A.02.MRL Item 393R_Solicitation-PLANS.pdf

PDF 25 MB Posted Oct 28, 2025

Attached to: TENSAS PARISH, LOUISIANA, LEVEE ENLARGEMENT AND BERMS, ITEMS 393-R, FC/MR&T, WBMRL
Solicitation number: W912EE26RA001
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Oct 28, 2025

This file is a comprehensive set of engineering design drawings for a levee enlargement and berms project in Tensas Parish, Louisiana, prepared by the U.S. Army Corps of Engineers Vicksburg District. The project involves raising and stabilizing the levee system along the Mississippi River, with detailed plans covering approximately 6.3 miles from station 5866+00 to 6142+88, including levee enlargement, seepage berms, drainage ditches, borrow areas, and right-of-way acquisitions.

The technical drawings provide extensive engineering details including cross-sections, boring profiles, plan and profile views, utility dispositions, and construction typical details. Key project components include three seepage berms, levee raising with a 1V:4H slope, drainage ditch construction, borrow area excavation to elevation 66, and infrastructure modifications such as removing existing fences, cattle guards, and utility infrastructure. The project involves semicompacted and uncompacted embankment, with specific engineering specifications for slope gradients, material placement, and site restoration. The design incorporates erosion control measures, stormwater pollution prevention, and careful integration with existing landscape and infrastructure.

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MRL ITEM 393-R LEVEE RAISE

AND STABILITY BERM

MRL ITEM 393-R SEEPAGE BERM

MRL ITEM 393-R BORROW AREA

MISSISSIPPI RIVER

FLOW

LAKE BRUIN

ST. JOSEPH, LOUISIANA

RIGHT OF WAY

R/W

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-26-R-A001

W912EE-YY-X-XXXX

MMMM YYYY

TENSAS PARISH, LOUISIANA

LEVEE ENLARGEMENT AND BERMS, ITEM 393-R

FC/MR&T, WBMRL

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

G-001

C O

S H

N C

C .B

, P .E

D .W

C E, P .E

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

G-002

O D

H , P

C . B

, P .E

D . W

C E, P .E

INDEX TO DRAWINGS

SHEET ID TITLE 1 TITLE 2

G-001 COVER SHEET

G-002 INDEX TO DRAWINGS

B-001 BORING LEGEND

B-101 BORING LOCATION MAP STA. 5866+00 TO STA. 6014+00

B-102 BORING LOCATION MAP STA. 6014+00 TO STA. 6143+00

B-201 FOUNDATION BORING PROFILES SHEET 1 OF 2

B-202 FOUNDATION BORING PROFILES SHEET 2 OF 2

B-203 TERTIARY BORING PROFILES SHEET 1 OF 1

B-204 BORROW BORING PROFILES SHEET 1 OF 4

B-205 BORROW BORING PROFILES SHEET 2 OF 4

B-206 BORROW BORING PROFILES SHEET 3 OF 4

B-207 BORROW BORING PROFILES SHEET 4 OF 4

C-101 PLAN AND PROFILE STA. 5866+00 TO STA. 5908+00

C-102 PLAN AND PROFILE STA. 5908+00 TO STA. 5952+00

C-103 PLAN AND PROFILE STA. 5952+00 TO STA. 5996+00

C-104 PLAN AND PROFILE STA. 5996+00 TO STA. 6040+00

C-105 PLAN AND PROFILE STA. 6040+00 TO STA. 6084+00

C-106 PLAN AND PROFILE STA. 6084+00 TO STA. 6120+00

C-107 PLAN AND PROFILE STA. 6120+00 TO STA. 6142+00

C-108 DRAINAGE DITCH PLAN AND PROFILE STA. 0+00 TO STA. 10+00

C-109 DRAINAGE DITCH PLAN AND PROFILE STA. 10+00 TO STA. 20+00

C-110 DRAINAGE DITCH PLAN AND PROFILE STA. 20+00 TO STA. 30+00

C-111 DRAINAGE DITCH PLAN AND PROFILE STA. 30+00 TO STA. 40+00

C-112 DRAINAGE DITCH PLAN AND PROFILE STA. 40+00 TO STA. 44+69

C-113 BORROW AREA PLAN AND TYPICAL SECTION

C-114 BORROW AREA 2 DRAINAGE DITCH PLAN, PROFILE, AND DETAILS

C-301 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5866+00 TO 5871+00

C-302 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5872+00 TO STA. 5877+00

C-303 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5878+00 TO STA. 5883+00

C-304 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5884+00 TO STA. 5889+00

C-305 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5890+00 TO STA. 5895+00

C-306 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5896+00 TO STA. 5901+00

C-307 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5902+00 TO STA. 5907+00

C-308 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5908+00 TO STA. 5913+00

C-309 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5914+00 TO STA. 5919+00

C-310 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5920+00 TO STA. 5925+00

C-311 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5926+00 TO STA. 5931+00

C-312 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5932+00 TO STA. 5937+00

C-313 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5938+00 TO STA. 5943+00

C-314 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5944+00 TO STA. 5949+00

C-315 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5950+00 TO STA. 5955+00

C-316 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5956+00 TO STA. 5961+00

C-317 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5962+00 TO STA. 5967+00

C-318 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5968+00 TO STA. 5973+00

C-319 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5974+00 TO STA. 5979+00

C-320 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5980+00 TO STA. 5985+00

C-321 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5986+00 TO STA. 5991+00

C-322 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5992+00 TO STA. 5997+00

C-323 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 5998+00 TO STA. 6003+00

C-324 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6004+00 TO STA. 6009+00

C-325 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6010+00 TO STA. 6015+00

C-326 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6016+00 TO STA. 6021+00

C-327 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6022+00 TO STA. 6027+00

C-328 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6028+00 TO STA. 6033+00

C-329 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6034+00 TO STA. 6039+00

C-330 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6040+00 TO STA. 6045+00

C-331 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6046+00 TO STA. 6051+00

C-332 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6052+00 TO STA. 6057+00

C-333 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6058+00 TO STA. 6063+00

C-334 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6064+00 TO STA. 6069+00

C-335 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6070+00 TO STA. 6075+00

C-336 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6076+00 TO STA. 6081+00

C-337 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6082+00 TO STA. 6087+00

C-338 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6088+00 TO STA. 6093+00

C-339 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6094+00 TO STA. 6099+00

C-340 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6100+00 TO STA. 6105+00

C-341 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6106+00 TO STA. 6111+00

C-342 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6112+00 TO STA. 6117+00

C-343 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6118+00 TO STA. 6123+00

C-344 LEVEE ENLARGEMENT AND BERM CROSS SECTIONS STA. 6124+00 TO STA. 6129+00

C-370 DRAINAGE DITCH CROSS SECTIONS STA. 0+00 TO STA. 9+00

C-371 DRAINAGE DITCH CROSS SECTIONS STA. 10+00 TO STA. 19+00

C-372 DRAINAGE DITCH CROSS SECTIONS STA. 20+00 TO STA. 29+00

C-373 DRAINAGE DITCH CROSS SECTIONS STA. 30+00 TO STA.39+00

C-374 DRAINAGE DITCH CROSS SECTIONS STA. 40+00 TO STA. 44+69

C-501 LEVEE TYPICAL DETAILS

C-502 LEVEE AND DRAINAGE DITCH TYPICAL DETAILS

C-503 LEVEE TYPICAL DETAILS

C-504 LEVEE TYPICAL DETAILS

C-505 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

C-506 RAMP TYPICAL DETAILS

C-507 CATTLE GUARD TYPICAL DETAILS

C-601 CIVIL TABULATIONS

CU601 UTILITY DISPOSITION TABULATIONS

R-101 RIGHT-OF-WAY STA. 5866+00 TO STA. 6010+00

R-102 RIGHT-OF-WAY STA. 6010+00 TO STA. 6135+92

R-601 RIGHT-OF-WAY TABULATIONS SHEET 1 OF 2

R-602 RIGHT-OF-WAY TABULATIONS SHEET 2 OF 2

MAJOR DIVISION TYPE

O A

R A

S O

M or e th an h al f o f m at er ia l i s la rg er th an N o.

s ie ve s iz e

G R

N D

CLEAN

GRAVEL

WITH FINES

(Little or No Fines)

(Appreciable Amount of Fines)

GRAVEL, Well Graded, gravel-sand mixtures, little or no fines

GRAVEL, Poorly Graded, gravel-sand mixtures, little or no fines

SILTY GRAVEL, gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixturesM or e th an h al f o f c oa rs e fra ct io n is la rg er th an

N o.

si ev e si ze

M or e th an h al f o f c oa rs e fra ct io n is s m al le r t ha n

N o.

si ev e si ze

USCS

CLEAN

SAND

(Little or No Fines)

SAND

WITH FINES

(Appreciable Amount of Fines)

SAND, Well Graded, sand-gravel mixtures

SAND, Poorly Graded, sand-gravel mixtures

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

TYPICAL DESCRIPTION

G R

- G

R A

S O

M or e th an h al f o f m at er ia l i s sm al le r t ha n

N o.

si ev e si ze

SILTS AND

CLAYS

SILTS AND

CLAYS

(Liquid Limit < 50)

(Liquid Limit > 50)

SILT, sandy or clayey silt with no to low plasticity

LEAN CLAY, sandy clay or silty clay of low to medium plasticity

ORGANIC SILTS AND CLAYS, low plasticity

ELASTIC SILT, fine sandy or silty soil with high plasticity

FAT CLAY, Inorganic clay of high plasticity

ORGANIC CLAY AND SILT, medium to high plasticity

PEAT, highly organic soilsHIGHLY ORGANIC SOILS

NO SAMPLE NO SAMPLE

MAJOR DIVISION TYPE

C O

A R

G R

S M or e th an h al f o f m at er ia l i s la rg er th an

N o.

s ie ve s iz e

G R

N D

WELL

GRADED

GRAVELS

POORLY

GRADED

GRAVELS

GW-GM GRAVEL, Well Graded, with sand and silt; with silt

GRAVEL, Well Graded, with clay or silt clay; with clay and sand; with silty clay and sand

GRAVEL, Poorly Graded, with sand and silt; with silt

M or e th an h al f o f c oa rs e fra ct io n is la rg er th an

N o.

si ev e si ze

M or e th an h al f o f c oa rs e fra ct io n is s m al le r t ha n

N o.

si ev e si ze

USCS TYPICAL DESCRIPTION

G R

GW-GC

GP-GM

GP-GC

MAIN CLASSIFICATIONS - UNIFIED SOIL CLASSIFICATION SYSTEM

DUAL CLASSIFICATIONS - UNIFIED SOIL CLASSIFICATION SYSTEM

GRAVEL, Poorly Graded, with clay or silt clay; with clay and sand; with silty clay and sand

WELL

GRADED

SANDS

POORLY

GRADED

SANDS

SP-SC

SP-SM

SW-SC

SW-SM SAND, Well Graded, with gravel and silt; with silt

SAND, Poorly Graded, with gravel and silt; with silt

SAND, Well Graded, with clay or silt clay; with clay and gravel; with silty clay and gravel

SAND, Poorly Graded, with clay or silt clay; with clay and gravel; with silty clay and gravel

SC-SM SAND, Poorly Graded, silty and clayey; silty, clayey, and with gravel

EXAMPLE BORING LOG

DESCRIPTIVE SYMBOLS

LIQUID LIMIT (%)

0 20 40 60 80 100 120 140

"A" L

INE

"U " L

INE

OH, MH

OL, ML

CL-ML

CONSISTENCY

COHESION IN P.S.F. FROM

UNCONFINED COMPRESSION TEST SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

vSo

St vSt

< 250

250 - 500

500 - 1,000

1,000 - 2,000

2,000 - 4,000

> 4,000

(12)

(8)

(16)

(20)

N-Value

USCS

Qu (psf)

FAT CLAY (CH) brown, medium stiff

LEAN CLAY (CL) gray, soft

SILT (ML) red

POORLY GRADED SAND (SP) gray, medium dense

Field Description

NMC

EXA-1-25U

Northing: 1035422.648 Easting: 2141600.269

Elevation: 260.000

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-001

H , P

C . B

, P .E

D . W

C E, P .E

R/W

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

R/W

R /W

R/WR/W

R/ W

R/WR/WR

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/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/W

R/W

R/W R/W

R/WR/W

R/W

R/WR/WR/WR/WR/W

R/W

R /W

R/W R/W

R/WR/WR/WR/W

R/W

R /W

5866+00

5870+00

5880+00

5890+00

5900+00

5910+00

5920+00

5930+00

5940+00

5950+00

5960+00

5970+00

5980+00

5990+00

6000+00

6010+00

: 5

PC: 6

.71PC

: 6

: 5

PC: 5979+13.92

: 5

: 6

PT:

3.7

: 5

PT: 5975+95.80

: 5

393-42.19B

393-19.19B

393-41.19B

393-18.19B

393-40.19B

393-17.19B

393-54.19B

393-39.19B

393-16.19B

393-53.19B

393-38.19B

393-15.19B

393-37.19B

393-52.19B

393-14.19B

393-51.19B

393-13.19B

393-36.19B 393-35.19B

393-12.19B

393-50.19B 393-34.19B

393-49.19B

393-11.19B

393-48.19B

393-33.19B

393-10.19B

393-47.19B

393-32.19B

393-9.19B

393-31.19B

393-8.19B

393-30.19B

393-7.19B

393-29.19B

393-6.19B

393-28.19B 393-5.19B

393-27.19B 393-4.19B

393-26.19B

393-3.19B

393-25.19B

393-2.19B

393-46.19B

393-24.19B

393-1.19B

393-45.19B

393-23.19B

393-81.18C

393-30.18C

393-82.18C

393-83.18C

393-29.18C

393-84.18C

393-28.18C

393-139.18C

393-27.18C

393-138.18C

393-137.18C

393-85.18C

393-26.18C

393-136.18C

393-86.18C

393-25.18C

393-135.18C

393-87.18C

393-24.18C

393-134.18C

393-88.18C

393-133.18C 393-23.18C

393-89.18C 393-22.18C

393-90.18C

393-132.18C

393-21.18C

393-91.18C

393-131.18C

393-20.18C

393-92.18C

393-130.18C

393-19.18C

393-93.18C

393-129.18C

393-18.18C

393-94.18C

393-128.18C

393-17.18C

393-95.18C

393-127.18C

393-16.18C393-16.18C

393-96.18C

393-126.18C

393-15.18C

393-97.18C

393-125.18C

393-14.18C

393-98.18C

393-124.18C

393-13.18C

393-99.18C

393-123.18C

393-12.18C

393-100.18C

393-122.18C

393-101.18C

393-11.18C 393-10.18C

393-102.18C

393-121.18C

393-120.18C

393-9.18C

393-103.18C

393-119.18C

393-8.18C

393-104.18C

393-118.18C

393-7.18C

393-105.18C

393-117.18C

393-6.18C

393-106.18C

393-116.18C

393-5.18C

393-107.18C

393-115.18C

393-4.18C

393-108.18C

393-114.18C

393-3.18C

393-109.18C

393-113.18C

393-110.18C

393-2.18C 393-165.18C

393-1.18C

393-112.18C

393-111.18C

393-1.18T

393-7.18U

393-6.18U

393-5.18U

393-4.18U

393-3.18U

393-2.18U

393-1.18U

ATCHLINE STA. 6014+00 SEE SHEET B-102

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-101

L O

T O

. 6

C . B

, P .E

D . W

C E, P .E

A1 BORING LOCATION MAP - STA. 5866+00 TO STA. 6014+00

SCALE: 1"=500' 0 500' 1000'

1. CPT DATA LOGS ARE AVAILABLE UPON REQUEST.

NOTES

LEGEND

TERTIARY BORING LOCATION

FOUNDATION BORING LOCATION

CONE PENETROMETER TEST LOCATION

RIGHT OF WAY LIMITSR/W

BORROW BORING LOCATION

R/W R/W

R/W

R/W R/W R

R/W

R/W R/W

R/W

R/W R/W

R/W

R/W R/W

R/W 6142+88.14

6000+00

6010+00

6020+00

6030+00

6040+00

6050+00

6060+00

6070+00

6080+00

6090+00

6100+00

6110+00

6120+00

6130+00

6140+00

EP: 6142+88.14

PC: 6

.71

: 6

: 5

: 6

4 PC

: 6

PC: 6059+26.31

: 6

PT: 6

.79PT

: 5

: 6

PT: 6047+99.76

: 6

PT: 6133+67.31

: 6

393-57.18C 393-56.18C

393-55.18C

393-58.18C

393-54.18C

393-53.18C

393-165.18C

393-164.18C

393-59.18C

393-52.18C

393-162.18C

393-60.18C

393-51.18C

393-161.18C

393-61.18C

393-50.18C

393-160.18C

393-62.18C

393-49.18C

393-159.18C

393-63.18C

393-48.18C

393-158.18C

393-64.18C

393-47.18C

393-157.18C

393-65.18C

393-46.18C

393-156.18C

393-66.18C

393-45.18C

393-155.18C

393-67.18C

393-44.18C

393-68.18C

393-154.18C

393-69.18C

393-43.18C

393-70.18C

393-42.18C

393-71.18C

393-153.18C

393-41.18C

393-72.18C

393-152.18C

393-40.18C

393-151.18C

393-39.18C

393-150.18C

393-73.18C

393-38.18C

393-149.18C

393-74.18C

393-37.18C 393-147.18C

393-75.18C

393-36.18C

393-146.18C

393-76.18C

393-35.18C

393-145.18C

393-77-18C

393-34.18C

393-144.18C

393-78-18C

393-33.18C

393-143.18C

393-79-18C

393-32.18C

393-142.18C

393-80.18C

393-31.18C

393-141.18C

393-81.18C

393-30.18C

393-140.18C

393-82.18C

393-83.18C

393-29.18C

393-84.18C

393-28.18C

393-139.18C

393-27.18C

393-138.18C

393-137.18C

393-2.18T

393-13.18U

393-12.18U

393-11.18U 393-10.18U

393-9.18U

393-8.18U

393-7.18U

ATC

LIN

E STA. 6014+00 SEE SH

EET B-101

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-102

L O

T O

. 6

C . B

, P .E

D . W

C E, P .E

A1 BORING LOCATION MAP - STA. 6014+00 TO STA. 6143+00

SCALE: 1"=500' 0 500' 1000'

1. CPT DATA LOGS ARE AVAILABLE UPON REQUEST.

NOTES

LEGEND

TERTIARY BORING LOCATION

FOUNDATION BORING LOCATION

CONE PENETROMETER TEST LOCATION

RIGHT OF WAY LIMITSR/W

BORROW BORING LOCATION

SP-SM

(5-8-10)

(6-8-11)

(3-5-7)

(3-8-9)

(5-7-11)

(8-15-20)

M,OX,RTS

M M

BR&GR

05-31-2021

1OD

LONG. 91.20676

LAT. 31.93714

LL W

FIELD BOOK NO. B.B. 8299

393-1-18U

69.3G.S.E.PL

SP-SM

(6-5-3)

(5-7-9)

(5-4-5)

(6-8-5)

(5-7-7)

(6-5-10)

(8-10-12)

(10-11-11)

-200=5.1% FINER

CS,-200=17.4% FINER

GR&BR

05-30-2021

1OD

LONG. 91.21149

LAT. 31.93389

LL W

FIELD BOOK NO. B.B. 8299

393-2-18U

68.2G.S.E.PL

CL-ML

M,OX

M M

St St

BR&GR

05-30-2021

1OD

LONG. 91.21545

LAT. 31.92954

LL W

FIELD BOOK NO. B.B. 8299

393-3-18U

68.5G.S.E.PL CH

CL-ML

St St

So So

BR&GR

05-29-2021

1OD

LONG. 91.22063

LAT. 31.92616

LL W

FIELD BOOK NO. B.B. 8299

393-4-18U

69.9G.S.E.PL

CL-ML

St,RTS St

St St

St,OX St

St St vSo vSo

M,OX

St,OX St

M,OX

M M

St St

BR&GR

05-28-2021

1OD

LONG. 91.22982

LAT. 31.91884

LL W

FIELD BOOK NO. B.B. 8299

393-5-18U

70.5G.S.E.PL

CL-ML

M M

St St

St,OX St

M M

St,OX St

St St

M M

St St

BR&GR

05-27-2021

1OD

LONG. 91.23272

LAT. 31.91445

LL W

FIELD BOOK NO. B.B. 8299

393-6-18U

73.8G.S.E.PL

CL-ML

St St

St,OX St

CS,CC

St,OX St

St So

St M

St,WD St

St,RTS St

GR&BR

05-26-2021

1OD

LONG. 91.23813

LAT. 31.91102

LL W

FIELD BOOK NO. B.B. 8299

393-7-18U

67.0G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-201

N D

N B

O R

P R

O F

C . B

, P .E

D . W

C E, P

M,OX

St,OX St

St St

St,OX St

St St

St,SL St

St St

St,SL St

St,OX St

GR&BR

05-16-2021

1OD

LONG. 91.25179

LAT. 31.89345

LL W

FIELD BOOK NO. B.B. 8299

393-10-18U

66.7G.S.E.PL

M M

St,OX St

St St

St,OX St

St St

St,OX St

St,SL St

St,OX St

SIS,St St

St St

St,OX St

St St St

BR&GR

05-18-2021

1OD

LONG. 91.25499

LAT. 31.88879

LL W

FIELD BOOK NO. B.B. 8299

393-11-18U

71.1G.S.E.PL

St,RTS St

St St

St,OX St

St St

St,OX St

St St

SIS,St St

St St

St St St

BR&GR

05-19-2021

1OD

LONG. 9125828

LAT. 31.88418

LL W

FIELD BOOK NO. B.B. 8299

393-12-18U

67.7G.S.E.PL

St,RTS St

St,OX St

SIS,St St

St St

St,OX St

St St

St,OX St

St St

M M

St St

St St St

BR&GR

05-25-2021

1OD

LONG. 91.26145

LAT. 33.88312

LL W

FIELD BOOK NO. B.B. 8299

393-13-18U

65.8G.S.E.PL

St St

M M

St St

St St St

BR&GR

GR&BR

BR&GR

05-25-2021

1OD

LONG. 91.24064

LAT. 31.90619

LL W

FIELD BOOK NO. B.B. 8299

393-8-18U

65.0G.S.E.PL

RTS

St St

St,SL St

St St St St

BR&GR

GR&BR

05-15-2021

1OD

LONG. 91.24707

LAT. 31.89677

LL W

FIELD BOOK NO. B.B. 8299

393-9-18U

75.7G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-202

N D

N B

O R

P R

O F

C . B

, P .E

D . W

C E, P

-100

-80

-60

-40

-20

-100

-80

-60

-40

-20

(23)

(100)

(85)

(84)

(100)

(99)

(73)

(86)

(58)

(100+)

.206

.236

SIS,vSt,CR SIS,vSt

SIS,vSt

SIS

SIS,M

SIS,St

SIS

SIS,M

SIS,St

SIS

SIS,So

SIS,M

SIS

SIS,So

SIS,M

SIS,St

SIS,M

SIS

SIS,So

SIS,M

SIS

SIS,M

SIS,St

M,F

TERTIARY

BR&GR

GR&BR

05-24-2016

1O D

LONG. 911339.7

LAT. 315514.4

LL W

FIELD BOOK NO. B.B. 8227

393-1-16T

70.95G.S.E.PL

(75)

(45)

(26)

(51)

(100)

(72)

(100)

(54)

(100)

0.1990

St,CR vSt

M,SL

M vSt

St,SL

St,SL So St,SL

M,SL

vSt vSt vSt

M,SL,OX

SIS,vSt

St St,OC,SL

SIS,St

SIS,vSt vSt,SL vSt,SL vSt

TR-G

F,M

TERTIARY

GR&BR

GR&BK

06-02-2016

1O D

LONG. 911435.1

LAT. 315402.6

LL W

FIELD BOOK NO. B.B. 8227

393-2-16T

64.59G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-203

G P

R O

C . B

, P .E

D . W

C E, P

RTS

SIS

GR&BR

06-01-2021

1OD

LONG. 91.20775

LAT. 31.93253

LL W

FIELD BOOK NO. B.B. 8300

393-1-19B

73.6G.S.E.PL

SIS,OX

BR&GR

06-01-2021

1OD

LONG. 91.20857

LAT. 31.93164

LL W

FIELD BOOK NO. B.B. 8300

393-2-19B

72.7G.S.E.PL

CL-ML

SIS

BR&GR

06-02-2021

1OD

LONG. 91.20934

LAT. 31.93082

LL W

FIELD BOOK NO. B.B. 8300

393-3-19B

74.7G.S.E.PL

CL-ML

NPNV

SIS

BR&GR

06-02-2021

1OD

LONG. 91.21023

LAT. 31.92993

LL W

FIELD BOOK NO. B.B. 8300

393-4-19B

73.7G.S.E.PL

SIS

SIS BR

06-02-2021

1OD

LONG. 91.211132

LAT. 31.9292511

LL W

FIELD BOOK NO. B.B. 8300

393-5-19B

74.0G.S.E.PL

NPNV

SIS

06-02-2021

1OD

LONG. 91.2120271

LAT. 31.9283919

LL W

FIELD BOOK NO. B.B. 8300

393-6-19B

75.9G.S.E.PL

SP-SM

CL-ML

NPNV CS

-200=10.7 FINER

06-02-2021

1OD

LONG. 91.21282

LAT. 31.92749

LL W

FIELD BOOK NO. B.B. 8300

393-7-19B

74.6G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

CL-ML

SIS

-200=31.2% FINER

06-02-2021

1OD

LONG. 91.21544

LAT. 31.92493

LL W

FIELD BOOK NO. B.B. 8300

393-10-19B

75.4G.S.E.PL

CL-ML

SIS

BR&GR

06-02-2021

1OD

LONG. 91.216374

LAT. 31.924196

LL W

FIELD BOOK NO. B.B. 8300

393-11-19B

70.9G.S.E.PL

CL-ML

RTS

SIS

BR&GR

06-02-2021

1OD

LONG. 91.21721

LAT. 31.92329

LL W

FIELD BOOK NO. B.B. 8300

393-12-19B

70.9G.S.E.PL CL

CL-ML

RTS

SIS

BR&GR

06-02-2021

1OD

LONG. 91.21804

LAT. 31.92252

LL W

FIELD BOOK NO. B.B. 8300

393-13-19B

72.7G.S.E.PL

CL-ML

RTS

SIS

BR&GR

06-03-2021

1OD

LONG. 91.21879

LAT. 31.92179

LL W

FIELD BOOK NO. B.B. 8300

393-14-19B

71.5G.S.E.PL

SIS

06-02-2021

1OD

LONG. 91.21356

LAT. 31.92675

LL W

FIELD BOOK NO. B.B. 8300

393-8-19B

74.6G.S.E.PL

CL-ML

SIS

SAS

06-02-2021

1OD

LONG. 91.21463

LAT. 31.92588

LL W

FIELD BOOK NO. B.B. 8300

393-9-19B

75.3G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-204

R O

W B

O R

P R

O F

C . B

, P .E

D . W

C E, P

CL-ML

RTS

SIS

SIS,OX

BR&GR

06-03-2021

1OD

LONG. 91.21975

LAT. 31.92092

LL W

FIELD BOOK NO. B.B. 8300

393-15-19B

72.1G.S.E.PL

CL-ML

RTS

06-03-2021

1OD

LONG. 91.22049

LAT. 31.92018

LL W

FIELD BOOK NO. B.B. 8300

393-16-19B

70.2G.S.E.PL

CL-ML

BR&GR

06-03-2021

1OD

LONG. 91.22139

LAT. 31.91937

LL W

FIELD BOOK NO. B.B. 8300

393-17-19B

71.1G.S.E.PL

CL-ML

BR&GR

06-03-2021

1OD

LONG. 91.22231

LAT. 31.9185

LL W

FIELD BOOK NO. B.B. 8300

393-18-19B

68.4G.S.E.PL

CL-ML

06-13-2021

1OD

LONG. 91.22316

LAT. 31.91759

LL W

FIELD BOOK NO. B.B. 8301

393-19-19B

66.5G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

SIS,RTS

SIS

06-12-2021

1OD

LONG. 91.2086

LAT. 31.93324

LL W

FIELD BOOK NO. B.B. 8301

393-23-19B

73.7G.S.E.PL

RTS

06-12-2021

1OD

LONG. 91.20949

LAT. 31.93245

LL W

FIELD BOOK NO. B.B. 8301

393-24-19B

69.2G.S.E.PL

SIS

BR&GR

06-12-2021

1OD

LONG. 91.21038

LAT. 31.93166

LL W

FIELD BOOK NO. B.B. 8301

393-25-19B

69.3G.S.E.PL

CL-ML

SIS,RTS

SIS

SIS BR

BR&GR

06-12-2021

1OD

LONG. 91.21119

LAT. 31.93084

LL W

FIELD BOOK NO. B.B. 8301

393-26-19B

74.4G.S.E.PL

CL-ML

06-12-2021

1OD

LONG. 91.21205

LAT. 31.92998

LL W

FIELD BOOK NO. B.B. 8301

393-27-19B

74.2G.S.E.PL

CL-ML

RTS

-200=47.9% FINER

SIS

GR&BR

06-12-2021

1OD

LONG. 91.21297

LAT. 31.92914

LL W

FIELD BOOK NO. B.B. 8301

393-28-19B

72.0G.S.E.PL

SP-SM

1846 RTS,WD

-200=9.2% FINER

-200=18.6% FINERBR

06-12-2021

1OD

LONG. 91.21388

LAT. 31.92824

LL W

FIELD BOOK NO. B.B. 8301

393-29-19B

72.7G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-205

R O

W B

O R

P R

O F

C . B

, P .E

D . W

C E, P .E

AutoCAD SHX Text

SP-SM

SIS,RTS

-200=9.2% FINER

-200=4.9% FINER

06-12-2021

1OD

LONG. 91.2146232

LAT. 31.92746

LL W

FIELD BOOK NO. B.B. 8301

393-30-19B

74.4G.S.E.PL

SIS

-200=20.5% FINER

06-12-2021

1OD

LONG. 91.21548

LAT. 31.92672

LL W

FIELD BOOK NO. B.B. 8300

393-31-19B

74.4G.S.E.PL

SP-SM

SIS

-200=9.7% FINER

06-12-2021

1OD

LONG. 91.21634

LAT. 31.92592

LL W

FIELD BOOK NO. B.B. 8300

393-32-19B

73.4G.S.E.PL

CL-ML

SIS

SIS,OX

BR&GR

06-12-2021

1OD

LONG. 91.2172

LAT. 31.92507

LL W

FIELD BOOK NO. B.B. 8300

393-33-19B

72.9G.S.E.PL

CL-ML

SIS,RTS

SIS

GR&BR

06-11-2021

1OD

LONG. 91.2181

LAT. 31.92411

LL W

FIELD BOOK NO. B.B. 8300

393-34-19B

70.9G.S.E.PL

CL-ML

SIS,RTS

SIS

GR&BR

06-11-2021

1OD

LONG. 91.2189576

LAT. 31.923296

LL W

FIELD BOOK NO. B.B. 8300

393-35-19B

66.1G.S.E.PL CH

CL-ML

SIS

GR&BR

06-11-2021

1OD

LONG. 91.21971

LAT. 31.92254

LL W

FIELD BOOK NO. B.B. 8300

393-36-19B

68.2G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

CL-ML

40 SIS

SIS,OX

SIS

GR&BR

06-11-2021

1OD

LONG. 91.22063

LAT. 31.92171

LL W

FIELD BOOK NO. B.B. 8300

393-37-19B

67.9G.S.E.PL

CL-ML

SIS

GR&BR

06-07-2021

1OD

LONG. 91.22148

LAT. 31.92082

LL W

FIELD BOOK NO. B.B. 8300

393-38-19B

68.9G.S.E.PL

CL-ML

RTS

GR&BR

06-03-2021

1OD

LONG. 91.22232

LAT. 31.92006

LL W

FIELD BOOK NO. B.B. 8300

393-39-19B

68.8G.S.E.PL

CL-ML

RTS

RTS BR

GR&BR

06-13-2021

1OD

LONG. 91.22326

LAT. 31.91916

LL W

FIELD BOOK NO. B.B. 8301

393-40-19B

66.6G.S.E.PL CL

CL-ML

RTS

SIS,OX

SIS

GR&BR

06-13-2021

1OD

LONG. 91.224

LAT. 31.91837

LL W

FIELD BOOK NO. B.B. 8301

393-41-19B

68.0G.S.E.PL

CL-ML

GR&BR

06-13-2021

1OD

LONG. 91.2249583

LAT. 31.91758

LL W

FIELD BOOK NO. B.B. 8301

393-42-19B

65.3G.S.E.PL

T N

.A .V

.D . 8

CL-ML

SIS,RTS GR&BR

GR&BR

06-12-2021

1OD

LONG. 91.21014

LAT. 31.93313

LL W

FIELD BOOK NO. B.B. 8300

393-45-19B

75.4G.S.E.PL

CL-ML

RTS

SIS

GR&BR

06-12-2021

1OD

LONG. 91.21111

LAT. 31.93234

LL W

FIELD BOOK NO. B.B. 8301

393-46-19B

75.0G.S.E.PL

CL-ML

1533 SIS,RTS

-200=14.7% FINER

GR&BR

06-12-2021

1OD

LONG. 91.21794

LAT. 31.92568

LL W

FIELD BOOK NO. B.B. 8301

393-47-19B

71.4G.S.E.PL

NPNV

SIS,RTS

SIS

GR&BR

06-12-2021

1OD

LONG. 91.21922

LAT. 31.92507

LL W

FIELD BOOK NO. B.B. 8301

393-48-19B

65.8G.S.E.PL

CL-ML

SIS,RTS

SIS

GR&BR

06-13-2021

1OD

LONG. 91.22026

LAT. 31.92412

LL W

FIELD BOOK NO. B.B. 8301

393-49-19B

65.9G.S.E.PL

T N

.A .V

.D . 8

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-206

R O

W B

O R

P R

O F

C . B

, P .E

D . W

C E, P

CL-ML

SIS,RTS

SIS

BR&GR

06-13-2021

1O D

LONG. 91.22047

LAT. 31.92337

LL W

FIELD BOOK NO. B.B. 8301

393-50-19B

66.0G.S.E.PL CL

CL-ML

RTS

SIS

BR&GR

06-13-2021

1O D

LONG. 91.22134

LAT. 31.92245

LL W

FIELD BOOK NO. B.B. 8301

393-51-19B

67.2G.S.E.PL

CL-ML

SIS,RTS

SIS

BR&GR

06-13-2021

1O D

LONG. 91.22218

LAT. 31.92165

LL W

FIELD BOOK NO. B.B. 8301

393-52-19B

67.3G.S.E.PL

CL-ML

RTS

SIS

BR&GR

06-13-2021

1O D

LONG. 91.22309

LAT. 31.92086

LL W

FIELD BOOK NO. B.B. 8301

393-53-19B

67.8G.S.E.PL

CL-ML

SIS,RTS

BR&GR

06-13-2021

1O D

LONG. 91.22411

LAT. 31.91988

LL W

FIELD BOOK NO. B.B. 8301

393-54-19B

64.7G.S.E.PL

T N

.A .V

.D . 8

T N

.A .V

.D . 8

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

B-207

R O

W B

O R

P R

O F

C . B

, P .E

D . W

C E, P

R E

E GATES

5' HOG WIRE FENCE

L3 L4

L6 C6

C4 C3

L27

L30

UPPER END OF ITEM

STA. 5866+00

SEEPAGE BERM 1

SEEPAGE BERM 2

SEEPAGE BERM 3

BORROW AREA 1

EXISTING LEVEE CENTERLINE

PP 1 PP 2

PP 4

NEW LEVEE CENTERLINE

NEW DRAINAGE DITCH

SEE SHEETS C-108-C-111

BEGIN CONSTRUCTION OF POTATO RIDGE

(TIE TO EXISTING GROUND AT ELEVATION 77)

N: 886468.7276 E: 2025144.4410

AREA 1

(SEE SHEET C-504, NOTE 6)

GRADE AREA TO DRAIN

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/WR/WR/WR/W

R /W

R/W

R/ W

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

R /W

R/W

/WR/W

R/W R/W

R /W

R/W

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

R/W

R /W

: 5

5866+00

5870+00

5875+00

5880+00

5885+00

5890+00

5895+00

5900+00

5905+00

5910+00

POWER LINE 1

5' HOGWIRE FENCE

PP 3

PI-800A

PI-801A

PI-802A

C H

T C

-1

NO LEVEE ENLARGEMENT RESURFACE EXISTING ROAD ONLY

T (N

.A .V

.D .8

ELEVATIO

FEET (N

.A.V.D .88)

STATIONING ALONG NEW LEVEE CENTERLINE

SEEPAGE BERM 1 SEEPAGE BERM 2 SEEPAGE BERM 3

STA. 5908+00.00

EL. 99.89

STA. 5908+00.00

EL. 99.58

EXISTING GROUND

BENEATH NEW LEVEE CENTERLINE EXISTING LEVEE CENTERLINE

5864+00 5866+00 5868+00 5870+00 5872+00 5874+00 5876+00 5878+00 5880+00 5882+00 5884+00 5886+00 5888+00 5890+00 5892+00 5894+00 5896+00 5898+00 5900+00 5902+00 5904+00 5906+00 5908+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

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

C-101

A N

D P

R O

T O

. 5

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-501 THROUGH C-506 FOR DETAILS.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NEW LEVEE TOE

RIGHT OF WAYR/W

D1 PLAN - STA. 5866+00 TO STA. 5908+00

SCALE: 1"=200'

A1 PROFILE - STA. 5866+00 TO STA. 5908+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=20'

400'0 200'

5' HOG W

IRE FENCE

5' HOG WIRE FENCE

5' B/W FENCE

5' B/W-HOG WIRE FENCE

C P

G R

R O

75 80 85 90

95 100

L7 L8

L9 L10

L11 C10

C7C6

SEEPAGE BERM 3

BEGIN RIVERSIDE LEVEE RAISE

APPROX. STA. 5932+84.22

BORROW AREA 1

(SEE SHEET C-113)

BORROW AREA 2

(SEE SHEET C-113)

EXISTING LEVEE CENTERLINE

HAUL ROAD

NEW LEVEE CENTERLINE

EXISTING 21.5" DIA. PIPE

R/W R/W

R /W

R/W R/W

R /W

R/WR/WR/W

/WR/W

/WR/WR/WR/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/W

R/W

R/WR/W

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

R/W

R/W R/W

R/W

R /W

R/W

: 5

5910+00

5915+00

5920+00

5925+00

5930+00

5935+00

5940+00

5945+00

5950+00

5' METAL FNECE

PI-803A

PI-804A

PI-805A

PI-806A

PI-807A

LEVEE TRANSITION (SEE SHEET C-503)

C H

T C

-1

C H

T C

-1

NO LEVEE ENLARGEMENT

RESURFACE EXISTING ROAD ONLY RIVERSIDE ENLARGEMENT WITH STANDARD ROADWAY ADDITION

T (N

.A .V

.D .8

ELEVATIO

FEET (N

.A.V.D .88)

STATIONING ALONG NEW LEVEE CENTERLINE

STA. 5908+00.00

EL. 99.89

STA. 5908+00.00

EL. 99.58

. 9

EXISTING LEVEE CENTERLINE

NET GRADE

GROSS GRADE

EXISTING GROUND BENEATH

NEW LEVEE CENTERLINE

RS NET/GROSS LEVEE TOE

LS GROSS EMBANKMENT DAYLIGHT

STA. 5939+00.00

EL. 99.80

STA. 5939+90.00

EL. 100.70

1.000%

-0.004%

STA. 5952+00.00

EL. 100.65

STA. 5952+00.00

EL. 99.40

5908+00 5910+00 5912+00 5914+00 5916+00 5918+00 5920+00 5922+00 5924+00 5926+00

5928+00

5930+00

5932+00

5934+00

5936+00

5938+00

5940+00

5942+00

5944+00

5946+00

5948+00

5950+00

5952+00

TRANS.

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

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

C-102

A N

D P

R O

T O

. 5

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-501 THROUGH C-506 FOR DETAILS.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NEW LEVEE TOE

RIGHT OF WAYR/W

D1 PLAN - STA. 5908+00 TO STA. 5952+00

SCALE: 1"=200'

A1 PROFILE - STA. 5908+00 TO STA. 5952+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=20'

G G

C P C

P C P

C P

C P C

C P

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

5' B/W-HOG WIRE FENCE

POWERLINE

PPPPPP

PPPPPPPP

PPPP PP

ROAD

SIGNS

PP/METER

R O

FLAG POLES

C P

100100

R O

L11 L12

L13 L14

L15

L16

C16

C15

C14

C13 C12

C11

EXISTING LEVEE CENTERLINE

RAMP 2

RAMP 1

NEW LEVEE CENTERLINE

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/WR/W

R/W

R/WR/W

R/W

: 5

PC: 5979+13.92

: 5

PT: 5975+95.80

: 5

5950+00

5955+00

5960+00

5965+00

5970+00

5975+00

5980+00

5985+00

5990+00

5995+00

BW-HOGWIRE FENCE

CATTLE GUARD 1

PI-807A

PI-808A

PI-809A PI-810A

PI-811A

PI-812A

C H

T C

-1

C H

T C

-1

RIVERSIDE ENLARGEMENT WITH STANDARD ROADWAY ADDITION

T (N

.A .V

.D .8

ELEVATIO

FEET (N

.A.V.D .88)

STATIONING ALONG NEW LEVEE CENTERLINE

EXISTING GROUND BENEATH

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NET GRADE

GROSS GRADE

RS NET/GROSS LEVEE TOE

LS GROSS EMBANKMENT DAYLIGHT

-0.004%

STA. 5952+00.00

EL. 100.65

STA. 5952+00.00

EL. 99.40

STA. 5996+00.00

EL. 100.45

STA. 5996+00.00

EL. 99.23

5952+00

5954+00

5956+00

5958+00

5960+00

5962+00

5964+00

5966+00

5968+00

5970+00

5972+00

5974+00

5976+00

5978+00

5980+00

5982+00

5984+00

5986+00

5988+00

5990+00

5992+00

5994+00

5996+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

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

C-103

A N

D P

R O

T O

. 5

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-501 THROUGH C-506 FOR DETAILS.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NEW LEVEE TOE

RIGHT OF WAYR/W

D1 PLAN - STA. 5952+00 - STA. 5996+00

SCALE: 1"=200'

A1 PROFILE - STA. 5952+00 - STA. 5996+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=20'

400'0 200'

AutoCAD SHX Text W

C P

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

E E

EE J

PPPP

PP PP

5 STRAND BARBED WIRE FENCE

Z O

N E

C P

95 95

L17

L18

L19

L20

C18

C17

C16

C19

EXISTING LEVEE CENTERLINE

NEW LEVEE CENTERLINE

R/W R/W

R/W

R/W R/W

R/W

R/W R/W

R/W

R/WR/W

R/W

R/WR/W

PC: 6

.71

: 6

: 5

: 6

PT: 6

.79

: 5

: 6

5995+00

6000+00

6005+00

6010+00

6015+00

6020+00

6025+00

6030+00

6035+00

6040+00

6045+00

5-STR BW FENCE

CATTLE GUARD 2

PI-813A

PI-814A

PI-815A PI-816A

PI-817A

PI-818A

C H

T C

-1

C H

T C

-1

RIVERSIDE ENLARGEMENT WITH STANDARD ROADWAY ADDITION

T (N

.A .V

.D .8

ELEVATIO

FEET (N

.A.V.D .88)

STATIONING ALONG NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE EXISTING GROUND BENEATH

NEW LEVEE CENTERLINE

NET GRADE

GROSS GRADE

RS NET/GROSS LEVEE TOE

LS GROSS EMBANKMENT DAYLIGHT

STA. 5996+00.00

EL. 100.45

STA. 5996+00.00

EL. 99.23

STA. 6040+00.00

EL. 100.26

STA. 6040+00.00

EL. 99.05

-0.004%

5996+00

5998+00

6000+00

6002+00

6004+00

6006+00

6008+00

6010+00

6012+00

6014+00

6016+00

6018+00

6020+00

6022+00

6024+00

6026+00

6028+00

6030+00

6032+00

6034+00

6036+00

6038+00

6040+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

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

C-104

A N

D P

R O

T O

. 6

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-501 THROUGH C-506 FOR DETAILS.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NEW LEVEE TOE

RIGHT OF WAYR/W

D1 PLAN - STA. 5996+00 TO STA. 6040+00

SCALE: 1"=200'

A1 PROFILE - STA. 5996+00 TO STA. 6040+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=20'

E E

E J

E E

E J

E E

EE J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E E J

E E

E E J

E E

E E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E E J

E E

EE J

E E

E J

E E

E E J

E E

E J

E E

E J

E E

E E J

E E

E E J

E E

E J

E E

EE J

5-STR B/W FENCE

L20

L21

L22

C20

C21

C22

STABILITY BERM

EXISTING LEVEE CENTERLINE

RAMP 4

RAMP 3

NEW LEVEE CENTERLINE

LOW WIRE CROSSING 1

ELEV. 89

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

PC: 6047+15.78

PC: 6059+26.31

: 6

PT: 6047+99.76

: 6

6040+00

6045+00

6050+00

6055+00

6060+00

6065+00

6070+00

6075+00

6080+00

6085+00

6090+00

POWER LINE 2

PP 5

PP 6

LOW WIRE CROSSING 2

ELEV. 115

CATTLE GUARD 3

PI-819A

PI-820A

PI-821A

PI-822A

ATCHLINE STA. 6040+00 (SEE SHEET C-104)

C H

T C

-1

RIVERSIDE ENLARGEMENT WITH STANDARD ROADWAY ADDITION

STABILITY BERM

T (N

.A .V

.D .8

ELEVATIO

FEET (N

.A.V.D .88)

STATIONING ALONG NEW LEVEE CENTERLINE

EXISTING GROUND BENEATH

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NET GRADE

GROSS GRADE

RS NET/GROSS LEVEE TOE

LS GROSS EMBANKMENT DAYLIGHT

-0.003%

STA. 6040+00.00

EL. 100.26

STA. 6040+00.00

EL. 99.05

STA. 6084+00.00

EL. 100.11

STA. 6084+00.00

EL. 98.91

6040+00

6042+00

6044+00

6046+00

6048+00

6050+00

6052+00

6054+00

6056+00

6058+00

6060+00

6062+00

6064+00

6066+00

6068+00

6070+00

6072+00

6074+00

6076+00

6078+00

6080+00

6082+00

6084+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

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

C-105

A N

D P

R O

T O

. 6

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-501 THROUGH C-506 FOR DETAILS.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NEW LEVEE TOE

RIGHT OF WAYR/W

D1 PLAN - STA. 6040+00 TO STA. 6084+00

SCALE: 1"=200'

A1 PROFILE - STA. 6040+00 TO STA. 6084+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=20'

E E

EE J

E E

EE J

E E

EE JE

E E

EE J

E E

EE JE

E E

EE J

E E

EE JE

E E

EE J

E E

EE JE

E E

EE JE

E E

EE JE

E E

EE JE

E E

EE J

E E

EE JE

E E

EE J

E E

EE J

E E

EE J

EE JPPPP PPPPPPPPPPPPPPPPPPPPPPPP

WATER EDGE

5-STR B/W FENCE

606060

65 65 65

70707070 757575 75

8080 80 8085 85 85 85 90 90 90 90

909090 959595 95

95 95 95 95 100 100

100100

G G

L23 L24C23

STABILITY BERM

LOWER END OF ITEM

STA. 6129+01

STABILITY BERM

EXISTING LEVEE CENTERLINE

NEW LEVEE CENTERLINE

GAS LINE TO BE RELOCATED TO

UPPER END OF MRL ITEM 388

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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

: 6

.03

: 6

6085+00

6090+00

6095+00

6100+00

6105+00

6110+00

6115+00

6120+00

6125+00

4' MESH WIRE FENCE

CATTLE GUARD 4

CATTLE GUARD 5PI-823AM

N E

S H

C -1

C H

T C

-1

RIVERSIDE ENLARGEMENT WITH STANDARD ROADWAY ADDITION

STABILITY BERM

T (N

.A .V

.D .8

ELEVATIO

FEET (N

.A.V.D .88)

STATIONING ALONG NEW LEVEE CENTERLINE

EXISTING GROUND BENEATH

NEW LEVEE CENTERLINEEXISTING LEVEE CENTERLINE

NET GRADE

GROSS GRADE

RS NET/GROSS LEVEE TOE

LS GROSS EMBANKMENT DAYLIGHT

STA. 6084+00.00

EL. 100.11

STA. 6084+00.00

EL. 98.91

STA. 6120+00.00

EL. 99.96

STA. 6120+00.00

EL. 98.77

-0.004%

6084+00

6086+00

6088+00

6090+00

6092+00

6094+00

6096+00

6098+00

6100+00

6102+00

6104+00

6106+00

6108+00

6110+00

6112+00

6114+00

6116+00

6118+00

6120+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

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

C-106

A N

D P

R O

T O

. 6

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-501 THROUGH C-506 FOR DETAILS.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NEW LEVEE TOE

RIGHT OF WAYR/W

D1 PLAN - STA. 6084+00 TO STA. 6120+00

SCALE: 1"=200'

A1 PROFILE - STA. 6084+00 TO STA. 6120+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=20'

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

E E

E J

5-STR B/W FENCE

POWERLINE

GRAVEL ROAD

5-STR B/W FENCE

70 75

L25

L24

C24

C23

STABILITY BERM

LOWER END OF ITEM

STA. 6129+01

STABILITY BERM

EXISTING LEVEE CENTERLINE

NEW LEVEE CENTERLINE

GAS LINE TO BE RELOCATED TO

UPPER END OF MRL ITEM 388

R/W

EP: 6

.14

: 6

PT:

7.3

: 6

6142+88.146110+00

6115+00

6120+00

6125+00

6130+00 6135+00

6140+00

LOW WIRE CROSSING 3

ELEV. 115

4' MESH WIRE FENCE

CATTLE GUARD 5

PI-823A

PI-824A

PI-825A

. 6

-1

RIVERSIDE ENLARGEMENT WITH STANDARD ROADWAY ADDITION

T (N

.A .V

.D .8

ELEVATIO

FEET (N

.A.V.D .88)

STATIONING ALONG NEW LEVEE CENTERLINE

EXISTING GROUND BENEATH

NEW LEVEE CENTERLINE

EXISTING LEVEE

CENTERLINE

NET GRADE

GROSS GRADE

1V:100H SLOPE

TIE TO EXISTING GROUND

RS NET/GROSS LEVEE TOE

LS GROSS EMBANKMENT DAYLIGHT

-0.004%

STABILITY BERM

. 9

6120+00

6122+00

6124+00

6126+00

6128+00

6130+00

6132+00

6134+00 6136+00 6138+00 6140+00 6142+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

2E E-

-X

2E E-

-R

-A

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

AS ADVERTISED

C-107

A N

D P

R O

T O

. 6

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-501 THROUGH C-506 FOR DETAILS.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

NEW LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

NEW LEVEE TOE

RIGHT OF WAYR/W

D1 PLAN - STA. 6120+00 TO STA. 6142+00

SCALE: 1"=200'

A1 PROFILE - STA. 6120+00 TO STA. 6142+00

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=10'

R/W

R /W

R /W R/W

R/W

5909+00

5910+00

: 5

L29

C25

C28

BP: 0+00.00

PC: 1+96.34

: 6

+7 7.

: 2

+3 3.

: 1

BEGIN CONSTRUCTION

OF DRAINAGE DITCH

STA. 0+78.55

SEEPAGE BERM 3

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00 11+00

C H

S H

C -1

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

0+00 2+00 4+00 6+00 8+00 10+00

I S

. 0

+7 8.

. 7 1.

I S

. 8

+9 4.

. 6 7.

-0.45%

STA. 10+00.00

EL. 67.56

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-

-X

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

2ND FINAL DQC AND BCOES REVIEW

C-108

D R

C H

N A

N D

P R

. 1

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-502 FOR DRAINAGE DITCH DETAIL.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

DRAINAGE DITCH CENTERLINE

TOP OF DRAINAGE DITCH

RIGHT OF WAYR/W

REQUIRED GRADING TO DRAIN

FILL EXISTING DITCH

D1 DRAINAGE DITCH PLAN STA. 0+00 TO STA. 10+00

SCALE: 1"=50' 50' 100'0

A1 DRAINAGE DITCH PROFILE STA. 0+00 TO STA. 10+00

HORIZONTAL SCALE: 1"=50' 50' 100'0

VERTICAL SCALE: 1"=10'

R/W R/W

R/W

R /W

R/W R/W

R/WL27

L30

C26

C27

C28

C29

PC: 17+26.12

: 1

: 2

: 1

PT: 16+77.31

: 1

: 2

SEEPAGE BERM 2

SEEPAGE BERM 3

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

17+00

18+00 19+00 20+00

21+00

C H

S H

C -1

C H

S H

C -1

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

10+00 12+00 14+00 16+00 18+00 20+00

STA. 10+00.00

EL. 67.56 STA. 20+00.00

EL. 66.95

-0.06%

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-

-X

M M

R G

, M S

R G

/M R

&T , W

R G

D B

S, IT

-R

, L O

2ND FINAL DQC AND BCOES REVIEW

C-109

D R

C H

N A

N D

P R

T O

. 2 0+

C . B

, P .E

D . W

C E, P .E

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

2. HORIZONTAL DATUM IS NAD83(2011) SPCS MS WEST.

3. VERTICAL DATUM IS N.A.V.D. 88.

4. SEE SHEET C-601 FOR NEW LEVEE CENTERLINE TABULATION.

5. SEE SHEET C-502 FOR DRAINAGE DITCH DETAIL.

6. AERIAL IMAGE PROVIDED BY BING IMAGERY. DATE OF IMAGERY IS UNKNOWN.

NOTES

LEGEND

DRAINAGE DITCH CENTERLINE

TOP OF DRAINAGE DITCH

RIGHT OF WAYR/W

REQUIRED GRADING TO DRAIN

FILL EXISTING DITCH

D1 DRAINAGE DITCH PLAN STA. 10+00 TO STA. 20+00

SCALE: 1"=50' 50' 100'0

A1 DRAINAGE DITCH PROFILE STA. 10+00 TO STA. 20+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

L27

L33C29

: 2

: 3

: 2

SEEPAGE BERM 2

SEEPA…

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File details come from the government source that posted it. Updated Oct 28, 2025.