A21_-_W912P818B0035-0001.pdf

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 Mississippi River Outlets, Vicinity of Venice, Louisiana, Baptiste Collette Bar Channel, #18-1, Maintenance Dredging, Plaquemines Parish, Louisiana (ED 18-012) is hereby changed to provide responses to contractor questions, revised w age determination, and changes to the specifications as show n in the continuation pages.

THE BID OPENING DATE IS ESTABLISHED AS 2 APRIL 2019, 2:00 PM CST.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

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 W912P818B0035

X 9B. DATED (SEE ITEM 11)

11-Oct-2018

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, 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 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

22-Mar-2019

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:

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

W912P818B0035

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

Mississippi River Outlets, Vicinity of Venice, Louisiana, Baptiste Collette Bar Channel, #18-1, Maintenance Dredging #18-1, Plaquemines Parish, Louisiana (ED 18-012)

DESCRIPTION OF WORK: The work consists of the removal and satisfactory disposal of all material excavated from the Baptiste Collette Bar Channel within the limits shown on the contract drawings; and disposal of all dredged material within the specific areas provided.

This procurement is UNRESTRICTED.

Magnitude of Construction: Between $5,000,000.00 and $10,000,000.00.

See Item 7

Jenifer Bordelon 504-862-2466

10/11/2018 local time 04/02/2019

2:00 PM

FAR 52.211-10

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

USACE, New Orleans Area Office 7400 Leake Avenue, Rm 186 New Orleans, LA 70118

USAED New Orleans C/O USACE FINANCE CENTER (UFC) Attn: CEFC-AO-P

5722 INTEGRITY DRIVE, MILLINGTON, TN 38054-5005

QUESTIONS & RESPONSES FOR SOLICITATION W912P818B0035, Mississippi River Outlets, Vicinity of Venice, Louisiana, Baptiste Collette Bar Channel, Maintenance Dredging #18-1, Plaquemines Parish, Louisiana (ED 18-012)

Question 1. Reference: Section 35 20 23.00, Page 13 of the Specifications regarding disposal area H states: Material shall be placed adjacent to and west of the previously created Peninsula “E-South” and proceed in a northwesterly direction. Could the verbiage “and proceed in a northwesterly direction” be removed to allow the Contractor to pump north to south, if needed?

Response 1. Single point discharge for disposal area "H" was removed under Amendment 0001 to the solicitation. The following was added to Drawing note and Specifications: (Material disposed in area “H” shall be placed west of and adjacent to the existing peninsula “E-South” in order to construct a continuous line of disposal.).

Question 2. Reference: Sheet # C-05 of the plans shows the direction of dredging from sta. 560+00 to 460+00 as North to South and the direction of dredging from sta. 270+00 to 360+00 as South to North.

Could you please clarify if the Contractor is required to work in these directions or not?

Response 2. This has been clarified under Amendment 0001. The arrows on Sheet C-05 were intended to denote dredging limits, not direction. The arrows on Sheets C-03 and C-04 denote the disposal limits.

Drawings C-03 thru C-05 have been revised to clarify.

General Decision Number: LA190007 01/04/2019 LA7

Superseded General Decision Number: LA20180011

State: Louisiana

Construction Type: Heavy Dredging

Counties: Louisiana Statewide.

DREDGING PROJECTS ALONG THE GULF COAST AREA INCLUDING THE

MISSISSIPPI RIVER AND ITS TRIBUTARIES TO THE OHIO RIVER

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019

* SULA1994-001 04/01/1994

Rates Fringes

Derrick Operator.................$ 7.25

Dozer Operator...................$ 7.25

Dredge 16" and Over Deckhand....................$ 7.25 Dredge tender operator......$ 7.25 Fireman.....................$ 7.25 First assistant engineer....$ 7.25 Leverman....................$ 7.25 Oiler.......................$ 7.25 Second assistant engineer...$ 7.25 Shoreman....................$ 7.25 Third assistant engineer....$ 7.25 Truck driver................$ 7.25 Welder......................$ 7.25

Dredge Under 16" Deckhand....................$ 7.25 Dredge tender operator......$ 7.25 Leverman....................$ 7.25 Oiler.......................$ 7.25 Welder......................$ 7.25

Hydraulic Dredging First cook..................$ 7.25 Handyman....................$ 7.25 Janitor, cabin person.......$ 7.25 Second cook.................$ 7.25

Marsh Buggy Dragline, Oiler......$ 7.25

Marsh Buggy Dragline, Operator...$ 7.25

Self-Propelled Hopper Dredge, Drag Tender......................$ 9.70 3.45+a

FOOTNOTE: Fourteen paid vacation days and eight paid holidays: New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day & Christmas Day provided the employee has one year of service.

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

STANDARD FORM 1442

Block 11. Change “10 calendar days” to “60 calendar days”, and change “130 calendar days” to “150 calendar days”.

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.

SECTION 00700

Page 26/236, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Change “10 calendar days” to “60 calendar days”, and change “130 calendar days” to “150 calendar days”.

SECTION 35 20 23.00 12

1. Page 3, paragraph 1.2.1. In the 6th line, change “October 2017” to “January 2019.”

2. Page 9, paragraph 3.1.2. Delete this paragraph in its entirety and substitute the following therefore:

“3.1.2 Hydraulic Dredging

Hydraulic dredging operations shall be performed between Station 270+00 and Station 565+00, however this entire reach of channel may not require dredging. Anticipated dredging limits shall be provided prior to bid opening and will be verified by the Contractors Pre-Construction survey and before dredging surveys. All work shall be performed as specified herein and as shown on the contract drawings. Should analysis of the Pre-Construction survey and before dredging surveys result in a requirement for non-continuous dredging, the Contractor shall be responsible movement of dredge plant between required dredging reaches. No addition payment will be made for required movement of plant between required dredging reaches.”

3. Page 10, paragraph 3.1.6. Change “(Channel transitions from -16 feet by 150 feet to - 18 feet by 250 feet between C/L Station 320+00 and C/L Station 330+00)” to “(Channel transitions from -14 feet by 150 feet to -16 feet by 250 feet between C/L Station 320+00 and C/L Station 330+00).”

(Channel transitions from -14 feet by 150 feet to -16 feet by 250 feet between C/L Station 320+00 and C/L Station 330+00)

4. Page 11, paragraph 3.2.2. Delete this paragraph in its entirety and substitute the following therefore:

“3.2.2 Required Dimensions

The Contractor shall provide the following dimensions over all utility crossings by whatever approved method the Contractor elects to use. The dimensions are as follows: -14.0 feet MLG x 150 feet width between C/L Stations 270+00 and 320+00, with a linear transition to -16.0 feet MLG x 250 feet width at C/L Station 330+00 and continuing through C/L Station 565+00. The Contractor shall submit for approval by the Contracting Officer a detailed Plan of Operation at each pipeline or utility crossing where surveys indicate the above dimensions do not exist. The plan shall contain emergency measures to be taken in the event of an accident. The contractor shall notify the owners of pipelines or utilities by certified mail at least seven (7) days prior to operating within 500-feet of a pipeline or utility. A copy of the certified letter shall be submitted for information to the Contracting Officer concurrent with owner notification. The Contractor shall also provide transportation, meals and/or lodging for any pipeline/utility representatives who are deemed necessary to remain aboard the dredge while working in the vicinity of these crossings.”

5. Page 13, paragraph 3.3.1.2. Delete this paragraph in its entirety and substitute the following therefore:

“3.3.1.2 Single Point Discharge (SPD)/Bird Island Location (Gunn Island)

Material dredged between approximate C/L Stations 420+00 and 565+00 shall be used to enhance the bird breeding island (Gunn Island) east of the channel. The elevation of the dredged material placed on the island shall not exceed +8.0 MLG, the purpose of which is to create a bird breeding island and maintain a final elevation at +6.0 MLG after consolidation. Dredged material shall be initially discharged at the Single Point Discharge (SPD) location shown on the drawings. The dredged material shall be placed on Gunn Island in a manner such that the island's footprint expands in a easterly direction. Where material breaks the water surface, the Contractor shall maintain at all times a minimum distance of 2,000 feet at elevation 0.0 MLG, between all existing and new bird island locations.”

DRAWINGS

SHEET IDENTIFICATION Nos. C-02, C-04, C-05, C-06, C-07, C-08. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. C-02, C-04, C-05, C-06, C-07, C-08 therefore.

SECTION 00010 – BIDDING SCHEDULE

00010-3 ED 18-012

Mississippi River Outlets, Vicinity of Venice, Louisiana Baptiste Collette Bar Channel, #18-1

Maintenance Dredging, Plaquemines Parish, LA Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002** Dredging

0002AA First 1,400,000 CY 1,400,000 CY

0002AB All Over 1,400,000 CY 400,000 CY

TOTAL BASE WORK: $

OPTIONAL WORK

0003 Bird Nesting Prevention and Avoidance Measures 60 DAY

0004 Aerial Photography Documentation 1 JOB

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

00010-4 Ed 18-012 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 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 Program, 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: OPTIONAL WORK ITEMS. The Government may require the delivery in whole or part, of the numbered line items identified in the schedule as an OPTIONAL WORK item, in the quantity and price stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK by written notice to the Contractor. Offerors shall propose on all items including optional items (see “Evaluation of Options” FAR 52.217- 5). Failure to propose on all items will result in a non-responsive proposal. If the Government activates the Optional Work Item(s), the activation will occur while the Contractor’s plant is within the limits of work. No additional mobilization/ demobilization will be paid to the Contractor for the Optional Work.

NOTE 6: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that the OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract shall be the original contract duration of 150 calendar days established for the BASE WORK items specified in Section 00700, CONTRACT CLAUSES, paragraph entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK”. The time required for completion of the Optional Work on this contract will not be adjusted but shall be performed concurrent with original contract duration.

NOTE 7: The quantity shown in Item 0003 is for evaluation purposes only; payment for this line item will be based on the actual quantity used and shall be excluded from the “VARIATIONS IN ESTIMATED QUANTITIES” clause.

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 18-012

EVALUATION OF SUBDIVIDED ITEMS (UAI 5152.211-9000- JAN 2017).

Item No. 0002 are subdivided into two 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 sub-items.

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS (UAI

5152.211-9001 - JAN 2017).

The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item No. 0002.

a. Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-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 sub-item listed under such items, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

c. If the quantity of work performed under Item No. 0002 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-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.

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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

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

H -1

-4

W P -1

-C

K .J

O 'C

A

IN

K E

IT

H O 'C

A

IN

E D -1

-0

P L

A Q

U E

M

IN

E S P

A R

IS

H L

A

W P -1

-B -0

M

IS

S

IS

S

IP

P I

R

IV

E R O

U T

L E

T S

V

IC

IN

IT

Y O

F V

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IC

E L

O U

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IA

N A

M A

IN

T E

N A

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E D

R E

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G

J U

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B A

P T

IS

T E C

O L L E

T T

E B

A R C

H A

N N

E L

-1

PROJECT LOCATION

GAGE COORDINATES DESCRIPTION ELEVATION

GAGE INFORMATION

(2009.55) = 3.53' MLG

= 0.0' NAVD88

0.0' MLLW (02-06)

BLACK AND WHITE STAFF GAGE

NAILED TO NAVIGATION DAY

MARKER NO. 16 IN BAPTISTE

COLLETTE PASS.

M

IS

S

IS

S

IP

P I R

IV

E R

LOCATION

PROJECT

A T

C H

A F

A L A

Y A

R

IV

E R

SCALE OF MILES

A R K A N S A S

SHREVEPORT

MONROE

O U

A C

H

IT

A

R

IV

E R

R

IV

E

R VICKSBURG

NATCHEZ

ALEXANDRIA

R E

D

R

IV

E R

LAKE CHARLES

MORGAN CITY

BATON ROUGE

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

LAKE

PONTCHARTRAIN

LAKE

BORGNE

G U L F O F

M E X I C O

40 400 80 120 160 200

V IC IN IT Y M A P

N E W

O R L E A N S

M

IS

S

IS

S

IP

P I

EM

ELI

N E

P A S S

P A S S

KI

M

BEL

GRAND

BAY

BRETON SOUND

BURAS

YELLOW-COTTON

BAY

Y= 319,536.50 X=3,927,490.52

VENICE

B A P

T

IS

T

C

O L L E

T T E

PLAQUEMINES PARISH

SCALE

8000'4000'

01465 (GAGE ID)

C-02

O

Gx

IN

D

E X L E

G E

N D A

N D V

E R

T

IC

A L C

O N

T R

O L

L O

C A

T

IO

N M

A P

V

IC

IN

IT

Y M

A P

D R

A W

IN

G

E D

V

IC

IN

IT

Y

C -0 a m e n d e d .D

G N

TABLE OF ABBREVIATIONS

EL

X-COORDINATE

Y-COORDINATE

X

Y

GENERAL LEGEND

C/L CENTERLINE

P/L PIPELINE

N NORTH

LA

ELEVATION

STA

DWG DRAWING

LOUISIANA

F.S. FORESHORE

V VERTICAL

MIN MINIMUM

FT FEET

STATION

DWG.

DRAWING INDEX

DESCRIPTION

COVER SHEETC-01

C-02

C-03

C-04

NAVD88

C-05

C-06

VERTICAL CONTROL

WES WATER'S EDGE

NORTH AMERICAN VERTICAL DATUM OF 1988

C-07

C-08

CHANNEL CENTERLINE

BOTTOM EDGE OF CUT

OIL PIPELINES

GAS PIPELINES

GAGE

LOCATION MAP, VICINITY MAP, DRAWING INDEX, LEGEND AND

NAR NATURAL ANGLE OF REPOSE

DM NAVIGATION DAY MARKER

PLAN SHEET - C/L STA. 270+00 TO C/L STA. 420+00

PLAN SHEET - C/L STA. 420+00 TO C/L STA. 565+00

PROFILE

TYPICAL CROSS SECTIONS - C/L STAA. 270+00 TO C/L STA. 360+00

TYPICAL CROSS SECTIONS - C/L STA. 380+00 TO C/L STA. 500+00

TYPICAL CROSS SECTIONS - C/L STA. 515+00 TO C/L STA. 560+00

DAY MARKERS

D R

E D

G

IN

G R

E A

C H

U P

D A

T E

D D

R A

W

IN

G I

N D

E X W

IT

H N

E W

J

A N

S .A .C

C -0

C -0

/0

/2

A N

S I

D

S C

O T

T C

L E

M E

N T

S .A .C

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

IZ

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

H -1

-4

W P -1

-C

K .J

O 'C

A

IN

K E

IT

H O 'C

A

IN

E D -1

-0

P L

A Q

U E

M

IN

E S P

A R

IS

H L

A

W P -1

-B -0

M

IS

S

IS

S

IP

P I

R

IV

E R O

U T

L E

T S

V

IC

IN

IT

Y O

F V

E N

IC

E L

O U

IS

IA

N A

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

J U

N E

B A

P T

IS

T E C

O L L E

T T

E B

A R C

H A

N N

E L

-1

M A

T C

H S

T A . 4

SOUNDBRETON

PLAQUEMINES PARISH, LA.

NOTES:

INSIDE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH

AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT

CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS

NOTES:

GUNN ISLAND

0 600' 1200'

C-04

Y= 337936.17

X= 3929204.82

DISCHARGE (SPD)

SINGLE POINT

C /L S

T A

T

O

C /L S

T A

NOT EXCEED +4.5' M.L.G.

1. THE INITIAL ELEVATION OF THE MATERIAL PLACED WITHIN DISPOSAL AREA "H" SHALL BE +4.0' M.L.G, BUT SHALL

P L

A N

PREPARED FROM BUMP PHOTOS FROM 2017.

THIS CONTRACT. 0.0 MLLW (02-06) = 0.0' NAVD88 (2009.55) = 3.53' MLG.

5. VERTICAL CONTROL: THE STAFF GAGE AT DM NO. 16 SHALL BE USED FOR ESTABLISHING VERTICAL CONTROL FOR

NORTH VIA OPEN WATERS OF BRETON SOUND AS LONG AS EXISTING WETLANDS ARE NOT IMPACTED.

AND BETWEEN C/L STAS. 382+15 AND 384+15. IF DESIRED, THE CONTRACTOR MAY ALSO ACCESS THIS SITE FROM THE

2. ACCESS TO THE DISPOSAL SITE "H" SHALL BE AT ACCESS CORRIDORS LOCATED BETWEEN C/L STAS. 335+36 AND 337+36

ELEVATION AT +6.0 FEET M.L.G. AFTER CONSOLIDATION.

NOT EXCEED +8.0 FEET M.L.G. THE PURPOSE OF WHICH IS TO ENHANCE THE SIZE OF THE ISLAND BUT KEEP THE FINAL

EXPANDS IN A NORTHERLY DIRECTION. THE ELEVATION OF THE DREDGED MATERIAL PLACED WITHIN THIS AREA SHALL

MATERIAL SHALL BE PLACED ON GUNN ISLAND IN A MANNER SUCH THAT THE ISLAND FOOTPRINT DEVELOPES AND

PLACED AT THE SINGLE POINT DISCHARGE (SPD) LOCATION GUNN ISLAND, AS SHOWN ON THE CONTRACT DRAWINGS.

DISPOSAL AREA DISPOSAL AREA "H". MATERIAL DREDGED BETWEEN C/L STAS. 420+00 AND 565+00 SHALL BE

3. MATERIAL DREDGED BETWEEN APPROXIMATE C/L STAS. 270+00 AND 420+00 SHALL BE PLACED INTO THE AVAILABLE

2,000 FEET, AT ELEVATION 0.0 M.L.G, BETWEEN ALL EXISTING AND NEW BIRD ISLANDS LOCATIONS.

4. WHERE MATERIAL BREAKS WATER SURFACE, THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES A MINIMUM DISTANCE OF

O F G

U N

N I S

L A

N D T

O C /L S

T A

R E

V

IS

E D N

O T

E T

O E

X T

E N

D D

IS

P O

S A

L L

IM

IT

S

C /L S

T A

E X

T E

N D

E D L

IM

IT

O

F D

R E

D G

IN

G T

O

L

IM

IT

S

R E

V

IS

E D T

IT

L E T

O R

E F

L E

C T N

E W D

R E

D G

IN

G

J

A N

S .A .C

E D

C -0 a m e n d e d .D

G N

EL.-26.9'

C/L STA. 543+53.57

OIL PIPELINE

20" DELTA LOOP

SHELL PIPELINE CO LP

DM #8

DM #6

DM #5

DM #4

DM #3

DM #2

DM #1

P .C .2

C /L

P .T .3

C /L

X

.1

Y

.9

X

.8

Y

.7

Wreck

C U

R V

E

AZ. 352 02'10"

O

ISLAND

LYNDA

A P

P R

O X . C /L S

T A . 4

.0

A

P P

R O

X . M

IL

E .0

A P

P R

O X . C /L S

T A . 4

.0

A

P P

R O

X . M

IL

E .0

ISLAND

PLOVER

ISLAND

SHEA

C /L S

T A

L

IM

IT

O

F D

R E

D G

IN

G

WILLET ISLAND

Y= 332418.49

X= 3930905.70

HEATER PLATFORM

12' X 30' LINE

WELL NO. 1

SL 16773

LLOG EXPLORATION CO.

Y= 330287.20

X= 3930173.54

WELL NO.1

SL 16370

AMERADA HESS CORP

CHANNEL C/L

BOTTOM EDGES OF CUT

A P

P R

O X . C /L S

T A . 4

.0

A

P P

R O

X . M

IL

E .4

A P

P R

O X . C /L S

T A . 4

.0

AZ. 351°01'

17.75"

DISPOSAL TO GUNN ISLAND

/0

/2

A N

S I

D

S C

O T

T C

L E

M E

N T

S .A .C

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

IZ

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

H -1

-4

W P -1

-C

K .J

O 'C

A

IN

K E

IT

H O 'C

A

IN

E D -1

-0

P L

A Q

U E

M

IN

E S P

A R

IS

H L

A

W P -1

-B -0

M

IS

S

IS

S

IP

P I

R

IV

E R O

U T

L E

T S

V

IC

IN

IT

Y O

F V

E N

IC

E L

O U

IS

IA

N A

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

J U

N E

B A

P T

IS

T E C

O L L E

T T

E B

A R C

H A

N N

E L

-1

305+00 310+00 315+00 320+00300+00295+00290+00

TRANSITION

C /L S

T A

L

IM

IT

O

F D

R E

D G

IN

G

555+00 560+00 565+00

C-05

C /L S

T A

B E

G

IN

D

R E

D G

IN

G

EAST EDGE OF CUT

CHANNEL C/L

WEST EDGE OF CUT

CHANNEL C/L

WEST EDGE OF CUT

EAST EDGE OF CUT

WEST EDGE OF CUT

CHANNEL C/L

EAST EDGE OF CUT

DREDGING

EL. -26.9'

OIL PIPELINE

20" DELTA LOOP

C/L STA. 543+53.57

SHELL PIPELINE CO. LP E

L E

V A

T

IO

N I

N F

E E

T M .L .G .0

-5

-10

-15

-20

-25

-30

-35

-40

550+00545+00540+00535+00530+00525+00

460+00 -40

-35

-30

-25

E L E

V A

T

IO

N I

N F

E E

T M .L .G

455+00450+00445+00440+00435+00430+00425+00

520+00

420+00

E L E

V A

T

IO

N I

N F

E E

T M .L .G

-5

-10

-15

-20

-5

-10

-15

-20

-25

-30

-35

-40 360+00355+00350+00345+00340+00335+00325+00 330+00320+00315+00310+00305+00300+00295+00290+00285+00280+00275+00270+00265+00

-40

-35

-30

-25

-20

-15

-5

-10

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

-5

-10

-15

-20

-25

-30

-35

-40 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00

E L E

V A

T

IO

N I

N F

E E

T M .L .G

-5

-10

-15

-20

-25

-30

-35

-40

460+00 465+00 470+00 480+00475+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00

P R

O F

IL

E

EL. -22.0'

16" PIPELINE

C/L STA. 296+97

AMERICAN MIDSTREAM

EL. -24.0

26" PIPELINE

C/L STA. 355+76

AMERICAN MIDSTREAM

EL. -24.0'

12" PIPELINE

C/L STA. 373+67

AMERICAN MIDSTREAM

NOT TO SCALE

PROFILE

EL. -37.0'

2-6" & 2-4" PIPELINES

C/L STA. 300+57

LOBO OPERATING INC

DREDGING

567+00

E D

C -0 a m e n d e d .D

G N

R

E V

IS

E D P

R O

F

IL

E W

IT

H L

A T

E S

T S

U R

V E

Y

S U

R V

E Y A

N D N

E W D

R E

D G

IN

G D

E P

T H

R E

V

IS

E D N

O T

E S T

O R

E F

L E

C T C

U R

R E

N T

DESIGN GRADE -14.0' M.L.G.

DESIGN GRADE -16.0' M.L.G.

6. SIDE SLOPES ARE 1V ON 3H.

STA. 330+00, AND 250' FROM C/L STA. 330+00 TO C/L STA. 565+00.

TO C/L STA. 320+00 IS 150', TRANSITIONING TO 250' AT C/L

5. REQUIRED CHANNEL BOTTOM WIDTH FROM C/L STA. 270+00

C/L STA. 565+00.

AT C/L STA. 330+00, AND -16.0' M.L.G. FROM C/L STA. 330+00 TO

TO C/L STA. 320+00 IS -14.0' M.L.G., TRANSITIONING TO -16.0' M.L.G.

4. REQUIRED CHANNEL BOTTOM GRADE FROM C/L STA. 270+00

3. ALL STATIONS REFLECT CHANNEL CENTERLINE.

2. ALL ELEVATIONS IN SECTIONS AND PROFILE ARE M.L.G.

OF CONDITIONS THAT EXISTED JAN 2019.

1. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE

NOTES:

DESIGN GRADE -16.0' M.L.G.

DESIGN GRADE -16.0' M.L.G.

150'

150'

150'

150'

150'

150'

250'

250'

250'

250'

C/L CHANNEL

C/L CHANNEL

-5

-10

-15

-20

-25

-30 -300 -275 -250 -225 -200 -175 -150 -125 -100 -50-75 -25 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L STA. 280+00

C/L STA. 290+00

C/L STA. 270+00

C/L STA. 300+00

C/L STA. 310+00

WEST EAST

C-06

T Y

P

IC

A L C

R O

S S S

E C

T

IO

N S

C /L S

T A T

O C /L S

T A

E D

C -0 a m e n d e d .D

G N

R E

V

IS

E D N

O T

E S T

O R

E F

L E

C T C

U R

R E

N T

S U

R V

E Y A

N D N

E W D

R E

D G

IN

G D

E P

T H

S

R E

V

IS

E D S

E C

T

IO

N S W

IT

H C

U R

R E

N T S

U R

V E

Y

A N

D D

R E

D G

IN

G T

E M

P L

A T

E

6. CROSS SECTIONS ARE NOT TO SCALE.

TO C/L STA. 565+00. SIDE SLOPES ARE 1V ON 3H.

150', TRANSITIONING TO 250' AT C/L STA. 330+00, AND 250' FROM C/L STA. 330+00

5. REQUIRED CHANNEL BOTTOM WIDTH FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

FROM C/L STA. 330+00 TO C/L STA. 565+00.

-14.0' M.L.G., TRANSITIONING TO -16.0' M.L.G. AT C/L STA. 330+00, AND -16.0' M.L.G.

4. REQUIRED CHANNEL BOTTOM GRADE FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

3. ALL STATIONS REFLECT CHANNEL CENTERLINE.

2. ALL ELEVATIONS IN SECTIONS AND PROFILE ARE M.L.G.

EXISTED JAN 2019.

1. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE OF CONDITIONS THAT

NOTES:

1 1

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 320+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 330+00

C/L STA. 340+00

C/L STA. 350+00

REACH

TRANSITION

CHANNEL

WEST EAST

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

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E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 360+00

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

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N I

N F

E E

T M .L .G

E L E

V A

T

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N I

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E E

T M .L .G

E L E

V A

T

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N I

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E E

T M .L .G

E L E

V A

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IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

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N I

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E E

T M .L .G

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A N

S I

D

S C

O T

T C

L E

M E

N T

S .A .C

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

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Y

C K

D B

Y

D E

S

IG

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D B

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D E

S C

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IP

T

IO

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2 3

C

4 5

A

B

M A

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A P

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D A

T E

F

IL

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U M

B E

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S

IZ

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S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

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A T

E

D A

T E

M A

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D E

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IP

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N

C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

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A P

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®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

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A N

S D

IS

T R

IC

T

N E

W O

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A N

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IS

IA

N A

H -1

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W P -1

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K .J

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A

IN

K E

IT

H O 'C

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E D -1

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P L

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IS

S

IS

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IP

P I

R

IV

E R O

U T

L E

T S

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IC

IN

IT

Y O

F V

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IS

IA

N A

M A

IN

T E

N A

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D G

IN

G

J U

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-1

/0

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S .A .C

NEW ORLEANS DISTRICT

S O

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IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

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Y

C K

D B

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D E

S

IG

N E

D B

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D E

S C

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IP

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2 3

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4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

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U M

B E

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S

IZ

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S U

B M

IT

T E

D B

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P L

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C A

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P L

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D A

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M A

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D E

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IP

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N

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O

IDENTIFICATION

SHEET

D A

T E

A P

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®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

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A N

S D

IS

T R

IC

T

N E

W O

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A N

S L

O U

IS

IA

N A

H -1

-4

W P -1

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K .J

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A

IN

K E

IT

H O 'C

A

IN

E D -1

-0

P L

A Q

U E

M

IN

E S P

A R

IS

H L

A

W P -1

-B -0

M

IS

S

IS

S

IP

P I

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IC

IN

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IA

N A

M A

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A R C

H A

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-1

250'

250'250'

250'

250'

250'

250'

250'

250' 250'

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 450+00

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 460+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 400+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 380+00

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -25

-15

-20

-10

-5

C/L STA. 490+00

C/L STA. 500+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 430+00

C/L STA. 440+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 420+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 480+00

5 5

R E

V

IS

E D N

O T

E S T

O R

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L E

C T C

U R

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N T

S U

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N S

WEST EAST

C /L S

T A T

O C /L S

T A

E D

C -0 a m e n d e d .D

G N

6. CROSS SECTIONS ARE NOT TO SCALE.

TO C/L STA. 565+00. SIDE SLOPES ARE 1V ON 3H.

150', TRANSITIONING TO 250' AT C/L STA. 330+00, AND 250' FROM C/L STA. 330+00

5. REQUIRED CHANNEL BOTTOM WIDTH FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

FROM C/L STA. 330+00 TO C/L STA. 565+00.

-14.0' M.L.G., TRANSITIONING TO -16.0' M.L.G. AT C/L STA. 330+00, AND -16.0' M.L.G.

4. REQUIRED CHANNEL BOTTOM GRADE FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

3. ALL STATIONS REFLECT CHANNEL CENTERLINE.

2. ALL ELEVATIONS IN SECTIONS AND PROFILE ARE M.L.G.

EXISTED JAN 2019.

1. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE OF CONDITIONS THAT

NOTES:

1 1

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

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N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

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N I

N F

E E

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E L E

V A

T

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N I

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E E

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E L E

V A

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N I

N F

E E

T M .L .G

WEST EAST

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

T

IO

N I

N F

E E

T M .L .G

E L E

V A

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N I

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E E

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E L E

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N I

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E L E

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N I

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E L E

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N I

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E E

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E L E

V A

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N I

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E E

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E L E

V A

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N I

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E E

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E L E

V A

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N I

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E E

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E L E

V A

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N I

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E L E

V A

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N I

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E L E

V A

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N I

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E E

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E L E

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T

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N F

E E

T M .L .G

/0

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A N

S I

D

S C

O T

T C

L E

M E

N T

S .A .C

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

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N N

O

F

IL

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A M

E

D W

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Y

C K

D B

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D E

S

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D B

Y

D E

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IP

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N

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2 3

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4 5

A

B

M A

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D A

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F

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B E

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S

IZ

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S U

B M

IT

T E

D B

Y

P L

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C A

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P L

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D A

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M A

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D E

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IP

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N

C O

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C T N

O

IDENTIFICATION

SHEET

D A

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A P

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US Army Corps

U .S

A R

M Y C

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P S O

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T R

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T

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W O

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A N

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IA

N A

H -1

-4

W P -1

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K .J

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A

IN

K E

IT

H O 'C

A

IN

E D -1

-0

P L

A Q

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M

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H L

A

W P -1

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M

IS

S

IS

S

IP

P I

R

IV

E R O

U T

L E

T S

V

IC

IN

IT

Y O

F V

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IA

N A

M A

IN

T E

N A

N C

E D

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D G

IN

G

J U

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B A

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IS

T E C

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A R C

H A

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-1

250'250'

250'

250'

250'

250'

250'

250'

250'

250'

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 540+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 550+00

C/L STA. 555+00

C/L STA. 565+00

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 530+00

C/L STA. 535+00

C/L STA. 545+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 525+00

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 520+00

C/L STA. 515+00

T Y

P

IC

A L C

R O

S S S

E C

T

IO

N S

C /L S

T A T

O C /L S

T A

R E

V

IS

E D N

O T

E S T

O R

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L E

C T C

U R

R E

N T

S U

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E Y A

N D N

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R E

D G

IN

G D

E P

T H

S

R E

V

IS

E D S

E C

T

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N S W

IT

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U R

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U R

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A N

D D

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P L

A T

E

S .A .C

J

A N

WEST EAST

C-08

E D

C -0 a m e n d e d .D

G N

6. CROSS SECTIONS ARE NOT TO SCALE.

TO C/L STA. 565+00. SIDE SLOPES ARE 1V ON 3H.

150', TRANSITIONING TO 250' AT C/L STA. 330+00, AND 250' FROM C/L STA. 330+00

5. REQUIRED CHANNEL BOTTOM WIDTH FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

FROM C/L STA. 330+00 TO C/L STA. 565+00.

-14.0' M.L.G., TRANSITIONING TO -16.0' M.L.G. AT C/L STA. 330+00, AND -16.0' M.L.G.

4. REQUIRED CHANNEL BOTTOM GRADE FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

3. ALL STATIONS REFLECT CHANNEL CENTERLINE.

2. ALL ELEVATIONS IN SECTIONS AND PROFILE ARE M.L.G.

EXISTED JAN 2019.

1. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE OF CONDITIONS THAT

NOTES:

1 1

E L E

V A

T

IO

N I

N F

E E

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E L E

V A

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N I

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E E

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E L E

V A

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N I

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E E

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E L E

V A

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N I

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WEST EAST

E L E

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N I

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E L E

V A

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N I

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E L E

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N I

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E L E

V A

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N I

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E L E

V A

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N I

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E L E

V A

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N I

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E E

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E L E

V A

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N I

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E L E

V A

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N I

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E L E

V A

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N I

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E L E

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N I

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E L E

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E L E

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N I

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E L E

V A

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N I

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E L E

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N I

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E L E

V A

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N I

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E L E

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N I

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