Solicitation Amendment 0004_W912P824B0023.pdf

ED 22-022

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 subject solicitation for Barataria Bay Waterw ay, Maintenance Dredging, Bar Channel, Jefferson Parish, LA is hereby amended as follow s:

1. Revise the solicitation as shown on the attached continuation pages.

2. Extend the bid submission receipt cutoff , as w ell as the bid opening date and time. The bid submission receipt deadline is now Thursday, August 1, 2024 at 9:00 AM local time. All bids received after the cutoff time w ill be considered late. The Bid Opening w ill be Thursday, August 1, 2024, at 11:00 am local time. Call-in information has not changed.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 15

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 29-Jul-2024

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 W912P824B0023

X 9B. DATED (SEE ITEM 11)

14-May-2024

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 X is extended, 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

29-Jul-2024

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

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:

SECTION 00010

Pages 3, 4, and 5. Delete these pages in their entirety and substitute the attached revised pages 3, 4, and 5 therefore:

SECTION 01100

Page 1, paragraph 2. Delete this paragraph in its entirety and substitute the attached revised paragraph 2 therefore:

SECTION 35 20 23.00

Page 3, paragraph 1.2.1. Delete this paragraph in its entirety and substitute the following paragraph therefore:

“1.2.1 Quantity Surveys

A survey of the sites for dredging shall be made in accordance with the provisions of Section 02 21

10.00 12 SURVEYS and all measurements to determine dredging quantities will be based on the "Before and After Dredging Cross Sections" described therein. The soundings and contours shown on the contract drawings are representative of conditions that existed September 2024 and do not necessarily represent existing conditions. Survey data reflecting most recent conditions will be obtained prior to contract award and provided by amendment prior to bid opening. The elevations shown thereon shall be verified or corrected by the "Before and After Dredging Cross Sections" surveys. Determinations of quantities to be paid for in the area specified, after having once been made, will not be reopened.”

DRAWINGS

SHEET IDENTIFICATION Nos. C-01, C-02, C-04, and C-05. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. C-01, C-02, C-04, and C-05, therefore:

00010-3 ED 22-022

SECTION 00010 – BIDDING SCHEDULE

Barataria Bay Waterway, Maintenance Dredging, Bar Channel, Jefferson Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

*0002 Dredging

0002AA First 320,000 CY 320,000 CY

0002AB All Over 320,000 CY 150,000 CY

TOTAL BASE WORK: $

OPTIONAL WORK - OW

0003 Bird Nesting Prevention and Avoidance Measures - OW 50 DAY

TOTAL OPTIONAL WORK: $

TOTAL BASE WORK + OPTIONAL WORK: $

*Denotes a change from the previous Bidding Schedule.

Award will be made as a whole to one bidder.

NOTE 1: The unit “JOB” as used in this Bidding Schedule is synonymous with the term “Lump Sum” used elsewhere within these plans and specifications.

NOTE 2: 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 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 3: 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 subline items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 4: 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 after Notice of Award. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within 24 hours after

00010-4 ED 22-022

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 5: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the government to exercise the option(s).

NOTE 6: OPTIONAL WORK ITEM: The Government may require the delivery of, in whole or part, the Optional Work Item. The Government may exercise the Optional Item by written notice to the Contractor. If the Government activates the Optional Item, the activation will occur at any point between Notice to Proceed and contract completion.

No additional mobilization/ demobilization will be paid to the Contractor for the Optional work.

*NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTION

WORK. In the event that OPTIONAL WORK item is exercised under the terms of the contract, the time required for completion of the contract will not be adjusted but shall be performed concurrent with the original contract duration of 70 days established for the BASE WORK items specified in the Contract Clause entitled COMMENCEMENT, PROCECUTION, AND COMPLETION OF WORK (FAR 52-211-10 – APR 1984).

NOTE 8: RAPID VENDOR PAYMENT. Web based instructions for the submission of invoices may be found at the following website:

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment

00010-5 ED 22-022

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item No. 0002 is subdivided into two estimated quantities and is to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019) - AFARS 5152.211-9001).

This variation in estimated quantities clause is applicable only to item No. 0002.

(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. 0002 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. 0002 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. NONE 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.

(End of Clause)

2. SAFETY PROVISIONS

The safety provisions as specified herein refer to the USACE Safety and Occupational Health Requirements EM 385-1-1 dated 15 March 2024. The most current edition can be found at:

https://www.publications.usace.army.mil/Portals/76/EM%20385-1- 1%20_EFFECTIVE%2015March2024.pdf

(a) Accident Investigation and Reporting. The reporting and associated investigation of accidents and near misses is considered a leading indicator.

Utilize ENG Form 3394, U.S. Army Corps of Engineers Mishap Notification and Investigation, to report accidents and near misses. Link to ENG Form 3394:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerFor ms/Eng_Form_3394_2021Aug.pdf.

The Contractors must investigate, analyze, and report all accidents and near misses occurring incidentally to an operation, project, or facility according to EM 385-1-1, Table 2-1 Accident Reporting Required Timeline.

(b) Accident Prevention Plan (APP). (See the Contract Clause in Section 00700, entitled ACCIDENT PREVENTION (FAR 52.236-13).) Within 15 days after receipt of Notice of Award of the contract, and at least 7 days prior to the prework conference, an electronic copy and one hard copy of the Accident Prevention Plan (APP) Worksheet (ENG FORM 6293) shall be submitted to the Contracting Officer for review and acceptance. Link to ENG form 6293 (APP):

https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=LmW_eJDoLpI %3d& tabid=16438&portalid=76&mid=43543

The plan shall be prepared in the following format:(1) Activity Hazard Analysis (AHA) Requirements. The Contractor shall complete the Activity Hazard Analysis (AHA) Requirements on ENG form 6206 in accordance with EM 385-1- 1, Chapter 2-6. Specific AHA requirements are identified in paragraph 6 of each chapter of EM 385-1-1. Link to fillable ENG form 6206 (AHA form):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24 .pdf

(1) The Contractor shall submit ENG Form 6282 (Site Safety and Health Officer Designation Letter). A Designation Letter is required for all levels of onsite SSHOs. The Contractor shall maintain a copy of the accepted form at the site of work. Link to ENG form 6282:

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023 Aug28.pdf?ver=_1GgPT1ZS1AFX9P8AKU5og%3d%3d.

https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE%2015March2024.pdf https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE%2015March2024.pdf https://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_Form_3394_2021Aug.pdf https://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_Form_3394_2021Aug.pdf https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=LmW_eJDoLpI%3d&%20tabid=16438&portalid=76&mid=43543 https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=LmW_eJDoLpI%3d&%20tabid=16438&portalid=76&mid=43543 https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24.pdf https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24.pdf https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pdf?ver=_1GgPT1ZS1AFX9P8AKU5og%3d%3d https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pdf?ver=_1GgPT1ZS1AFX9P8AKU5og%3d%3d

(2) Site Safety and Health Officer (SSHO). The Contractor must employ a minimum of one (1) Level 1 Full-time Site Safety and Health Officer to function as the primary Level 1 SSHO responsible for ensuring all site personnel are implementing Safety and Occupational Health requirements according to the contract, EM 385-1-1, applicable federal, state, and local requirements. A designated Level 1 SSHO must be at the site of work whenever work is performed. The SSHO shall meet the training and experience requirements of EM 385-1-1, Chapter 2-3.b. Level 1 SSHOs are not permitted to supervise non-safety personnel at the site of work.

(3) A copy of company policy statement regarding accident prevention.

(4) When marine plant and equipment are in use under a contract, the method of fuel oil transfer shall be included on MVN Form 385-10 (Latest Edition), Fuel Oil Transfer (attached at the end of this section), (Refer to

33 CFR 156).

(c) Commencement of Work. The Contractor shall not commence physical work at the site until the Contracting Officer, or his/her authorized representative has accepted the plan. The Contractor may submit its Accident Prevention Plan only for the first phase of construction provided that it is accompanied by an outline of the remaining phases of construction. All remaining phases shall be submitted and accepted prior to the beginning of work in each phase. Also refer to EM 385- 1-1, Chapter 2.

(d) Hazard Communication (HazCom) Program. The Contractor shall develop, implement, and maintain at the workplace a written, Hazard Communication Program (see EM 385-1-1, Chapter 6-7) that includes identification of potential hazards as prescribed in 29 CFR Part 1910.1200 and/or 1926.59, effects of exposure and control measures to be used for chemical products and physical agents that may be encountered during the performance of work on this contract, provisions for container labeling, Safety Data Sheets, and employee training program, and other criteria in accordance with 29 CFR Part 1910.1200 and/or

1926.59. Training shall include communication methods and systems to be used (i.e., voice, hand signals, radios or other means), and training in the use and understanding of safety data sheets and chemical product hazard warning labels.

Prior to bringing hazardous substances, as defined in 29 CFR 1910.1200 and/or 1926.59, onto the job site, a copy of the Hazard Communication Program and the Safety Data Sheets of each substance shall be submitted to the Contracting Officer and made available to the Contractor's employees as part of its Accident Prevention Plan. A site map shall be attached to the inventory showing where the inventoried hazardous substances are stored. The inventory list and site map shall be updated monthly to assure accuracy.

(e) Daily Inspections. The Contractor shall perform daily safety inspections and record them on the forms approved by the Contracting Officer. Reports of daily inspections shall be maintained at the jobsite in accordance with Section 01 45

04.00 10, "CONTRACTOR QUALITY CONTROL". The reports shall be records of the daily inspections and resulting actions. Each report shall include, as a minimum, the following:

(1) Phase(s) of construction underway during the inspection.

(2) Locations of areas where inspections were made.

(3) Results of inspections, including nature of deficiencies observed and corrective actions taken, or to be taken, date, and signature of the person responsible for its contents.

(f) Safety Sign. The Contractor shall furnish, erect, and maintain a safety sign at the site where indicated by the Contracting Officer. The sign shall conform to the requirements of this paragraph and the drawing included at the end of this section. The lettering shall be black, the safety circle and cross green, and the background white. When placed on a floating plant, the sign may be half size.

The sign shall be erected as soon as practicable, but not later than 15 calendar days after the date established for commencement of work. The data required shall be current. The sign coordinator is Timothy Lacoste at 504-862-2663.

(g) Ground Fault Protection. Electrical equipment used on this contract shall be equipped with ground fault circuit interrupters in accordance with EM 385-1-1, Chapter 11-8.

(h) Means of Escape for Personnel Quartered, or Working on Floating Plant.

Two (2) means of escape shall be provided for assembly, sleeping, and messing areas on floating plants. For areas involving 10 or more persons, both means of egress shall be through standard size doors opening to different exit routes.

Where nine (9) or fewer persons are involved, one (1) of the means of escape may be a window (minimum dimensions 24 inches by 36 inches) which leads to a different exit route. Refer to Section 19 of EM 385-1-1.

(i) Emergency Alarms and Signals.

(1) Alarms. Emergency alarms shall be installed and maintained on all floating plant requiring a crew where it is possible for either a passenger or crewman to be out of sight or hearing from any other person. The alarm system shall be operated from the primary electrical system with standby batteries on trickle charge that will automatically furnish the required energy during an electrical-system failure. A sufficient number of signaling devices shall be placed on each deck so that the sound can be heard distinctly at any point above the usual background noise. All signaling devices shall be so interconnected that actuation can occur from at least one (1) strategic point on each deck.

(2) Signals.

(a) Fire Alarm Signals. The general fire alarm signal shall be in accordance with paragraph 46 CFR Ch. I; Subpart E.109.503 of the Coast Guard Rules and Regulations for Cargo and Miscellaneous Vessels, Sub-Chapter I & Ia.

(b) Abandon Ship Signals. The signal for abandon ship shall be in accordance with paragraph 109.503(b) of the reference cited in (a) above.

(c) Man-Overboard Signal. Hail and pass the word to the bridge.

All personnel and vessels capable of rendering assistance shall respond.

(j) Hurricane Plan. A detailed plan for protection and evacuation of personnel and the construction site, in the event of an impending hurricane or storm, is required as an enclosure to the Contractor's Accident Prevention Plan. This plan shall be submitted to the Contracting Officer, or his/her representative, for review and approval prior to the preconstruction conference. In addition, an extra copy of the Hurricane Plan shall also be sent to the Operations Manager, Mr.

Raymond Newman (Raymond.C.Newman@usace.army.mil), who in turn will send the plan to USCG for their review. Work being performed to satisfy the Hurricane Plan will not be measured for payment. Payment for all work associated with the Hurricane Plan, and providing the equipment required for the duration specified, shall be distributed amongst the existing bid items. The Hurricane Plan shall include at least the following:

(1) The time each phase of the plan will be put in effect. The time shall be the number of hours remaining for the storm to reach the worksite if it continues at the predicted speed and direction.

(2) The safe harbor for personnel and plant specifically identified.

(3) The name of the boat(s) which will be used to move the plant, its type, capacity, speed, and availability. If the boat to be used has not yet been identified, the Contractor shall indicate (a) if the vessel will come from his own resources or from an outside source, (b) the type of boat proposed, and (c) horsepower that would be needed. Upon verifying the boat to be used, the Contractor will amend the Hurricane Plan to document the boat name and the applicable information initially requested (type, capacity, speed, and availability). Finalization of this plan shall be completed prior to mobilization of the dredge to the availability.

(4) The estimated time necessary to move the plant to the safe harbor after movement is started.

(5) The estimated time necessary to secure and evacuate the site.

(k) Hazardous Energy Protection. The Contractor shall develop, implement and maintain at the workplace, a written Control of Hazardous Energy (Lockout/Tagout) System. EM 385-1-1, Chapter 12-7.

(l) Radiation. If a production meter that uses nuclear materials is being used aboard the dredge, the Contractor shall perform following requirements. The production meter nuclear device system designer and installer shall be qualified in these fields of expertise by the Nuclear Regulatory Commission (NRC). The Contractor shall obtain licensing and training as required by the NRC for these personnel aboard the dredge for the use of those components of the production meter containing or are affected by the nuclear source. The Contractor shall implement a nuclear device awareness program as required by the NRC for all personnel aboard the dredge not directly involved in the activities of the nuclear device. The Contractor shall submit a nuclear device safety plan to the Government within 24 hours after receipt of Notice to Proceed by the Contractor.

While a nuclear device is present aboard the dredge, the Contractor shall strictly adhere to all applicable NRC rules and regulations.

(m) Crane/Derrick and Dragline Certification. The Contractor shall submit a copy of the certification and performance test in accordance with Section 16 of

EM-385-1-1.

(n) Safety Management Program. If the Contractor is a currently accepted participant in the Dredging Contractors of America (DCA)/United States Army Corps of Engineers (USACE) Dredging Safety Management Program (DSMP), as determined by the DCA/USACE Joint Committee, and holds a current valid Certificate of Compliance for both the Contractor Program and the Dredge(s) to be used to perform the work required under this contract, the Contractor may, in lieu of the submission of an Accident Prevention Plan (APP):

(1) Make available for review, upon request, the Contractor’s current Safety Management System (SMS) documentation,

(2) Submit to the Contracting Officer the current valid Company Certificate of Compliance for its SMS,

(3) Submit the current dredge(s) Certificate of Compliance based on third party audit, and

(4) Submit for review and acceptance, site-specific addenda to the SMS as specified in the solicitation.

(o) SSHO Staffing

a. Dredging contracts may include several project sites; this contract will require a minimum of one (1) full time SSHO assigned per project site.

SSHO may be collateral duty in specific conditions listed below.

b. Example of one (1) dredging project site is reflected in each of the following:

1) A mechanical dredge, tug(s) and scow(s), scow route, and material placement site; or

2) A hydraulic pipeline dredge, attendant plant, and material placement site; or,

3) A hopper dredge (include land-base material placement site – if applicable.)

c. On individual dredging project sites with work force less than eight (8) employees, the SSHO may be a collateral duty, with the same responsibilities of a full time SSHO.

d. Hopper dredges with USCG – Documented crews may designate an officer as collateral – duty SSHO instead of having a full-time SSHO if the officer meets the SSHO training and experience requirements.

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P

B

W

P

C X

X X

X

S .A

.C

F E

B R

U A

R Y

B A

R C

H A

N N

E L

R E

V

IS

E D

L

IM

IT

O

F D

R E

D G

IN

G

J

U N

S .A

.C

C/L STA. (-)224+69

M

CM

ORAN OIL & GAS, LP 4" FLOW

LINE

C /L S

T A . (-)2

E N E R

G Y X

X I 1

" O

IL

P

IP

E L

IN

E

N

G U

L F

O F

M E

X I C

O

3,735,000

3,737,500

3,740,000

3,742,500

3,740,000

3,742,500

3,727,500

3,730,000

3,732,500

3,735,000

3,737,500

3,727,500

3,730,000

3,732,500

,5

,0

,5

,0

,5

,0

,0

,5

,0

,5

,0

,5

89°54'30"

89°54' 0"

89°53'30"

89°53' 0"

89°54' 0"

89°53' 0"

89°56' 0"

89°55'30"

89°55' 0"

89°54'30"

89°56' 0"

89°55'30"

89°55' 0"

°1 '3

°1 ' 0

°1 '3

°1 '3

°1 ' 0

°1 '3

°1 ' 0

°1 ' 0

°1 '3

Y= 271,376

X= 3,735,452

STA. (-) 190+00 C/L

OF DREDGING

APPROXIM ATE LIMIT

P L

A N

V

IE

W

1" = 500'

C -0

89°53'30"

Y= 269318

X= 3737635

STA. (-) 220+00 C/L

OF W ORK

APPROXIM ATE LIMIT

PLAN VIEW

C/L STA. (-)125+56.00

M ATCH LINE SHEET C-01

T

IC

K S

C

O N

F O

R M

A L

C O

N

IC

P R

O J E

C T

IO

N

G R

ID

IS

S H

O W

N B

Y D

A S

H E

D A

M E

R

IC

A N

D A

T U

M

IS

S H

O W

N B

Y S

O L

ID

T

IC

K

S A

N D

L A

M B

E R

T

IN

S

ID

E P

L A

N A

R E

A , P

O L

Y C

O N

IC

P

R O

J E

C T

IO

N

-1 N

O R

T H

N O

T E

S

C/L STA. (-)125+56.00 TO C/L STA. (-)220+00.00

ED-22-022_AMENDED_C-02.DGN

01/03/2024

ANSI D

SCOTT CLEMENT

N E

W O

R L

E A

N S

D

IS

T R

IC

T

SOLICITATION NO.:

FILE NAME:

DWN BY: CKD BY:

DESIGNED BY:

DESCRIPTION

D

C

A B

MARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

DATE MARK DESCRIPTION

CONTRACT NO.:

ID

E

N T

IF

IC

A T

IO

N

S H

E E

T

DATE APPR.

o f E n g in e e r s

U S

A rm y C o rp s

U.S. ARMY CORPS OF ENGINEERS

NEW ORLEANS DISTRICT

NEW ORLEANS, LOUISIANA

ED-22-022

JASON A. BINET, P.E.

BARATARIA BAY WATERWAY

JEFFERSON PARISH, LOUISIANA

MAINTENANCE DREDGING

H-16-48555

P.E.

S.J. TURNER, W912P824B0023

W912P824CXXXX

S.A.C.

FEBRUARY 2024

BAR CHANNEL

P.I. (-) 240+00.00 C/L Y= 267946.67

X= 3739090.47

250'

125' C

H A N

N E L C /L

B O T T O

M E

D G E O

F C

U T

B O T T O

M E

D G E O

F C

U T

S E

A

-3

-2

-4

REVISED LIMIT OF DREDGING S.A.C.25 JUN 20241

S.A.C.

S.A.C.

S.A.C.

C -0

G E

N E

R A

L N

O T

E S

. S

T A

T

IO

N

IN

G S

H O

W N

O N

P R

O F

IL

E

S

IN

C H

A N

N E

L C

E N

T E

R L

IN

E

. E

L E

V A

T

IO

N S

S H

O W

N

IN

P R

O F

IL

E

IN

F

E E

T , M

L G

-8

-9

-1

-1

-1

-1

-1

-1

-1

-1

-1

-1

-2

ELEVATIONS IN FEET - MLG

ELEVATIONS IN FEET - MLG

STA. (-) 190+00 C/L

OF DREDGING

APPROXIM ATE LIMIT

STA. (-) 85+00 C/L

OF DREDGING

APPROXIM ATE LIMIT

C H

A N

N E

L C

E N

T E

R L

IN

E

APPROXMIATE LIMIT OF DREDGE STA. (-)190+00

250'

125'

C H

A N

N E

L C

/L

C H

A N

N E

L C

/L

B O

T T

O M

E D

G E

O F

C U

T

B O

T T

O M

E D

G E

O F

C U

T

125'

250'

-3

-2

-1

1" = 600'

G.

L.

M

0.

1-

D

A R

G N

GI

S

E D

APPROXMIATE LIMIT OF DREDGE STA. (-)85+00

CHANNEL PLAN AND PROFILE

-2

-7

ED-22-022_AMENDED_C-04.dgn

89°54' 0"

3,738,000

3,738,000

89°54' 0"

3,729,000

89°55'30"

,0

°1 '3

3,732,000

89°55' 0"

,0

°1 ' 0

3,735,000 89°54'30"

,0

°1 '3

,0

89°54'30"

3,735,000

,0

89°55' 0"

3,732,000

°1 '3

,0

89°55'30"

3,729,000

°1 ' 0

89°56' 0"

,0

3,726,000

89°56' 0"

3,726,000

,0

°1 '3

89°56'30"

N

01/03/2024

ANSI D

SCOTT CLEMENT

N E

W O

R L

E A

N S

D

IS

T R

IC

T

SOLICITATION NO.:

FILE NAME:

DWN BY: CKD BY:

DESIGNED BY:

DESCRIPTION

D

C

A B

MARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE: PLOT DATE:

DATE MARK DESCRIPTION

CONTRACT NO.:

ID

E

N T

IF

IC

A T

IO

N

S H

E E

T

DATE APPR.

o f E n g in e e r s

U S

A rm y C o rp s

U.S. ARMY CORPS OF ENGINEERS

NEW ORLEANS DISTRICT

NEW ORLEANS, LOUISIANA

ED-22-022

JASON A. BINET, P.E.

BARATARIA BAY WATERWAY

JEFFERSON PARISH, LOUISIANA

MAINTENANCE DREDGING

H-16-48555

P.E.

S.J. TURNER, W912P824B0023

W912P824CXXXX

S.A.C.

FEBRUARY 2024

BAR CHANNEL

REVISED LIMIT OF DREDGING 25 JUN 2024

UPDATED PROFILE TO MAY 2024 SURVEY 25 JUN 2024

UPDATED NOTE 1 WITH CURRENT SURVEY DATE 25 JUN 2024

P L

A N

V

IE

W

C H

A N

N E

L P

R O

F

IL

E . P

R O

F

IL

E A

B O

V E

W A

S G

E N

E R

A T

E D

F R

O M

IN

-H

O U

S E

S U

R V

E Y

D A

T E

D M

A Y

GENERAL NOTES:

2. STATIONING SHOWN ON SECTIONS IN CHANNEL CENTERLINE.

-10

-20

-30

0-10-20-30

70 130

C-05

CHANNEL C/L

CHANNEL C/L

CHANNEL C/L

CHANNEL C/L

CHANNEL C/L

CHANNEL C/L

CHANNEL C/L

CHANNEL C/L

CHANNEL C/L

3. ELEVATIONS SHOWN IN SECTIONS IN FEET, MLG.

WITH 1V ON 2H SIDE SLOPES.

4. CHANNEL DIMENSIONS ARE AS FOLLOWS: (-)18.0' MLG BY 250'

EAST EASTWEST WEST

T Y

P

IC

A L

C H

A N

N E

L C

R O

S S

S E

C T

IO

N

S

1. PROFILE ABOVE WAS GENERATED FROM IN-HOUSE SURVEY DATED MAY 2024.

5. HATCHED AREA DENOTES MATERIAL TO BE DREDGED.

E D

-2 -0

A

M E

N D

E D

C

-0 .d g n

(-)90+00

(-)102+00

(-)114+00

(-)150+00

(-)162+00

(-)174+00

(-)138+00

(-)126+00 (-)186+00

-150

E L

E V

A T

I O

N

M

L G

-10

-20

-30

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 1501401301201101009080706050403020100-10-20

-150

E L

E V

A T

I O

N

M

L G

-30

-20

-10

10 10

-10

-30

-20

140 150130120110100908070605040302010-10 0-20-30-40-50-60-80-90 -70-100-110-120-130-140

-30

E L

E V

A T

I O

N

M

L G

-30

-20

-10

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

-30

-20

-10

-150

-30

-20

-10

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 150140130120110100908070605030 402010-10-20-30

-20

-10

-30

E L

E V

A T

I O

N

M

L G

E L

E V

A T

I O

N

M

L G

-10

-20

-30

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 100 20 30 40 50 60 70 80 90 100 110 120 130 140 150

-30

-20

-10

E L

E V

A T

I O

N

M

L G

-10

-20

-30

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 80 90 100 110 120 140 150

-30

-20

-10

125'

250'

125'

125'

250'

125'

125'

250'

125'

E L

E V

A T

I O

N

M

L G

-30

-20

-10

-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

-30

-20

-10

E L

E V

A T

I O

N

M

L G

-30

-20

-10

-150 -140 -130 -120 -110 -90-100 -80 -70 -60 -50 -40 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

-30

-20

-10

125'

250'

125'

125'

250'

125'

E L

E V

A T

I O

N

M

L G

-10

-20

-30

-10

-20

-30

140130120110100907060504030200 10-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

125'

250'

125'

125'

250'

125'

125'

250'

125'

125'125'

250'

/0

/2

A N

S I

D

S C

O T

T C

L E

M E

N T

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 S

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

E D

-2 -0

J A

S O

N A

B

IN

E

T

P .E

B A

R A

T A

R

IA

B A

Y W

A T

E R

W A

Y

J E

F F

E R

S O

N P

A R

IS

H

L

O U

IS

IA

N A

M A

IN

T

E N

A N

C E

D R

E D

G

IN

G

H -1

-4

P .E

S

.J T

U R

N E

R

W

P

B

W

P

C X

X X

X

S .A

.C

F E

B R

U A

R Y

B A

R C

H A

N N

E L

U

P D

A T

E D

S E

C T

IO

N

S T

O N

E W

S U

R V

E Y

J

U N

S .A

.C

S .A

.C

J

U N

U P

D A

T E

D N

O T

E

T O

R E

F L

E C

T N

E W

S U

R V

E Y

D A

T E

-10

-20

-30

CHANNEL C/L

(-)84+00

-150

E L

E V

A T

I O

N

M

L G

-10

-20

-30

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 1501401301201101009080706050403020100-10-20

125'

250'

125'

CHANNEL C/L

(-)192+00

E L

E V

A T

I O

N

M

L G

-10

-20

-30

-10

-20

-30

140130120110100907060504030200 10-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

125'125'

250'