 PLAN AND PROFILE STA. 4890+00 TO 4920+00 SHEET 1 OF 5

C-102 PLAN AND PROFILE STA. 4920+00 TO 4950+00 SHEET 2 OF 5

C-103 PLAN AND PROFILE STA. 4960+00 TO 4980+00 SHEET 3 OF 5

C-104 PLAN AND PROFILE STA. 4960+00 TO 5010+00 SHEET 4 OF 5

C-105 PLAN AND PROFILE STA. 5010+00 TO 5209+68 SHEET 5 OF 5

C-106 BORROW AREA EXCAVATION PLAN AND TYPICAL SECTION

C-302 TYIPCAL SECTIONS SHEET 1 OF 2

C-302 TYPICAL SECTIONS SHEET 2 OF 2

C-303 CROSS SECTIONS STA. 4890+00 TO 4894+00 SHEET 1 OF 29

C-304 CROSS SECTIONS STA. 4895+00 TO 4899+00 SHEET 2 OF 29

C-305 CROSS SECTIONS STA. 4900+00 TO 4904+00 SHEET 3 OF 29

C-306 CROSS SECTIONS STA. 4905+00 TO 4909+00 SHEET 4 OF 29

C-307 CROSS SECTIONS STA. 4910+00 TO 4914+00 SHEET 5 OF 29

C-308 CROSS SECTIONS STA. 4915+00 TO 4919+00 SHEET 6 OF 29

C-309 CROSS SECTIONS STA. 4920+00 TO 4924+00 SHEET 7 OF 29

C-310 CROSS SECTIONS STA. 4925+00 TO 4929+00 SHEET 8 OF 29

C-311 CROSS SECTIONS STA. 4930+00 TO 4934+00 SHEET 9 OF 29

C-312 CROSS SECTIONS STA. 4935+00 TO 4939+00 SHEET 10 OF 29

C-313 CROSS SECTIONS STA. 4940+00 TO 4944+00 SHEET 11 OF 29

C-314 CROSS SECTIONS STA. 4945+00 TO 4949+00 SHEET 12 OF 29

C-315 CROSS SECTIONS STA. 4950+00 TO 4954+00 SHEET 13 OF 29

C-316 CROSS SECTIONS STA. 4955+00 TO 4959+00 SHEET 14 OF 29

C-317 CROSS SECTIONS STA. 4960+00 TO 4964+00 SHEET 15 OF 29

C-318 CROSS SECTIONS STA. 4965+00 TO 4969+00 SHEET 16 OF 29

C-319 CROSS SECTIONS STA. 4970+00 TO 4974+00 SHEET 17 OF 29

C-320 CROSS SECTIONS STA. 4975+00 TO 4979+00 SHEET 18 OF 29

C-321 CROSS SECTIONS STA. 4980+00 TO 4984+00 SHEET 19 OF 29

C-322 CROSS SECTIONS STA. 4985+00 TO 4989+00 SHEET 20 OF 29

C-323 CROSS SECTIONS STA. 4990+00 TO 4994+00 SHEET 21 OF 29

C-324 CROSS SECTIONS STA. 4995+00 TO 4999+00 SHEET 22 OF 29

C-325 CROSS SECTIONS STA. 5000+00 TO 5004+00 SHEET 23 OF 29

C-326 CROSS SECTIONS STA. 5005+00 TO 5009+00 SHEET 24 OF 29

C-327 CROSS SECTIONS STA. 5010+00 TO 5014+00 SHEET 25 OF 29

C-328 CROSS SECTIONS STA. 5015+00 TO 5019+00 SHEET 26 OF 29

C-329 CROSS SECTIONS STA. 5020+00 TO 5024+00 SHEET 27OF 29

C-330 CROSS SECTIONS STA. 5025+00 TO 5029+00 SHEET 28 OF 29

C-331 CROSS SECTIONS STA. 5029+68 SHEET 29 OF 29

C-501 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

C-502 LEVEE TYPICAL DETAILS

C-503 RAMP TYPICAL DETAILS

C-504 TYPICAL DETAILS TRAVERSE AND CULVERTS

C-505 CATTLE GUARD TYPICAL DETAILS

C-506 DITCH TYPICAL DETAILS

C-601 CIVIL TABULATIONS

: 4

PI: 4997+79.85 B/L

: 5

B/ L

4985+00 B/L

4990+00 B/L

4995+00 B/L

B/ L

411-10.18B

411-12.18B

411-14.18B

411-15.18B

411-17.18B

411-18.18B

411-19.18B

411-20.18B

411-21.18B

411-22.18B

411-23.18B

411-24.18B

411-25.18B

411-26.18B

411-27.18B

411-4.18B

411-5.18B

411-6.18B

411-7.18B

411-8.18B

411-1.18C

411-10.18C 411-11.18C 411-12.18C 411-13.18C

411-2.18C 411-3.18C

411-4.18C 411-5.18C

411-6.18C

411-7.18C

411-8.18C 411-9.18C

PPY-1.10C

PPY-10.10C

PPY-11.10C

PPY-12.10C

PPY-13.10C

PPY-14.10C

PPY-15.10C

PPY-16.10C

PPY-17.10C

PPY-18.10C

PPY-19.10C

PPY-2.10C

PPY-20.10C

PPY-21.10C

PPY-22.10C

PPY-23.10C

PPY-24.10C

PPY-25.10C

PPY-26.10C

PPY-27.10C

PPY-28.10C

PPY-29.10C

PPY-3.10C

PPY-30.10C

PPY-31.10C

PPY-32.10C

PPY-33.10C

PPY-34.10C

PPY-35.10C

PPY-36.10C

PPY-37.10C

PPY-38.10C

PPY-39.10C

PPY-4.10C

PPY-40.10C

PPY-41.10C

PPY-42.10C

PPY-43.10C

PPY-44.10C

PPY-45.10C

PPY-46.10C

PPY-47.10C

PPY-48.10C

PPY-49.10C

PPY-5.10C

PPY-50.10C

PPY-6.10C

PPY-7.10C

PPY-8.10C

PPY-9.10C

411-1.18U

411-2.18U

411-3.18U

411-4.18U

411-5.18U 411-6.18U

411-1.18T

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

B-101

A N

D C

O N

R O

O C

N S

O R

C . B

D . W

C E

B Y

D M

C1 BORING AND CONE PENETROMETER TEST LOCATIONS

SCALE: 1"=400'

800'0 400'

1. STATIONING SHOWN IS EXISTING BASELINE STATIONING.

2. CONE PENETROMETER TEST LOGS ARE AVAILABLE UPON REQUEST.

GENERAL SHEET NOTES

FOUNDATION BORING

LEGEND

BORROW BORING

TERTIARY BORING

CONE PENETROMETER TEST LOCATION

Note: Elevations from Survey data

SC-SM

USCS

FAT CLAY (CH) brown LEAN CLAY (CL) brown, moist, silt

SANDY ELASTIC SILT (SC-SM) brown, wet, fine sand POORLY GRADED SAND (SP) gray, wet, fine to medium sand

POORLY GRADED SAND (SP) gray, wet, medium sand

Field Description

NMC

USCS

SANDY FAT CLAY (CH) green SILT (ML) brown, wet

SILT (ML) brown, saturated, fine to medium sand SILT (ML) brown, wet, fine to medium sand

POORLY GRADED SAND (SP) gray, wet, fine to medium sand

Field Description

NMC

CL-ML

USCS

FAT CLAY (CH) brown, dry

CLAY (CL-ML) brown

LEAN CLAY (CL) brown

POORLY GRADED SAND (SP) brown, wet

Field Description

NMC

USCS

FAT CLAY (CH) brown SILT (ML) brown, moist, fine sand

CLAYEY SAND (SC) gray, moist, fine to medium sand SILTY SAND (SM) brown, wet, fine sand

LEAN CLAY (CL) brown, wet, fine sand

POORLY GRADED SAND (SP) brown, wet, fine sand

POORLY GRADED SAND (SP) gray, wet, fine to medium sand

Field Description

NMC

USCS

LEAN CLAY (CL) brown LEAN CLAY (CL) brown, saturated, soft

SILT (ML) gray, wet

CLAYEY SAND (SC) gray, wet, fine sand

POORLY GRADED SAND (SP) brown, wet, fine to medium sand

Field Description

NMC CH

USCS

FAT CLAY (CH) brown FAT CLAY (CH) brown

LEAN CLAY (CL) brown

SILT WITH SAND (ML) gray

SILT (ML) gray, wet, trace fine sand

SILTY SAND (ML) gray, saturated, little fine sand

WELL GRADED SAND WITH SILT (SC)

gray, wet

Field Description

NMC

411-17.18B Northing: 939249.108 Easting: 2035783.178

Elevation: 66.4

411-21.18B Northing: 938986.615 Easting: 2036141.359

Elevation: 66.4

411-19.18B Northing: 939300.931 Easting: 2036551.647

Elevation: 69.3 411-18.18B

Northing: 939427.554 Easting: 2036176.485

Elevation: 65.9

411-20.18B Northing: 939004.496 Easting: 2035663.464

Elevation: 66.6

411-22.18B Northing: 938887.766 Easting: 2036472.538

Elevation: 69.2

USCS

FAT CLAY (CH) gray

LEAN CLAY (CL) gray, moist

CLAYEY SILT (ML) gray, wet, few clay

POORLY GRADED SAND (SP) gray, wet

Field Description

NMC

SC-SM

SW-SM

USCS

FAT CLAY (CH) brown

SILT (ML) brown

SANDY ELASTIC SILT (SC-SM) brown, saturated LEAN CLAY (CL) gray, saturated

WELL GRADED SAND WITH SILT

(SW-SM) brown, wet POORLY GRADED SAND (SP) gray, wet, fine to medium sand

Field Description

NMC

USCS

FAT CLAY (CH) brown SANDY LEAN CLAY (CL) tan, dry

SILTY SAND (SM) brown, wet

POORLY GRADED SAND (SP) gray, wet

Field Description

NMC

USCS

FAT CLAY (CH) brown FAT CLAY (CH) gray

POORLY GRADED SAND (SP) gray, wet

Field Description

NMC

411-10.18B Northing: 940344.295 Easting: 2036423.134

Elevation: 67.6

411-14.18B Northing: 939760.119 Easting: 2036270.953

Elevation: 67.9

411-15-.18B Northing: 939788.201 Easting: 2036687.552

Elevation: 69.3411-12.18B Northing: 940359.581 Easting: 2037306.924

Elevation: 65.0

CL-ML

USCS

FAT CLAY (CH) brown FAT CLAY (CH) gray

SILTY CLAY (CL-ML) gray, moist

CLAYEY SILT (CL-ML) gray, wet

POORLY GRADED SAND (SP) gray, wet

Field Description

NMC

USCS

FAT CLAY (CH) brown LEAN CLAY (CL) gray

FAT CLAY (CH) brown

POORLY GRADED SAND (SP) brown, wet

SILTY SAND (SM) brown, wet

SILTY SAND (SM) gray, wet

POORLY GRADED SAND (SP) gray, wet

Field Description

NMC CH

CL-ML

USCS

FAT CLAY (CH) brown SILTY CLAY (CL-ML) gray

LEAN CLAY (CL) brown

SILT (ML) brown, moist

SILTY SAND (SM) gray, wet

SILT (ML) gray, wet

Field Description

NMC

CL-ML

USCS

LEAN CLAY (CL) brown, dry SILT (ML) gray, moist

SILTY SAND (SM) gray, moist

SILTY CLAY (CL-ML) gray, wet

POORLY GRADED SAND (SP) gray, wet

SILTY SAND (SM) gray, wet

POORLY GRADED SAND (SP) gray, wet

Field Description

NMC

USCS

FAT CLAY (CH) brown SILT (ML) brown, wet

SILTY SAND (SM) brown, wet

CLAYEY SAND (SC) gray, wet

POORLY GRADED SAND (SP) brown, wet

Field Description

NMC

411-07.18B Northing: 940937.737 Easting: 2036777.928

Elevation: 66.8

411-04.18B Northing: 941257.193 Easting: 2037220.718

Elevation: 68.6

411-08.18B Northing: 940990.438 Easting: 2037300.049

Elevation: 71.4411-06.18B Northing: 940885.306 Easting: 2036409.133

Elevation: 67.4

411-05.18B Northing: 941151.054 Easting: 2036090.459

Elevation: 66.3

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

C-201

R O

W B

O R

P R

O R

C . B

D . W

C E

B Y

D M

USCS

FAT CLAY (CH) brown and gray

FAT CLAY (CH) brown LEAN CLAY (CL) brown SILT (ML) brown

Field Description

NMC

Hand Auger 4 Northing: 941378.936 Easting: 2036466.440

Elevation: 72.8

USCS

FAT CLAY (CH) brown

LEAN CLAY (CL) brown

Field DescriptionWater Level

NMC

USCS

LEAN CLAY (CL) brown

SILTY SAND (SM) brown

Field Description

NMC

USCS

FAT CLAY (CH) brown

LEAN CLAY (CL) brown SILTY SAND (SM) brown with red

Field Description

NMC

USCS

FAT CLAY (CH) brown

(SM) brown

Field Description

NMC

USCS

FAT CLAY (CH) brown

LEAN CLAY (CL) brown SILT (ML) brown LEAN CLAY (CL) brown

Field Description

NMC

Hand Auger 3 Northing: 938342.178 Easting: 2036205.416

Elevation: 67.7

Hand Auger 5 Northing: 938655.959 Easting: 2035713.466

Elevation: 66.7

Hand Auger 6 Northing: 938529.510 Easting: 2036215.054

Elevation: 71.2

Hand Auger 1 Northing: 938486.269 Easting: 2036483.786

Elevation: 72.3

Hand Auger 2 Northing: 938490.290 Easting: 2035967.735

Elevation: 66.5

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

B-203

D A

U G

O R

C . B

D . W

C E

B Y

D M

4885+00

4890+00

4895+00

4900+00

4905+00

4910+00

4915+00

4920+00

4925+00

4930+00

4935+00

4940+00

4945+00 4950

4985+00

4990+00

4995+00

R/W

R /W

R/W

R /W

R/W

R/W R/W

R/W

R /W

R/W

R/W R/W

R/W

R /W

R/W

R/ W

R /W

R/W

R/ W

R /W

R/W

R /W

R/W

R/W R/W

R/W

PI: 4883+17.63

PI: 4

.24

PI: 4

.88

PI: 4

.16

: 4

PI: 4997+79.85

: 5

R2 R3

R4 R5

R10

R11

R12

R13

R14

R15

R16

R17 R18

R19

R20 R21 R22

R23

R24

R25

R26 R27R28

R29

R30 R31

R32

R33R34

R35R36

R37

R38

R39

R40

R41R42

R43R44 R45

R46

R47

R48

R49

R50

R51R52R53

R54

R55

R56

R57

R58

R59

R60

R61

R62R63

R64

R65R66

R67

R68

RIGHT OF WAY LIMITS

POINT

R10

R11

R12

R13

R14

NORTHING

EASTING

947,313.45

2,038,484.85

946,484.91 2,037,858.13

946,550.53 2,037,780.12

946,421.24 2,037,673.89

946,356.49 2,037,751.20

944,625.61 2,036,734.59

942,993.41 2,035,794.81

942,094.32 2,035,293.40

941,126.85 2,035,208.21

941,131.45 2,034,968.75

940,851.92 2,034,890.89

939,834.12 2,034,795.55

938,876.09 2,034,737.37

938,683.08 2,034,262.67

LINE

LENGTH

1,038.86'

101.94'

167.34'

100.84'

2,007.36'

1,883.41'

1,029.45'

971.22'

239.51'

290.17'

1,022.26'

959.80'

512.43'

556.22'

LINE

DIRECTION

217° 06' 16.6"

310° 04' 02.7"

219° 24' 26.2"

129° 56' 42.0"

210° 25' 38.2"

209° 55' 55.6"

209° 08' 52.4"

185° 01' 56.3"

271° 06' 04.0"

195° 33' 49.8"

185° 21' 05.8"

183° 28' 30.7"

247° 52' 26.6"

243° 47' 17.2"

RIGHT OF WAY LIMITS

POINT

R15

R16

R17

R18

R19

R20

R21

R22

R23

R24

R25

R26

R27

R28

NORTHING

EASTING

938,437.40

2,033,763.65

938,688.64 2,033,567.27

938,095.21 2,033,198.92

937,501.08 2,033,222.49

937,404.73 2,033,288.88

935,743.30 2,033,167.96

935,740.07 2,033,115.73

935,589.43 2,033,106.86

935,589.71 2,033,158.11

934,435.79 2,033,088.43

934,403.67 2,033,785.68

935,298.27 2,033,853.47

935,378.11 2,033,897.49

935,497.79 2,033,857.92

LINE

LENGTH

318.88'

698.45'

594.60'

117.01'

1,665.82'

52.33'

150.90'

51.26'

1,156.03'

697.99'

897.16'

91.17'

126.05'

703.68'

LINE

DIRECTION

321° 59' 10.0"

211° 49' 42.6"

177° 43' 42.3"

145° 25' 42.6"

184° 09' 46.5"

266° 27' 28.5"

183° 22' 14.8"

89° 41' 08.0"

183° 27' 21.1"

92° 38' 13.8"

4° 20' 02.0"

28° 51' 57.9"

341° 42' 22.9"

4° 11' 26.5"

RIGHT OF WAY LIMITS

POINT

R29

R30

R31

R32

R33

R34

R35

R36

R37

R38

R39

R40

R41

R42

NORTHING

EASTING

936,199.59

2,033,909.35

937,096.38 2,033,959.16

937,095.95 2,034,014.66

937,737.53 2,034,062.93

937,926.71 2,034,454.62

937,964.84 2,034,434.32

938,479.74 2,035,417.87

938,582.13 2,035,426.44

938,534.26 2,035,908.82

938,399.65 2,035,864.45

938,240.87 2,035,812.12

938,010.68 2,036,120.12

938,390.21 2,036,669.92

938,469.47 2,036,653.89

LINE

LENGTH

898.17'

55.50'

643.40'

434.98'

43.20'

1,110.18'

102.75'

484.75'

141.73'

167.18'

384.51'

668.07'

80.86'

485.14'

LINE

DIRECTION

3° 10' 45.3"

90° 26' 48.2"

4° 18' 10.4"

64° 13' 14.6"

331° 58' 15.6"

62° 22' 01.5"

4° 47' 12.6"

95° 40' 06.5"

198° 14' 29.6"

126° 46' 23.2"

55° 22' 58.6"

348° 33' 37.8"

289° 34' 55.1"

RIGHT OF WAY LIMITS

POINT

R43

R44

R45

R46

R47

R48

R49

R50

R51

R52

R53

R54

R55

R56

NORTHING

EASTING

938,632.06

2,036,196.81

938,713.82 2,035,968.00

938,615.48 2,035,935.59

938,660.32 2,035,403.63

939,774.21 2,035,514.36

939,763.17 2,035,725.90

938,989.22 2,035,655.87

938,967.59 2,035,908.60

939,626.76 2,036,041.80

939,663.60 2,036,058.08

939,676.76 2,036,102.13

939,604.84 2,036,418.56

939,342.89 2,036,338.78

939,275.34 2,036,810.33

LINE

LENGTH

242.98'

103.54'

533.85'

1,119.38'

211.83'

777.11'

253.65'

672.49'

40.27'

45.97'

324.51'

273.83'

476.36'

1,281.34'

LINE

DIRECTION

289° 39' 42.6"

198° 14' 29.6"

274° 49' 06.2"

5° 40' 37.4"

92° 59' 15.3"

185° 10' 13.9"

94° 53' 29.3"

11° 25' 28.5"

23° 50' 05.0"

73° 22' 03.7"

102° 48' 16.0"

196° 56' 23.1"

98° 09' 07.5"

21° 20' 32.8"

RIGHT OF WAY LIMITS

POINT

R57

R58

R59

R60

R61

R62

R63

R64

R65

R66

R67

R68

NORTHING

EASTING

940,468.81

2,037,276.66

941,415.26 2,037,369.35

941,440.32 2,036,596.25

941,460.82 2,035,888.96

939,848.92 2,035,737.61

939,871.18 2,035,564.73

940,155.17 2,035,540.82

941,936.92 2,035,653.41

942,540.33 2,036,009.22

942,515.61 2,036,045.32

945,818.30 2,037,890.17

947,049.86 2,038,798.77

LINE

LENGTH

950.97'

773.51'

707.59'

1,618.99'

174.31'

284.99'

1,785.31'

700.49'

43.75'

3,783.01'

1,530.46'

409.90'

LINE

DIRECTION

5° 35' 36.8"

271° 51' 25.4"

271° 39' 34.4"

185° 21' 50.9"

277° 20' 16.6"

355° 11' 14.7"

3° 36' 56.7"

30° 31' 35.7"

124° 23' 41.7"

29° 11' 14.3"

36° 25' 06.6"

310° 01' 06.1"

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

C-001

H T

O F

O R

C . B

D . W

C E

B Y

D M

A1 RIGHT OF WAY MAP

SCALE: 1"=500'

3 3

CUL-6

CUL-7

CUL-8

STRC-1

FEN-4

CUL-9

CUL-10

CUL-11

CUL-14R/W

R/W

R/W R/W R/W R/W

R /W

R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/ W

R/W

R /W

R/W

R/ W

R/W

R /W

R/W

R /W

/WR/WR/WR/WR/W

R /W

R/W R/W R/W

R /W

R/W R/W

R/W

R /W

R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W

R/W

R/ W

CUL-13

CUL-12

4985+00

4990+00

4995+00

: 4

PT: 4982+81.41

C2 C3L4 L5

FEN-5

PI-745A

STA. 4948+05.16

PI-746A

STA. 4982+59.64

EXISTING LEVEE TOE EXISTING LEVEE TOE

NEW LEVEE CENTERLINE

EXISTING BASELINE

EXISTING LEVEE CENTERLINE

RAMP 4

RAMP 5 RAMP 6

RAMP 7

65 65

70 70

75 75

80 80

85 85

90 90

95 95

100 100

70 7070

75 75

80 80

85 85

90 90

95 95

100 100

105 105105 105

105105

C H

T C

-1 0#

C H

T C

-1 0#

T, N

.A .V

.D . 8

8 ELEVATIO

FEET, N

.A.V.D . 88

STATIONING ALONG NEW LEVEE CENTERLINE

4950+00

4952+00

4954+00

4956+00

4958+00

4960+00

4962+00

4964+00

4966+00

4968+00

4970+00

4972+00

4974+00

4976+00

4978+00

4980+00

EXISTING RIVERSIDE TOE

EXISTING GROUND BENEATH NEW LEVEE CENTERLINE

EXISTING LEVEE CROWN

GROSS GRADE

NET GRADE

RIVERSIDE ENLARGEMENT RIVERSIDE ENLARGEMENT WITH SEEPAGE BERM

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

C-103

A N

D P

R O

T O

O F

O R

C . B

D . W

C E

B Y

D M

1. ALL UNITS ARE U.S. SURVEY FOOT.

2. HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), MS WEST STATE PLANE

COORDINATE SYSTEM.

3. VERTICAL DATUM IS NAVD 88.

4. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.

5. FOR RIGHT OF WAY COORDINATES, SEE SHEET C-001.

GENERAL NOTES

D1 PLAN; STA. 4950+00 TO 4980+00

SCALE: 1"=200'

A1 PROFILE; STA. 4950+00 TO 4980+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=10'

400'0 200'

CUL-11

CUL-14

R/W

R/W R/W

R/W

R /W

R/W R/W

R/W

R/W R/W

R/W

R/WR/W

R/ W

R/W

R/ W

R/W

R/ W

R/W

R/ W

CUL-13

CUL-15

VALV-1

STRC-2

SIGN-1

FEN-7

STRC-3

CUL-17

PP-1

VALV-2

4975+00

5000+00

5005+00

5015+00

PC: 4982+29.63

: 4

PT: 4997+97.35

FEN-5

PI-746A

STA. 4982+59.64

PI-747A

STA. 4997+79.85

EXISTING LEVEE TOE

NEW LEVEE CENTERLINE

NEW LEVEE CENTERLINENEW LEVEE CENTERLINE

EXISTING BASELINE

EXISTING LEVEE CENTERLINE

RAMP 6

RAMP 7

RAMP 8

RAMP 9

RAMP 10

RAMP 11

656565

75 75

65 65

105105 10

MATCH LINE STA. 4980+00 (SEE SHEET C-10####)

MATCH LINE STA. 5010+00 (SEE SHEET C-10####)

T, N

.A .V

.D . 8

8 ELEVATIO

FEET, N

.A.V.D . 88

STATIONING ALONG NEW LEVEE CENTERLINE

I S

. 4

. 1

I S

. 4

. 1

4980+00

4982+00

4984+00

4986+00

4988+00

4990+00

4992+00

4994+00

4996+00

4998+00

5000+00

5002+00

5004+00

5006+00

5008+00

5010+00

EXISTING RIVERSIDE TOE

EXISTING GROUND BENEATH NEW LEVEE CENTERLINE

EXISTING LEVEE CROWN

GROSS GRADE

NET GRADE

RIERSIDE ENLARGEMENT WITH SEEPAGE BERM

RIVERSIDE ENLARGEMENT WITH MAINTENANCE BERM AND SEEPAGE BERM

RIVERSIDE ENLARGEMENT WITH MAINTENANCE BERM, SEEPAGE BERM, AND DITCH RIVERSIDE ENLARGEMENT WITH MAINTENANCE BERM AND SEEPAGE BERM

RIVERSIDE ENLARGEMENT WITH SEEPAGE BERM

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

C-104

A N

D P

R O

T O

O F

O R

C . B

D . W

C E

B Y

D M

1. ALL UNITS ARE U.S. SURVEY FOOT.

2. HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), MS WEST STATE PLANE

COORDINATE SYSTEM.

3. VERTICAL DATUM IS NAVD 88.

4. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.

5. FOR RIGHT OF WAY COORDINATES, SEE SHEET C-001.

GENERAL NOTES

D1 PLAN; STA. 4980+00 TO 5010+00

SCALE: 1"=200'

A1 PROFILE; STA. 4980+00 TO 5010+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=10'

400'0 200'

R/W

R /W

R/W

R/ W

R/W

R /W

R/W

R /W

/WR/WR/WR/WR/W

R /W

R/W R/W R/W

R /W

R/W R/W

R/W

R /W

R/W

R /W

R/W

R/WR/WR/WR/W

R /W

R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W

N: 941427.52 E: 2036501.30

N: 941365.35 E: 2036559.03

N: 940503.14 E: 2036527.12

N: 940492.90 E: 2036525.85

N: 939694.08 E: 2036356.28

N: 939647.86 E: 2036285.05

N: 940049.10 E: 2036569.59

N: 940065.90 E: 2036572.64

N: 941427.86 E: 2036684.65

N: 941370.19 E: 2036621.88

65 65

A1 C-106

BORROW AREA 1B

ELEVATION 55.0

BORROW AREA 1A

ELEVATION 55.0

BORROW AREA 2

ELEVATION 55.0

BORROW AREA 1A

ELEVATION 58.0

N: 940068.97 E: 2036572.76

N: 939942.28 E: 2037055.92

EXCAVATION LINE

EXISTING GROUND

NO EXCAVATION PERMITTED BELOW THIS LINE

EXCAVATION DEPTHEXCAVATION DEPTH

1V:3H (TYP)

MATERIAL AVAILABLE FOR BORROW

DIVERSION CHANNEL DIVERSION CHANNEL

1V :3

H (T

1V:3H (TYP) 1V

H (T

EXCAVATION LINE

R /W

MIN 10'

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

R &T

, W

N K

R G

D B

S, M

R L

-R

- Y

U C

, L A

, L O

C-106

R O

W A

D T

O N

O R

C . B

D . W

C E

B Y

D M

1. BORROW AREA 2 SHALL ONLY BE USED FOR THE CONSTRUCTION OF

UNCOMPACTED EMBANKMENT.

2. BORROW AREA 2 MUST BE FULLY EXHAUSTED BEFORE USING

UNCOMPACTED BERM EMBANKMENT MATERIAL FROM BORROW AREAS 1A

AND 1B.

3. THE BORROW AREA SHALL BE EXCAVATED TO THE PERMISSIBLE

EXCAVATION DEPTH AND TO THE FULL WIDTH OF THE BORROW AREA.

4. THE CLEARING AND GRUBBING LIMITS ARE THE RIGHT-OF-WAY LIMITS FOR

THE BORROW AREA.

5. CONTRACTORS SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM 10

FOOT OFFSET IN THE BORROW AREA RIGHT OF WAY AS SHOWN.

GENERAL NOTES

D1 PLAN VIEW; BORROW AREAS

SCALE: 1"=200'

400'0 200'

A1 TYPICAL SECTION; BORROW AREAS

SCALE: NTS

Sheets and Views

G-001

B-101

Sheet 1

B-201

B-203

C-001

Sheet 1

3 C-103

4 C-104

C-106

Sheet 1

File details come from the government source that posted it. Updated Apr 11, 2025.