W912P823B0022 Amendment 0002.pdf
PDF 4 MB Posted
- Solicitation number
- W912P823B0022
About this file
This solicitation is for a construction project to repair dune and beach areas in Grand Isle and vicinity, Louisiana that were damaged by Hurricane Ida. The work consists of constructing a clay core in the dune area, including excavation and fill work, and placement of geotextile and clay materials. It also includes placing sand cover over the entire dune alignment and other tasks such as dune planting, installing sand fencing, building elevated crossings, and constructing a timber crossing. The total value of the work is estimated between $25 million and $100 million. The solicitation was issued by the US Army Corps of Engineers New Orleans District as an invitation for bid resulting in a single award of a firm fixed price contract. The NAICS code is 237990. Questions are due by June 6, 2023 and the solicitation documents are available through SAM.gov. The contract specialists are Calvin Fogle and Margaret Maine and can be contacted for any questions.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The above numbered Solicitation for Grand Isle and Vicinity, LA, Hurricane Ida Repairs, Dune and Beach Construction, Jefferson Parish, Louisiana has been amended to:
a) Provide amended plans and specifications.
b) Provide amended Bid schedule.
c) Replace Clause 52.236-16 w ith 52.236-16 ALT 1
1. CONTRACT ID CODE PAGE OF PAGES
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 16-Jun-2023
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P823B0022
X 9B. DATED (SEE ITEM 11)
23-May-2023
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
16-Jun-2023
CODE
CONTRACTING DIV-PROJ EAST BR
CORPS OF ENGINEERS 7400 LEAKE AVENUE
NEW ORLEANS LA 70118-3651
W912P8 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P823B0022
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00010 - SOLICITATION CONTRACT FORM
CLIN 0008
The pricing detail quantity has increased by 100,000.00 from 600,000.00 to 700,000.00.
SECTION 00700 - CONTRACT CLAUSES
The following have been added by reference:
52.236-16 Alt I Quantity Surveys (Apr 1984) - Alternate I APR 1984
The following have been deleted:
52.236-16 Quantity Surveys APR 1984
(End of Summary of Changes)
SECTION 00010
Pages 00010-3, 4, and 5. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, and 5 therefore.
DRAWINGS
SHEET IDENTIFICATION Nos. C-22, C-25 through C-36. Delete these drawing in their entirety and replace with the attached revised drawings SHEET IDENTIFICATION Nos.
C-22, C-25 through C-36, therefore.
00010-3 ED 22-054
SECTION 00010 – BIDDING SCHEDULE
Grand Isle and Vicinity, Hurricane Ida Repairs, Dune and Beach Construction, Jefferson Parish, Louisiana
Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount
0001 Mobilization and Demobilization 1 JOB
0002 Bird Monitoring and Abatement 400 DAY
0003 Timber Crossing 1 JOB
0004 Separator Geotextile 178,500 SY
0005 Clearing and Grubbing 1 JOB
0006 Excavation 1 JOB
0007 Clay Placement
0007AA First 102,000 Cubic Yards 102,000 CY
0007AB All over 102,000 Cubic Yards 20,400 CY
*0008 Dune and Beach Sand Fill 700,000 CY
0009 Round Timber Piles 1,500 LF
0010 Square Timber Piles 960 LF
0011 Dune Planting 63 AC
0012 Sand Fencing 40,300 LF
0013 Emergency Vehicle Crossings 4 EA
TOTAL $
*Denotes Bid Item Change.
**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.
Award will be made as a whole to one bidder.
NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated
00010-4 ED 22-054
amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED
TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE
DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR
AWARD.
NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).
NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.
NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;
http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx
00010-5 ED 22-054
EVALUATION OF SUBLINE ITEM (AFARS 5152.211-9000 - DEC 2019).
Item No. 0007 is subdivided into two (2) or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.
VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS
(AFARS 5152.211-9001 - DEC 2019).
This variation in estimated quantities clause is applicable only to item No.
0007.
a. Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.
b. Where the actual quantity of work performed for item No. 0007 is less than 85% of the quantity of the first subline item listed under such item, the Contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation (FAR) 52.211-18, VARIATION IN ESTIMATED QUANTITY.
c. If the actual quantity of work performed under item No. 0007 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. 0007 exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, VARIATION IN ESTIMATED
QUANTITY.
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-25
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
15+00
20+00
25+00
10+00
5+00
0+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520 530 540 550
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520 530 540 550
C-26
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
30+00
35+00
40+00
45+00
50+00
55+00
:1
C -2
LANDSIDE
GULF SIDE
GULF SIDE
LANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520 530 540 550
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520 530 540 550
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520 530 540 550
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470 480 490 500 510 520
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
410 420 430 440 450 460 470
C-27
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
85+00
80+00
75+00
70+00
65+00
60+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
LEGEND
CONDITIONS MAY VARY.
DUE TO GULF INFLUENCES, EXISTING
SURVEYS SHOWN ARE FROM DEC 2021.
NOTE:
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-28
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
115+00
110+00
105+00
100+00
95+00
90+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-29
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
145+00
140+00
135+00
130+00
125+00
120+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y ,-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-30
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
150+00
155+00
160+00
165+00
170+00
175+00
:1
C -3
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y ,-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-31
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
185+00
205+00
200+00
195+00
190+00
180+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
C-32
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
225+00
230+00
220+00
215+00
210+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
235+00
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-33
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
245+00
250+00
255+00
260+00
240+00
265+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y ,-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-34
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
290+00
285+00
280+00
275+00
270+00
295+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y ,-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-35
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
320+00
315+00
310+00
305+00
300+00
325+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y ,-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-36
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
350+00
345+00
340+00
335+00
330+00
355+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
M
A Y
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
A M
E N
D M
E N
T
S L
O P
E C
H A
N G
E
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-37
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
362+00
360+00
LANDSIDE
LANDSIDE GULF SIDE
GULF SIDE
| W912P823B00220002 |
| W912P823B0022 Amendment 0002 for KO review |
| AM_0001 GIV, Hurr Ida Repairs, Dune and Beach Construction_ED 22-054 |
| Amended 00 010.pdf |
| SECTION 00010 – BIDDING SCHEDULE |
File details come from the government source that posted it. Updated .