H-04-014_Construction Plan Set for Solicitation Volume 1 of 6.pdf

PDF 22 MB Posted Aug 18, 2025

Attached to: Comite Brooks Lake Control Structure and Guide Levee Federal contract opportunity
Solicitation number: W912P825B0050
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Aug 18, 2025

This document is a solicitation for the Flood Control, Amite River and Tributaries Comite River Diversion Project, issued by the US Army Corps of Engineers New Orleans District. The project is located in East Baton Rouge Parish, Louisiana, and involves constructing a Brooks Lake Closure Structure and Guide Levee. The solicitation details a comprehensive flood control infrastructure project that includes building a guide levee, access road, and closure structure, with specific construction elements such as temporary earthen dams, a 54" corrugated metal pipe culvert, and a flap gate.

Key project details include a solicitation number W912P8-25-B-0050, contract number X, and an issue date of September 2025. The project scope encompasses multiple phases, including site preparation, earthwork, constructing temporary and permanent structures, and environmental considerations. The drawings provide detailed plans for the guide levee, access road, and closure structure, with precise geographical coordinates and station markers. The project includes multiple stockpile areas, a staging area with security fencing, and careful consideration of existing utilities and right-of-way limitations. The total project area spans approximately 25 acres for the guide levee and includes additional areas for access roads and stockpiles.

View the file

Other files for this federal contract opportunity

Other files attached to Comite Brooks Lake Control Structure and Guide Levee, newest first.
File	Type	Posted
W912P825B0050 Bid Abstract SIGNED.pdf	PDF	Sep 18, 2025
W912P825B0050 AM0003.pdf	PDF	Sep 16, 2025
W912825B0050 AM0002.pdf	PDF	Sep 16, 2025
W912P825B0050 AM0001.pdf	PDF	Sep 5, 2025
H-04-014_Construction Plan Set for Solicitation Volume 4 of 6.pdf	PDF	Aug 18, 2025
H-04-014_Construction Plan Set for Solicitation Volume 2 of 6.pdf	PDF	Aug 18, 2025
H-04-014_Construction Plan Set for Solicitation Volume 5 of 6.pdf	PDF	Aug 18, 2025
H-04-014_Construction Plan Set for Solicitation Volume 3 of 6.pdf	PDF	Aug 18, 2025
H-04-014_Construction Plan Set for Solicitation Volume 6 of 6.pdf	PDF	Aug 18, 2025
W912P825B0050 Solicitation Package.pdf	PDF	Aug 18, 2025

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A R K A N S A S

SHREVEPORT

MONROE

VICKSBURG

NATCHEZ

ALEXANDRIA

L O U I S I A N A

M I S S I S S I P P I

T E X A S

CITY

MORGAN

CHARLES

LAKE

ROUGE

BATON

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G U L F O F A M E R I C A

MILES

LOCATION MAP

40 40 80 120 160 200

LOCATION

PROJECT

LOCATION

PROJECT

OLD RIVER

NEW ORLEANS

LOCATION

PROJECT

NORTH

PLAN

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®of Engineers

US Army Corps

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NORTH

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SCALE: 1" = 4,000'

VICINITY MAP AND LOCATION MAP

0 8000'4000'

SCALE: 1"=4000'

Y M

A P

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M A

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G N

POINTE COUPEE PARISH, LA.

WEST FELICIANA PARISH, LA.

EAST FELICIANA PARISH, LA.

EAST BATON ROUGE PARISH, LA.

WEST BATON ROUGE PARISH, LA.

PROFIT ISLAND

P I

RIVER

P R

O F

L A

N D

C H

U T E

BAKER

SCOTLANDVILLE

WALLS

HERMITAGE

WATERLOO

PORT HUDSON

SLAUGHTER

ERWINVILLE

BUECHE

CHENAL

ZACHARY

CENTRAL

C O

RIVER

L Y

BAYOU

SOLITUDE POINT

THOMAS POINT

FANCY POINT

C-106

C-105

C-101

C-102

09109C2

09-036C-2

C-107

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09109C

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DETAILED INFORMATION

AREA ENLARGED FOR

NUMBER

DETAIL

IS SHOWN

DETAIL

WHERE

SHEET

SCALE:

DRAWING AREA TITLE

SCALE:

DRAWING AREA TITLE

X-##

X-###

(SHOWN ON SAME SHEET)

SECTION CUT

(SHOWN ON ANOTHER SHEET)

SECTION CUT

(SHOWN ON SAME SHEET)

ELEVATION VIEW

(SHOWN ON ANOTHER SHEET)

ELEVATION VIEW

BENCHMARK

UTILITY POLE

POINT OF INFLECTION

BORING

FILL (LEVEE)

CENTERLINE (LEVEE/ROAD)

LIMIT OF CONSTRUCTION

RIGHT OF WAY

BASELINE

EXISTING GROUND

GAS PIPELINE

OVERHEAD ELECTRICAL LINE

CRUSHED CONCRETE

CRUSHED STONE OR

FLOWABLE FILL

CUT (EXCAVATION)

FILL (COMPACTED)

CONCRETE

CULVERT (PLAN VIEW)

CONSTRUCTION EASEMENT

RIP RAP

BEDDING MATERIAL

C-507 AND C-508

FILL (COMPACTED)

DETAIL

(SHOWN ON SAME SHEET)

(SHOWN ON ANOTHER SHEET)

X-###

X-##

X-###

X-##

X-###

DESCRIPTIONNAME ELEVATION

WIDTHW

VERTICALV

TYPICALTYP.

STANDARDSTD.

STATIONSTA.

RIGHT OF WAYR/W

POINT OF TANGENCYPT

POINT OF INFLECTIONP.I.

POINT OF INTERSECTIONPI

POINT OF CURVATUREPC

OPTIONOPT.

ON CENTERO.C.

MISCELLANEOUSMISC.

MINIMUMMIN.

MAXIMUMMAX.

INVERT ELEVATIONINV. EL.

HEIGHTH

FEETFT.

ELEVATIONEL.

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CENTERLINECL

CONSTRUCTION EASEMENTC/E

BASELINEB/L

AZIMUTHAZ.

APPROXIMATELYAPPROX.

(2006.81)

EPOCH: NAVD 88

EL. 75.26

(2006.81)

EPOCH: NAVD 88

EL. NONE

Y = 762886.085

X = 3305205.532

LON = 91 15 21.14

LAT = 30 35 48.33

Y = 762886.085

X = 3303833.135

LON = 91 15 36.84

LAT = 30 35 51.84

IRENE ROAD

METER AND 38.5 FEET NORTH OF THE CENTERLINE OF

HYDRANT, 21.9 FEET EAST NORTHEAST OF A WATER

“09109C1”. THE STATION IS 10.8 FEET EAST OF A FIRE

ACCESS IS THROUGH A 5 INCH LOGO CAP STAMPED

AND DRIVEN IN THE GROUND TO REFUSAL AT 48 FEET.

THE MONUMENT IS A STAINLESS STEEL ROD SET

WEST IRENE RD.

EAST SOUTHEAST OF THE CENTERLINE OF

FEET EAST OF A GAS PIPELINE SIGN AND 53.5 FEET

FEET SOUTHWEST OF A CHAIN LINK FENCE, 16.4

LEVEL AND STAMPED “09109C2”. THE DISK IS 14.25

4 FOOT 5/8” IRON ROD 0.2 FEET BELOW GROUND

THE MONUMENT IS A COE BRASS DISK SET ON A

(PRIMARY)

09109C

09109C2

OR IN TRANSIT SHALL BE COVERED TO PREVENT BEING BLOWN.

BE KEPT MOIST WITH WATER BY MEANS OF A WATER TRUCK. DUSTY MATERIALS IN PILES

PREVENT UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO DUSTING SHALL

16. DUST CONTROL - THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO

INDIVIDUAL REFERRED TO IN THE SPECIFICATIONS AND/OR DRAWINGS.

DETAILS. FOR THE UTILITY OWNER'S REPRESENTATIVE CONTACT THE DESIGNATED

OVER THE UTILITY ALIGNMENT. REFER TO THE SPECIFICATIONS, SECTION 01100 FOR

CONTRACTOR SHALL CONTACT THE OWNER(S) PRIOR TO WORK THAT IS ADJACENT TO AND

LOCATIONS WERE PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. THE

15. EXISTING UTILITIES ON THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES. THE

RESULT OF THE CLEARING AND GRUBBING OPERATIONS.

CONDITION" ANY ROADS, CROSSINGS, TRAILS, AND PIPELINE CORRIDORS DAMAGED AS A

14. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND REPAIRING TO "PREVIOUS

PIPELINES, OVERHEAD ELECTRICAL LINES, AND THE LIMITS OF WORK.

13. BURNING OPERATIONS ARE RESTRICTED TO A MINIMUM OF 200 FEET FROM GAS

OCCURRENCE OF SILT RUNOFF OUTSIDE OF THE PROJECT RIGHT-OF-WAY.

12. SILT FENCING SHALL BE REQUIRED ALONG THE ACCESS ROAD TO CONTROL THE

OF CONSTRUCTION.

11. A TEMPORARY SILT AND SAFETY FENCE SHALL BE ERECTED ALONG THE LEVEE LIMIT

ROADWAYS.

EVERY PROPOSED EGRESS TO ENSURE THAT NO DEPOSITION OF DEBRIS OCCURS ON THE

10. TRUCK WASHDOWN RACKS SHALL BE POSITIONED ADJACENT TO WEST IRENE ROAD AT

MATERIALS AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONSTRUCTION. THIS INCLUDES, BUT NOT LIMITED TO, GRADING AND ADDING SURFACING

9. ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED BY THE CONTRACTOR DURING

REPRESENTATIVE (COR).

LIMITS, AS NEEDED, WITH THE APPROVAL OF THE CONTRACTING OFFICER'S

8. TEMPORARY ACCESS ROADS MAY BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY

CONTRACTING OFFICER'S REPRESENTATIVE (COR).

BY THE SHAPING AND ADDING OF SURFACING MATERIAL AS DIRECTED BY THE

7. THE NEW AND EXISTING ACCESS ROADS SHALL BE MAINTAINED BY THE CONTRACTOR

PARISH.

6. ACCESS TO THE WORK AREA WILL BE VIA EXISTING ROADS IN EAST BATON ROUGE

5. THE AERIAL PHOTOGRAPHY WAS FLOWN IN 2017, 2023 and 2024.

VERTICAL DATUM 1988 (2006.81), UNLESS OTHERWISE NOTED.

4. ALL THE ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO THE NORTH AMERICAN

ZONE 1702, US SURVEY FEET.

HORIZONTAL DATUM: NORTH AMERICAN DATUM 1983, STATE PLANE, LOUISIANA SOUTH,

3. THE XY COORDINATES USED FOR THESE DRAWINGS REFER TO THE FOLLOWING

BEGINNING WORK

PROJECT SITE, AND SHALL RE-ESTABLISH THE BASELINE AS REQUIRED BEFORE

THE CONTRACTOR SHALL VERIFY THE ESTABLISHMENT OF THE PROJECT BASELINE AT THE

THE BENCHMARK(S) AND BASELINE(S) HAVE BEEN ESTABLISHED BY THE GOVERNMENT.

AVAILABLE FROM USACE NEW ORLEANS DISTRICT, SURVEY SECTION (504) 862 -2995.

2. THE DESCRIPTIONS OF THE HORIZONTAL AND VERTICAL CONTROL POINTS ARE

SPECIFIC NOTES AND SPECIFICATIONS CONTINUE THROUGHOUT THE PLAN.

1. THESE NOTES ARE GENERAL IN NATURE AND APPLY THROUGHOUT THE PROJECT.

CROSS REFERENCE SYMBOL LEGEND

GENERAL LEGEND

ABBREVIATIONS

TABLUATION OF BENCHMARKS GENERAL NOTES

SHEET

COVER SHEETG-001

VICINITY MAP AND LOCATION MAPG-002

G-003

G-004

GENERAL NOTES, BENCHMARKS, LEGENDS AND INDEX OF DRAWINGS

MISCELLANEOUS TABULATIONS

C-101

C-102

C-103

C-501

C-505

C-506

GUIDE LEVEE, CLOSURE STRUCTURE AND ACCESS ROAD - PLAN

GUIDE LEVEE - PLAN AND PROFILE

BROOKS LAKE CLOSURE STRUCTURE - PLAN

PLAN, SECTIONS AND DETAILS

GUIDE LEVEE CULVERT CROSSINGS, CULVERT TRENCH AND TRASH RACK -

SILT, SILT-SAFETY, AND SECURITY FENCES AND SETTLEMENT GAGE - DETAILS

LA DOTD HEADWALL - DETAIL

EARTHEN DAM - SECTIONS

ACCESS ROAD TIE INTO EXISTING EMBANKMENT AND TEMPORARY

C-502

C-503

FLAP GATE - PLAN AND DETAILS

EXISTING AND PROPOSED ACCESS ROAD SURFACING - SECTIONS

C-104 ACCESS ROAD, CONSTRUCTION EASEMENT AND STAGING AREA - PLAN

C-301

AND GUIDE LEVEE CROWN SURFACING - SECTION

GUIDE LEVEE TYPICAL SECTION 1 AND 2

INDEX OF DRAWINGS

C-105

STAMPED 19-036C-2 2019.

6" TREATED POST, SET FLUSH WITH THE GROUND SURFACE AND

NORTH GATE POST, AND 3.0 FEET EAST OF A FENCE LINE AT A

OF A 24" OAK TREE, 6.5 FEET NORTH/NORTHEAST OF THE

CENTERLINE OF OLD BAKER/ZACHARY ROAD, 47.0 FEET NORTH

SET IN CONCRETE. LOCATED 30.5 FEET WEST OF THE

ALUMINUM FLANGE ON A 6" PVC PIPE WITH AN ACCESS COVER

DRIVEN TO REFUSAL (A DEPTH OF 28 FT.) AND SET IN AN

ENGINEERS, NEW ORLEANS DISTRICT STAINLESS STEEL ROD

ON THE LEFT SIDE OF THE ROAD. THE STATION IS A CORPS OF

PROCEED WEST THEN NORTH FOR 1.50 MILES TO THE STATION

FOR 0.80 MILES. TURN ONTO OLD BAKER/ZACHARY ROAD AND

GROOM ROAD IN BAKER, LA., PROCEED NORTH ON HIGHWAY 19

THE STATION FROM THE INTERSECTION OF HIGHWAY 19 AND

OF BAKER, LA., AND 11.29 MILES EAST OF GLYNN, LA. TO REACH

MILES SOUTH/SOUTHWEST OF ZACHARY, LA., 2.23 MILES NORTH

THE STATION IS LOCATED IN EAST BATON ROUGE PARISH, 1.9819-036C-2

(2006.81)

EPOCH: NAVD 88

EL. 75.94

Y = 771295.739 X = 3333582.163

LON = 91 09 56.316

LAT = 30 37 14.768

TRANSPORTATION AND DEVELOPMENT

LOUISIANA DEPARTMENT OFLADOTD

HIGH DENSITY POLYETHYLENEHDPE

DATUM 1988

NORTH AMERICAN VERTICALNAVD88

NORTH AMERICAN DATUM 1983NAD83

C-106

AREA -PLAN

PROXIMITY OF STOCKPILE AREA NO. 3 AND NO. 4 TO THE CONSTRUCTION

PLAN

PROXIMITY OF STOCKPILE AREA NO. 2A TO THE CONSTRUCTION AREA -

C-504

C-507

ROAD AT STATION 4020+00 - PLAN, PROFILE, AND SECTIONS

HIGH DENSITY POLYETHYLENE DRAIN PIPE CROSSING ALONG ACCESS

C-601

SOIL BORING LOGS CRBLC-2U TO CRBLC-8U

BORING LOG LEGENDS

C-603 SOIL BORING LOGS CRBLC-9U TO CRBLC-11U

C-603A HAND AUGER BORING DATA FROM STOCKPILE 2A - QUICK SECTION

C-602

C-508

AT STATION 4015+92 - PLAN, PROFILE, SECTION AND DETAIL

HIGH DENSITY POLYETHYLENE CULVERT CROSSING ALONG ACCESS ROAD

C-107

PLAN

TRAFFIC FLOW FROM EXISTING ACCESS ROAD TO STOCKPILE NO. 2A -

C-604 STAGE HYDROGRAPHS 2013 - 2024 RED RIVER LANDING, LA. STATION 01120

C-605 STAGE HYDROGRAPHS 2013 - 2023 BATON ROUGE, LA. STATION 01160

C-701 TO 718 GUIDE LEVEE - SECTIONS

C-801 TO 818 PROJECT ACCESS ROAD - SECTIONS

PROJECT ACCESS ROAD - PROFILE

C-603B

STOCKPILE 2A

HAND AUGER BORING LOGS CA-01, CA-02, AND CA-05 TO CA-10 FROM

C-819

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers US Army Corps

U .S

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-0 -0

-0 M is c T a b s

ARE TO BE DETERMINED IN THE FIELD.

EXACT LOCATIONS OF UTILITIES (INCLUDING THOSE UNDERGROUND)

LOCATIONS OF FACILITIES ON PLAN SHEETS ARE APPROXIMATE. **

BY OWNER *

BY CONTRACTOR #

771985.8523311395.119

772021.3563310926.770

772542.242

769982.7503303189.062

STATE PLANE COORDINATES

POINT

768900.18840

767175.3813300567.47039A

765335.2383300527.9841A

765256.7403299771.7402A

EXISTING RIGHT-OF-WAY

3307461.318

3301409.827

765007.3903298214.050

763974.1203297179.860

763651.583

763709.7813297414.719

763698.306

763389.8223297977.677

763346.3893298037.818

763223.7843298188.539

3297518.113

10A

11A

12A

13A

14A

762838.7383298615.58215A

3297053.463

3298663.319

3298983.710

3299410.964

3302429.160

762757.838

762569.297

762062.390

762030.270

16A

17A

7A 3302605.360 762587.730

AREA: 440.0 ACRES

762370.5323302153.496

762407.7253301816.543

763085.861

762938.7983299618.130

3300003.023

762635.5343299028.402

EXISTING FACILITIES (**)

POWER POLEP-2

12" GAS LINE

P-3

P-4

P-5

P-6

P-7

P-8

P-9

G-1

G-2

PRIOR TO CONSTRUCTION

TO BE ABANDONED (*)

E-1

PRIOR TO CONSTRUCTION

TO BE ABANDONED (*)

6" GAS LINE

DEMCO

PENNINGTON OIL CO.

ENLINK

ELECTRICAL LINE

POWER POLE

POINT OWNER DESCRIPTION DISPOSITION

DO NOT DISTURB

E-2 DEMCO ELECTRICAL LINE DO NOT DISTURB

E-3 DEMCO ELECTRICAL LINE DO NOT DISTURB

E-4 DEMCO ELECTRICAL LINE DO NOT DISTURB

TRANSMISSION CO., LLC

FLORIDA GAS

G-3

AFTER CONSTRUCTION

TO BE RELOCATED (*)

30" GAS LINE

24" GAS LINE

G-4

G-5

TRANSMISSION CO., LLC

FLORIDA GAS

TRANSMISSION CO., LLC

FLORIDA GAS

GA-1 DO NOT DISTURBGATE

LAND, LLC

HARVEY-HARRINGTON

FL-1

WITH CONSTRUCTION

REPLACED (#) CONCURRENT

TO BE REMOVED AND

FENCELA STATE POLICE

SC-1

SC-2

SC-3

SC-4

DO NOT DISTURB

CULVERT

LA STATE POLICE

768386.4103302667.690

768569.4303304020.390

769577.607

769130.3173309532.018

768942.06732

769591.1323310606.41231

769437.4763312657.19630

3307182.256

3310520.957

3302430.774 763988.843

767156.8103302036.030

THE EXISTING ROW BETWEEN AND

ACCESS ROAD ROW THRU ABUTA M

STATE PLANE COORDINATES

POINT

BASELINE

PROPOSED GUIDE LEVEE

7A 8A

764011.0593302428.006

764013.1343302858.224

763912.948

764017.1273303476.405

764016.526

763970.4813303783.670

763953.1013303778.988

3303167.284

3303612.749

763983.7973303558.159

763901.1323303299.742

763877.7743303084.347

763975.4903302802.885

763942.1363302619.665

763988.8433302430.774

STATE PLANE COORDINATES

POINT

ACCESS ROAD RIGHT-OF-WAY

AREA : 1.49 ACRES

764010.3863302195.090

763309.6383302222.767

762591.321

762563.8483302224.758

763276.393

763988.8433302430.774

764011.0593302428.006

3301983.410

3302458.661

STATE PLANE COORDINATES

POINT

PROPOSED ACCESS ROAD

AREA: 7.9 ACRES

LIMITS OF WORK AND CLEARING/GRUBBING

764017.2153303456.649

764242.5773303471.935

764182.495

763970.4813303783.670

3303807.773

764016.5263303612.749

764017.1273303476.405

STATE PLANE COORDINATES

POINT

PROPOSED STAGING AREA

AREA: 1.61 ACRES

INCLUDING SECURITY FENCE

771876.4133323351.822

771702.1313324410.846

772626.118

772400.5623330460.431

3330435.507

STATE PLANE COORDINATES

POINT

LIMITS OF STOCKPILE NO. 2A

AREA: 40.0 ACRES

B31

B30

B29

B28

770334.3553313075.661

770246.2383313560.832

770152.699

769714.1213313175.435

3313554.204

STATE PLANE COORDINATES

POINT

LIMITS OF STOCKPILE NO. 3

AREA: 3.73 ACRES

OPTIONAL

B16

B15

B14

B13

771365.7273312601.288

770851.6993312855.558

771290.660

770709.3793313575.551

3313607.385

STATE PLANE COORDINATES

POINT

LIMITS OF STOCKPILE NO. 4

AREA: 10.57 ACRES

OPTIONAL

B12

B11

B10

762563.8483302224.758

762605.5453301858.450

762555.475

763246.1803300002.456

3301849.618

763075.9343299556.893

762746.0293298915.357

STATE PLANE COORDINATES

POINT

PROPOSED GUIDE LEVEE

AREA: 25.0 ACRES

LIMITS OF WORK, SPOIL, AND CLEARING/GRUBBING

STATION

0+00.00

3+37.70

26+86.84

22+74.81

33+49.95

762479.2733299052.535

762801.6253299679.383

762925.503

762260.3493301782.400

3300003.595

762209.7153301775.146

762165.0053302180.190

AFTER CONSTRUCTION

TO BE RELOCATED (*)

AFTER CONSTRUCTION

TO BE RELOCATED (*)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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®of Engineers

US Army Corps

U .S

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

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G K

R A

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H -0

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SCALE: 1" = 200'

GUIDE LEVEE, CLOSURE STRUCTURE AND ACCESS ROAD - PLAN

400'0 200'

D A

C C

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C-101

-0

-1 P la n L e v R d .d g n

EAST BATON ROUGE PARISH, LA.

O R

D N

A L

E T

U H

WEST IRENE ROAD

E N

E R

O A

CENTER

SERVICES TRAINING

JOINT EMERGENCY

C O

O P E R

BAYOU

PROPOSED GUIDE LEVEE

BASELINE AND CENTERLINE OF GUIDE LEVEE

PROPOSED LAKE CLOSURE STRUCTURE

LIMITS OF WORK, SPOIL, AND CLEARING/GRUBBING

17A

16A

15A

EXISTING R/W

E X

G R /W

FLOW

FLO

C L E

A R

G /G

R U

B B

S O

F W

O R

K A

N D

WITH SECURITY FENCE

PROPOSED STAGING AREA

PROPOSED ACCESS ROAD

G-1 G-2

E-1

(STATION 4000+00)

BEGIN ACCESS ROAD

C L E

A R

G /G

R U

B B

S O

F W

O R

K A

N D

BEGIN WORK (STATION 0+00.00)

END WORK (STATION 33+49.95)

P-2P-3

P-4

P-5

P-6

P-7

P-1

P-8

P-9

ACCESS ROAD STATION 4031+44.42 = 0+83.76 GUIDE LEVEE

TIE IN WITH PROPOSED GUIDE LEVEE

END PROPOSED ACCESS ROAD

C-508

C-507

STAGING AREA LIMITS.

3. DO NOT REMOVE, DAMAGE OR DISTURB TREES LOCATED WITHIN THE PROPOSED

WILL BE LOCATED ON THE SOUTHERN PERIMETER OF THE PROPOSED STAGING AREA.

2. INGRESS/EGRESS SHALL BE THROUGH A SINGLE-SWING GATE (10' WIDE) WHICH

CONSTRUCTED ALONG THE PERIMETER OF THE PROPOSED STAGING AREA.

1. THE EXISTING FENCE SHALL BE REMOVED AND A SECURITY FENCE SHALL BE

STAGING AREA WITH SECURITY FENCE

PROPOSED SINGLE-SWING GATE

LIMITS OF WORK, SPOIL, AND CLEARING/GRUBBING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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®of Engineers

US Army Corps

U .S

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O R

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P .E

-0

0+005+0010+0015+0020+0025+0030+0035+00

DISTANCE IN FEET (NAD83)

E L

E V

A T

I N

F E

E T

A V

4015+00

0 4000+00

0+0

4025+00

4030+00

SCALE: 1" = 300'

GUIDE LEVEE - PLAN

NORTH

PLAN

600'0 300'

SCALE: 1" = 200' HORIZONTAL 1" = 5' VERTICAL

GUIDE LEVEE - PROFILE

C R -B

L C -9

C R -B

L C -4

C R -B

L C -8

C R -B

L C -3

C R -B

L C -7

C R -B

L C -6

C R -B

L C -5

END WORK STATION 33+49.95

C R -B

L C -1

PROPOSED 54" CMP

BEGIN WORK STATION 0+00.00

EAST BATON ROUGE PARISH, LA.

SERVICES TRAINING CENTER

JOINT EMERGENCY

W E S

O R

D N

A L

E T

U H

LIMITS OF WORK

PROPOSED GUIDE LEVEE

EXISTING R/W

E X

G R /W

E X

G R /W

C R -B

L C -2

C R -B

L C -1

C O

O P E R

BAYOU

PROPOSED CLOSURE STRUCTURE

S L

O P

E T

O E

G G

R O

U N

D COMPACTED FILL

DESIGN GRADE (EL. 43')

V :1

S E

C T

SECTION 1 C

SEE TYPICAL SECTIONS SHEET C-301

32+04.44 TO 33+49.95TRANSITION D

3+08.72 TO 32+04.44TYPICAL SECTION 1

2+58.02 TO 3+08.72TRANSITION C

1+47.76 TO 2+58.02TYPICAL SECTION 2

1+12.94 TO 1+47.76TRANSITION B

0+40.00 TO 1+12.94TYPICAL SECTION 1

0+00.00 TO 0+40.00TRANSITION A

TYPICAL SECTION AND TRANSITION STATIONING

CLOSURE STRUCTURE STA. 1+47.76 TO STA. 2+57.70

GUIDE LEVEE AND RAMP INTERSECTION STA. 0+83.76

54" CMP STA. 2+30.05

SLOPE INTO EXISTING GROUND

C R -B

L U -1

C-102

P L

A N

D P

R O

E G

E L

E V

E E

H -0

-0

-1

L e v

P lP ro .d g n

N E

R O

A D

E-1

WITH SECURITY FENCE

PROPOSED STAGING AREA

BEGIN EXISTING ACCESS ROAD

B AD

PROPOSED ACCESS ROAD

G-1 G-2

LIMITS OF WORK, SPOIL, AND CLEARING AND GRUBBING

C L E

A R

G A

N D G

R U

B B

S O

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K A

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®of Engineers

US Army Corps

U .S

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-0

4 2

6 40

NORTH

PLAN

SCALE: 1" = 20'

BROOKS LAKE CLOSURE STRUCTURE - PLAN

20' 40'0

B R

O O

K S

L A

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C L

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L A

C-103

-0

-1 P la n E l.

d g n

FILL (EL. = 30.0')

(MINIMUM HEIGHT = TOP OF BANK)

TEMPORARY EARTHEN DAM (SEE C-506)

FILL TO TOP OF BANK (EL. = 32.9')

TOE OF EARTHEN DAM (SEE C-506)

(MINIMUM HEIGHT = TOP OF BANK)

TEMPORARY EARTHEN DAM

BASELINE/CENTERLINE OF PROPOSED GUIDE LEVEE

FLAP GATE (SEE C-502)

TOE OF EARTHEN DAM (SEE C-506)

PLACED ON BERM

RIP RAP (R-90)

T O

P O

F B

A N

TOE OF PROPOSED GUIDE LEVEE

BEGIN GUIDE LEVEE (STA. 0+00.0)

(SEE C-505)

TOP OF HEADWALL, EL. = 21.5'

RIP RAP (R-650) PLACED AT PIPE OUTLET (SEE C-501)

W A T E

R 'S E

D G

W A T

E R 'S E

D G

PROPOSED TRASH RACK (SEE C-501)

STRUCTURE PERIMETER

PROPOSED LAKE CLOSURE

PROPOSED GUIDE LEVEE LIMITS OF WORK, SPOIL, AND CLEARING/GRUBBING

RIP RAP (R-650) PLACED AT PIPE INLET (SEE C-501)

CROWN OF PROPOSED GUIDE LEVEE (10' WIDE)

S U

R V

E Y L

T O

P O

F B

A N

T O

P O

F B

A N

P R

O P

O S

E D G

E L

E V

E E L

S O

F W

O R

K S

P O

N D C

L E

A R

G /G

R U

B B

F V

E G

E T

A T

F V

E G

E T

A T

LEVEE TO PROFIT ISLAND CHUTE.

6. DEGRADE THE TEMPORARY EARTHEN DAMS AND CONSTRUCT THE GUIDE

5. CONSTRUCT THE LEVEE EMBANKMENT CLOSURE, INCLUDING THE RIP RAP.

4. INSTALL THE RIP RAP, THE 54" CORRUGATED METAL PIPE, AND THE FLAP GATE.

ELEVATION 16'.

3. GRADE AND BACKFILL THE BOTTOM OF THE CHANNEL WITH FLOWABLE FILL TO

2. DEWATER THE CLOSURE SITE AND DEMUCK TO ELEVATION 12'.

PROPOSED CLOSURE LOCATION.

1. CONSTRUCT THE TEMPORARY EARTHEN DAMS ON EACH SIDE OF THE

ORDER OF WORK

F L

O W

C -5

PROPOSED 54" CMP CULVERT (SEE C-501)

Y = 762379.722

X = 3302070.236

GUIDE LEVEE STATION 0+91.25

ACCESS ROAD STATION 4031+44.42

TIE INTO PROPOSED GUIDE LEVEE

END PROPOSED ACCESS ROAD

4030+00

G-1 G-2

PROPOSED ACCESS ROAD

16'

4015+00

0 4000+00

0+0

4025+00

4030+00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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-2

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S E

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B E

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

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G K

R A

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G K

R A

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S E

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M C

R A

W F

O R

D P

S O

P .E

-0 -0

EAST BATON ROUGE PARISH, LA.

SCALE: 1" = 100'

ACCESS ROAD, CONSTRUCTION EASEMENT AND STAGING AREA - PLAN

C-104

A N

D S

T A

G A

R E

P L

A N

A C

C E

S S

R O

A D

O N

S T

R U

C T

E A

S E

M E

N T

H -0

-0

-1

A c c e s s R d .d g n

PROPOSED CLOSURE STRUCTURE

F L

O W

BAYOU

COOPER

CENTER

SERVICES TRAINING

JOINT EMERGENCY

IRENE

ROAD

W E S

STATION 4000+00

ROAD TO PROJECT SITE

BEGIN EXISTING ACCESS

E X

G R /W

G-1 G-2

R 200'

CENTERLINE OF PROPOSED GUIDE LEVEE

NORTH

PLAN

100' 200'0

PROPOSED GUIDE LEVEE

SC-4

SC-3

SC-2

F-1

GA-1

SC-1

P-4

PROPOSED STAGING AREA WITH SECURITY FENCE

B D E

12 M

E-1

P-2

P-3

P-5

P-6

P-7

P-8

P-9

AR-2

AR-3

AR-4

AR-5

AR-6

AR-7

AR-8

AR-9

AR-10

AR-11

AR-12

AR-13

AR-14

AR-15AR-16

AR-17

AR-18

ACCESS ROAD STATIONS

TO PROJECT SITE

END PROPOSED ACCESS ROAD

Y = 762379.722

X = 3302070.236

PC STATION 0+91.25 GUIDE LEVEE

18. AR-18 PC STATION 4031+44.42 =

Y = 762591.309

X = 3302093.592

17. AR-17 PT STATION 4029+31.55

Y = 762615.138

X = 3302096.222

16. AR-16 PI STATION 4029+07.69

Y = 762637.671

X = 3302104.410

15. AR-15 PC STATION 4028+83.83

Y = 763021.187

X = 3302243.771

14. AR-14 PT STATION 4024+75.78

Y = 763036.403

X = 3302249.301

13. AR-13 PI STATION 4024+59.62

Y = 763050.532

X = 3302257.206

12. AR-12 PC STATION 4024+43.47

Y = 763210.128

X = 3302346.496

11. AR-11 PT STATION 4022+60.59

Y = 763282.157

X = 3302386.795

10. AR-10 PI STATION 4021+81.73

Y = 763361.642

X = 3302364.567

9. AR-9 PC STATION 4021+02.86

Y = 763601.296

X = 3302297.550

8. AR-8 PT STATION 4018+54.01

Y = 763661.432

X = 3302277.769

7. AR-7 PI STATION 4017+91.30

Y = 763784.448

X = 3302324.748

6. AR-6 PT STATION 4016+64.74

Y = 763813.209

X = 3302336.927

5. AR-5 PI STATION 4016+34.31

Y = 763843.838

X = 3302336.927

4. AR-4 PC STATION 4016+03.88

Y = 763904.238

X = 3302339.959

3. AR-3 PT STATION 4015+43.33

Y = 764030.244

X = 3302346.274

2. AR-2 PI STATION 4014+53.30

TO PROJECT SITE

BEGIN PROPOSED ACCESS ROAD

Y = 763995.409

X = 3302467.460

1. AR-1 PC STATION 4013+63.27

AR-1

S O

F W

O R

K A

N D C

L E

A R

G /G

R U

B B

S O

F W

O R

K A

N D C

L E

A R

G /G

R U

B B

C-508

C-507

AREA LIMITS.

LOCATED WITHIN THE PROPOSED STAGING

3. DO NOT REMOVE, DAMAGE OR DISTURB TREES

PROPOSED STAGING AREA.

LOCATED ON THE SOUTHERN PERIMETER OF THE

SINGLE-SWING GATE (10' WIDE) WHICH WILL BE

2. INGRESS AND EGRESS SHALL BE THROUGH A

STAGING AREA.

ALONG THE PERIMETER OF THE PROPOSED

A SECURITY FENCE SHALL BE CONSTRUCTED

1. THE EXISTING FENCE SHALL BE REMOVED AND

STAGING AREA NOTES

LIMITS OF WORK, SPOIL, AND CLEARING/GRUBBING

GUIDE LEVEE STATION 0+83.76

ACCESS ROAD STATION 4031+44.42

TIE IN WITH PROPOSED GUIDE LEVEE

END PROPOSED ACCESS ROAD

4015+00

0 4000+00

0+0

4025+00

4030+00

C-105

T O

T H

E C

O N

S T

R U

C T

A R

E A

L A

P R

O X

Y O

F S

T O

C K

E A

R E

A N

O .3

A N

D N

H -0

-0

-C -1

P ro x N o

.D G

M A

T C

H L

E E

S H

E E

T C

-1

39A

1A 2A

9A 10A

11A

12A

13A

14A

15A

16A

17A

HIJ

EAST BATON ROUGE PARISH, LA.

G-2G-1

G-5

G-4

G-5

G-4

C-1

G-3

C O

O P E R

BAYOU

FLO

WEST IRENE ROAD

W E S T

N E

R O

A D

STOCKPILES NOS. 2A, 3 AND 4

EXISTING ACCESS ROAD TO

EXISTING PUBLIC ACCESS ROAD

GATED ENTRANCE

EXISTING R/W

ROAD ENTRANCE

EXISTING ACCESS

AREA NO. 4

STOCKPILE

EXISTING ACCESS ROAD

U S H

H W

A Y

A M

U E

L S R

O A

PROFIT

N D

C H

U T E

F L O

EXISTING R/W

EXI

STI

R /W

EXISTING R/W

EXIS

TIN

G R /W

CLEARING AND GRUBBING

LIMITS OF WORK, SPOIL, AND

PROPOSED GUIDE LEVEE

CENTER

SERVICES TRAINING

JOINT EMERGENCY

PROPOSED ACCESS ROAD

WEST IRENE ROAD

SCALE: 1" = 600'

PROXIMITY OF STOCKPILE AREA NO. 3 AND NO. 4 TO THE CONSTRUCTION AREA - PLAN

NORTH

PLAN

0 600' 1200'

EAST BATON ROUGE PARISH, LA.

B A Y

O U

JONAS LAKE

K A

N S

A S C

Y S

O U

T H

E R

N R

R O

A D

EXISTING R/W

B11

B12

B10

B13 B14

B16

PROPOSED LIMITS OF WORK AND CLEARING AND GRUBBING

E-2

E-4

E-3

E-1

SC-4

SC-3

SC-2

SC-1

GA-1

FL-1

P-7

P-6

P-5

P-4

P-3

P-2P-8

P-9

WITH SECURITY FENCE

PROPOSED STAGING AREA

NO. 3

AREA

STOCKPILE B15

ENTRANCE TO EXISTING ACCESS ROAD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

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US Army Corps

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EAST BATON ROUGE PARISH, LA.

HECK YOUNG ROAD

C H

A M

B E

R L

V E

N U

CARNEY ROAD

ZIMMERMAN ROAD

MARSHALL JONES SR. AVENUE

SCALE: 1" = 600'

PROXIMITY OF STOCKPILE AREA NO. 2A TO THE CONSTRUCTION AREA - PLAN

NORTH

PLAN

0 600' 1200' C-106

T O

T H

E C

O N

S T

R U

C T

A R

E A

L A

P R

O X

Y O

F S

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C K

E A

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A N

H -0

-0

-1 P ro x N o A

.D G

B30

B31

B28

B29

STOCKPILE AREA NO. 2A

EXIS

TIN

G R /W

EXISTING R/W

LIMITS OF EXCAVATION

STOCKPILE AREA NO. 2A

EXISTING R/W

C A -0

C A -1

10. CA-10 3330177.908 772568.335

9. CA-09 3329788.220 772539.070

8. CA-08 3329094.209 772387.191

7. CA-07 3328296.583 772327.210

6. CA-06 3327555.616 772234.949

5. CA-05 3326781.280 772160.482

4. CA-04 REMOVED - NOT IN THE FULL STOCKPILE SECTION

3. CA-03 REMOVED - NOT IN THE FULL STOCKPILE SECTION

2. CA-02 3324718.734 771912.766

CA-01 3324309.223 771878.8081.

BORING EASTING (X) NORTHING (Y)

HAND AUGER BORING LOGS

HAND AUGER SOIL BORING

LEGEND

File details come from the government source that posted it. Updated Aug 18, 2025.