A22_amendment_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

Reference Solicitation W912EE-17-B-0018, Flood Control, Mississippi River and Tributaries, Mississippi River, Stone Dike Construction, Jackson Point, MS, RM 331.1-L, AHP, is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 02-Aug-2017

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 W912EE17B0018

X 9B. DATED (SEE ITEM 11)

14-Jul-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 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

02-Aug-2017

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE17B0018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

SPECIFICATIONS: SF 1442 and Section 00 80 00.00 09 are revised and replaced.

DRAWINGS: Drawing are replaced in their entirety.

FAR Clause 52.223-17 AFFIRMATIVE PROCUREMENT OF EPA-DESIGNATED ITEMS IN

SERVICES AND CONSTRUCTION CONTRACTS (MAY 2008) DOES NOT APPLY TO

THIS SOLICITATION.

Specifications revised by this amendment have the notation "Revised by Amendment 0001" at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck.

Drawings revised by this amendment have the notation “Revised by Amendment 0001” in the title block.

(End of Summary of Changes)

601-631-5793

Flood Control, Mississippi River and Tributaries, Mississippi River, Stone Dike Construction, Jackson Point, MS, RM 331.1-L, AHP

DESCRIPTION OF WORK: The work consists of furnishing all plant, labor, materials and equipment, raising two (2) existing dikes and constructing longitudinal peaked stone toe dikes at Jackson Point, in Adams County, Mississippi. Principal features of the work include mobilization and demobilization;

furnishing, delivering, and placing Graded Stone “A” and Graded Stone “C”; clearing, grubbing, snagging and excavation; and environmental protection.

This work will be performed in the Mississippi River and varying water depths and currents may be encountered. Currents usually encountered at the sites of the work during low water period may vary from about one mile per hour to about six miles per hour.

Construction of the dikes may require both floating plant and land based equipment. The work shall be completed as expeditiously as possible even though river conditions may become increasingly severe as construction progresses. The work requires steady and uninterrupted progress to minimize loss of stone during construction.

THE ESTIMATED VALUE OF PROPOSED WORK IS BETWEEN $1,000,000.00 AND $5,000,000.00

W912EE

Jason M. Carlock

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

(Title, identifying no., date):10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

(Construction, Alteration, or Repair)

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

NEGOTIATED 14 July 2017(RFP)

(IFB) W912EE-17-B-0018

SOLICITATION, OFFER,

CALL:

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG, MS 39183-3435

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(If Other Than Item 7)

5. REQUISITION/PURCHASE REQUEST NO.

W807PM71657088

SEE SPECIAL NOTICES TO BIDDERS

AND AWARD

1. SOLICITATION NO. 2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED PAGE

4. CONTRACT NO. 6. PROJECT NO.

7. ISSUED BY CODE 8. ADDRESS OFFER TO CODE

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within __10__ calendar days and complete it within

80 calendar days after award, X notice to proceed. This performance period is X mandatory, negotiable. See __________)

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

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

12B. CALENDAR DAYS

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed Offers in original copy to perform work required are due at the place specified in Item 8 by 1430 (hour) local time ______________ 17 August 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

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 ___60__ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

X

Revised By Amendment 0001

B4EDGDML

Cross-Out

W912EE-17-B-0018

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 80 00.00 09

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.2 EXCLUSION PERIODS FOR COMPUTING COMPLETION SCHEDULE

1.3 LIQUIDATED DAMAGES-CONSTRUCTION

1.4 CONTRACT DRAWINGS AND SPECIFICATIONS

1.5 CORRESPONDENCE AND ELECTRONIC COMMUNICATION

1.6 (S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.7 PERFORMANCE OF WORK BY THE CONTRACTOR

1.8 WORK TO BE PERFORMED BY CONTRACTOR'S OWN ORGANIZATION

1.9 PHYSICAL DATA

1.10 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.12 OBSTRUCTION OF NAVIGABLE WATERWAYS

1.13 VARIATION IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

1.14 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.15 I-WATCH

1.16 SECURITY CLEARANCE/ACCESS PRIVILEGES

1.17 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

1.18 FACILITY CLEARANCE

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

DOCUMENT 00 80 00.00 09 Page 1

SECTION 00 80 00.00 09

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 8090 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises. (FAR 52.211-10)

The notice to proceed with construction will be issued after receipt and Government verification of the required performance and payment bonds. The contract also requires submission of various pre-work plans and Government approval of those plans as well as various preconstruction meetings prior to commencement of physical work at the site. Notice to proceed will not be delayed to await receipt of these plans. The contract performance time includes adequate time for submission and Government review of the required pre-work plans and all required preconstruction meetings to be conducted after notice to proceed.

1.2 EXCLUSION PERIODS FOR COMPUTING COMPLETION SCHEDULE

(This paragraph supplements paragraph COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK, above.)

a. No work shall be performed during the period of 1 April through 30 June, inclusive, of each year (pallid sturgeon spawning season), and such period has not been considered in computing the time allowed for completion. See also Section 01 57 20.00 09 ENVIRONMENTAL PROTECTION, paragraph PROTECTION OF AQUATIC AND WILDLIFE RESOURCES.

b. No work shall be performed during the period between 21 December 2017 and 01 January 2018, inclusive, and such period has not been considered in computing the time allowed for completion.

1.3 LIQUIDATED DAMAGES-CONSTRUCTION

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $974 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess costs of repurchase under the Termination clause. (FAR 52.211-12)

1.4 CONTRACT DRAWINGS AND SPECIFICATIONS

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications

DOCUMENT 00 80 00.00 09 Page 2 incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall --

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general --

(1) Large-scale drawings shall govern small scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the INDEX TO DRAWINGS shown on Drawing No. G-002 entitled VICINITY MAP AND INDEX TO DRAWINGS, File No. M-15-1137.

(DFARS 252.236-7001)

1.5 CORRESPONDENCE AND ELECTRONIC COMMUNICATION

For ease and speed of communications, both the Government and Contractor shall exchange correspondence and all other documents duplicate in both hard paper copy and electronic format. Inclusion of an electronic copy is in addition to any other parts of the contract that may specify a minimum number of hard copies to be submitted, such as for shop drawing transmittals. Electronic submission can be accomplished by one of the following methods: email, file upload to the following website https://safe.amrdec.army.mil/SAFE, or through the Quality Control System (QCS) software interface with the Resident Management System (RMS). Format for electronic submissions will be in portable document format (.pdf).

Documents include all general correspondence, administrative plans, all material submittals including shop drawings, progress schedules, submittal registers, requests for information (RFIs), Quality Control (QC) test results, pay requests, etc. Paper documents will govern, in the event of discrepancy with the electronic version. Generally, paper documents will also govern where effective receipt dates are required, such as contractor claims submitted under the Disputes clause of the contract and progress payment requests. However in the case of administrative plans, shop

DOCUMENT 00 80 00.00 09 Page 3 drawings and other submittals transmitted for government review, both the electronic and hard copies are required to begin the review process, so the effective date of receipt will be the date when both the electronic and hard copies are received by the government.

1.6 (S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations. When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rmssupport.helpserve.com/) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data;

ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this

DOCUMENT 00 80 00.00 09 Page 4 contract.

FAR 52.222-8 and FAR 52.222-13

1.7 PERFORMANCE OF WORK BY THE CONTRACTOR

The Contractor shall perform on the site and with its own organization, work equivalent to at least twenty (20) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government. (FAR 52.236-1)

1.8 WORK TO BE PERFORMED BY CONTRACTOR'S OWN ORGANIZATION

Within 10 days after award, the successful Bidder/Contractor must furnish the Contracting Officer a description of the items of work which will be performed with its own forces and the estimated cost of those items. (See paragraph PERFORMANCE OF WORK BY THE CONTRACTOR.)

1.9 PHYSICAL DATA

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

(b) Weather Conditions. Information with respect to temperatures and precipitation may be obtained from the National Weather Service.

(c) Transportation Facilities.

(1) Roads. Interstate 20, U.S. Highway Nos. 65 and 61, and local roads serve the general area.

(2) Railroads. The Contractor is responsible for determining the availability of railroad service.

(d) Floods.

(1) High water stages or events are not to be considered a "flood," and damages resulting therefrom are not compensable under Section 01 00 00.00 09 GENERAL CONTRACT REQUIREMENTS, paragraph DAMAGE TO WORK unless river or stream stages within the Government-furnished rights-of-way exceed channel capacity and overtop the natural or artificial banks.

(e) Additional Data. Additional data consisting of additional cross sections, records of borings, and boring samples are available for inspection at:

U.S. Army Engineer District, Vicksburg 4155 Clay Street

Vicksburg, Mississippi 39183-3435

(f) The indications of physical conditions on the drawings and in the

DOCUMENT 00 80 00.00 09 Page 5 specifications indicate approximate location, width, and elevations of excavation and grading, fill, and top and bottom of stone replacement and stone removal as determined from the latest available survey.

Adjustment in alignments and limits of work shown may vary based on actual conditions encountered in the field at the time of construction. The contract drawings will include the locations, azimuths, length, types of construction, and top elevation of the dike, ground profile, and other pertinent detailed requirements.

(g) Local Conditions. Pertinent data of different local gages on the Mississippi River are indicated in the following tabulations.

GAGE READING

GAGE GAGE READING ZERO OF GAGE OF LOW WATER

LOCATION BANKFULL STAGE FEET, NGVD REFERENCE PLANE

Helena, AR 41 141.70 1.6

Arkansas City, AR 37 96.66 -1.2

Greenville, MS (Bridge) 48 74.92 9.3

Vicksburg, MS 43 46.23 1.5

Natchez, MS (Bridge) 48 17.28 8.8

The normal working season for the work to be done under this contract is seldom more than five months, and usually extends from about 15 July to 15 December. Annual hydrographs from 1987 to 2016 of the the Vicksburg Gage at Vicksburg, Mississippi, RM 435.7, AHP and the Natchez Gage at Natchez, Mississippi, RM 363.3, AHP are shown in the drawings.

Hydrographs of the other Engineer gages within limits of the Vicksburg District are available for inspection at the office of the Contracting Officer Representative. Currents usually encountered at the sites of the work during low water period may vary from about one mile per hour to about six miles per hour.

(h) River Stages. The hydrographs indicated on the drawings depict historical fact only and no prediction is intended as to future water stages. The successful Bidder (Contractor) is expected to understand the fact that future water stages, despite any apparent historical patterns, are dependent upon the vagaries of nature and may differ drastically at any time from any historical patterns that might be inferred.

(i) Weather Conditions. Information with respect to temperatures and precipitation may be obtained from the National Weather Service.

(j) Conditions of Channel. Hydrographic surveys in the vicinity of the work are available for inspection in the office of the Contracting Officer Representative.

(k) Channel Traffic. The normal traffic on the river consisting of self-propelled craft with or without tows will pass the worksite.

(l) Obstruction of Channel. The Government will not undertake to keep the channel free from vessels or any other obstructions except to the extent of such regulation, if any, as may be prescribed by the Secretary of the Army in accordance with provisions of Section 7 of the

DOCUMENT 00 80 00.00 09 Page 6

River and Harbor Act, approved 8 August 1917. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such extent as may be necessary to afford a practicable passage. Upon completion of the work at each locality the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under this contract.

(FAR 52.236-4)

1.10 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION

(a) The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract lump sum price for this item.

(1) Sixty percent of the lump sum price upon completion of the Contractor's mobilization at the work site.

(2) The remaining forty percent upon completion of demobilization.

(b) The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in subparagraphs (a)(1) and (2) of this clause do not bear a reasonable relation to the cost of the work in this contract.

(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of--

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this contract.

(2) The Contracting Officer's determination of the actual costs in paragraph (b)(1) of this clause is not subject to appeal.

(DFARS 252.236-7004)

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

(a) This special contract requirement does not apply to terminations.

See 52.249-5000, Basis for Settlement of Proposals and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the Contractor's

DOCUMENT 00 80 00.00 09 Page 7 accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region III. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(2)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the Contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(UAI 31.105-101)

NOTE: EP-1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule" is available on the Internet at http://www.publications.usace.army.mil/USACEPublications/EngineerPamphlets.aspx, then search for EP 1110-1-8, then click on the link and then choose EP_1110-1-8_Vol-03.pdf or may be purchased from the Government Printing Office on CD-ROM by calling (202) 512-1800.

1.12 OBSTRUCTION OF NAVIGABLE WATERWAYS

(a) The Contractor shall-

(1) Promptly recover and remove any material, plant, machinery, or appliance which the Contractor loses, dumps, throws overboard, sinks, or misplaces, and which, in the opinion of the Contracting Officer, may be dangerous to or obstruct navigation;

(2) Give immediate notice, with description and locations of any such obstructions, to the Contracting Officer; and

(3) When required by the Contracting Officer, mark or buoy such obstructions until the same are removed.

(b) The Contracting Officer may--

(1) Remove the obstructions by contract or otherwise should the Contractor refuse, neglect, or delay compliance with paragraph (a) of this clause; and

(2) Deduct the cost of removal from any monies due or to become due to the Contractor; or

DOCUMENT 00 80 00.00 09 Page 8

(3) Recover the cost of removal under the Contractor's bond.

(c) The Contractor's liability for the removal of a vessel wrecked or sunk without fault or negligence is limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et. seq). (DFARS 52.236-7002)

1.13 VARIATION IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

This variation in estimated quantities clause is applicable only to Item Nos. 0002 and 0003.

(a) Variation 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 Nos. 0002 and 0003 is less than 85 percent of the quantity of the first sub-item listed under such item, 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 shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(c) If the actual quantity of work performed under Item Nos. 0002 and 0003 exceeds 115 percent or is less than 85 percent of the total estimated quantity of the sub-item under that item, and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under Item Nos. 0002 and 0003 exceeds 115 percent or is less than 85 percent 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.

(UAI 52.211-5001)

1.14 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor and all associated sub-contractor employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

1.15 I-WATCH

The Contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform

DOCUMENT 00 80 00.00 09 Page 9 employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.16 SECURITY CLEARANCE/ACCESS PRIVILEGES

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

1.17 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

1.18 FACILITY CLEARANCE

The Prime Contractor Company must have a Facility Clearance (FCL) at the appropriate level (IAW the NISPOM DOD 5220.22-M and AR 380-49) prior to the start of the contract awarded period of performance. Contractor personnel performing work under this contract must have the required security clearance, per AR 380-67, at the appropriate level at the start of the period of performance. Security Clearances and FCL requirements are required to be maintained for the life of the contract IAW the DD Form 254 attached to the contract. If no FCL, the supporting Government Contracting Activity will sponsor the prime contract company in obtaining the FCL.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DOCUMENT 00 80 00.00 09 Page 10

®of Engineers

US Army Corps of Engineers

US Army Corps

C h ie f, D e s ig n B ra n c h

C O

L E

N

D is tr ic t E n g in e e r

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

Y

A P

P R

O V

E D B

Y

Vicksburg District

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

A N

S

ID

G -0 c o v .d g n

F u ll S iz e

F u ll S iz e

F u ll S iz e

F u ll S iz e

F u ll S iz e

F u ll S iz e

G-001

C O

V E

R S

H E

E T

STONE DIKE CONSTRUCTION

MISSISSIPPI RIVER

FLOOD CONTROL

MISSISSIPPI RIVER AND TRIBUTARIES

JULY 2017

JACKSON POINT, MS, RM 331.1-L, AHP

W912EE-17-B-0018

CONTRACT: W912EE-17-C-xxxx

SOLICITATION:

E C D

IV

IS

IO

N

R

IV

E R S

T A

B

IL

IZ

A T

IO

N S

E C

T

IO

N

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

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D of Engineers

US Army Corps

D E

S

IG

N B

R A

N C

H

W E

E -1

-B -0

W E

E -1

-C -x x x x

M

IS

S

IS

S

IP

P I

R

IV

E R

S T

O N

E D

IK

E C

O N

S T

R U

C T

IO

N

F L

O O

D C

O N

T R

O L

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D T

R

IB

U T

A R

IE

S

M -1

-1

D A

V

ID

L

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

/1

/2

J A

C K

S O

N P

O

IN

T D

IK

E S

M S

R M

.1 -L

A H

P

J U

L Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

G-002

L O

C A

T

IO

N M

A P

V

IC

IN

IT

Y M

A P

A B

B R

E V

IA

T

IO

N S

A N

D I

N D

E X T

O D

R A

W

IN

G S

A N

S

ID

G -0 v ic .d g n

E C D

IV

IS

IO

N

R

IV

E R S

T A

B

IL

IZ

A T

IO

N S

E C

T

IO

N

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

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D of Engineers

US Army Corps

D E

S

IG

N B

R A

N C

H

W E

E -1

-B -0

W E

E -1

-C -x x x x

M

IS

S

IS

S

IP

P I

R

IV

E R

S T

O N

E D

IK

E C

O N

S T

R U

C T

IO

N

F L

O O

D C

O N

T R

O L

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D T

R

IB

U T

A R

IE

S

M -1

-1

D A

V

ID

L

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

/1

/2

J A

C K

S O

N P

O

IN

T D

IK

E S

M S

R M

.1 -L

A H

P

J U

L Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

Pine Bluff

Malvern

Hot Springs

Fordyce

Murfreesboro

Arkadelphia

Prescott

Hope

Camden

Hampton

City

Arkansas

Village

Lake

Eudora Crossett

El Dorado

Homer

Ruston

Monroe

Bastrop

Farmerville

Delhi

Tallulah

Natchez Vidalia

Jonesville

Winnfield

Providence

Lake

A R K A N S A S

M O N T G O M E R Y

G A R L A N D

S A L I N E

P U L A S K I

J E F F E R S O N

G R A N T

H O T S P R I N G

C L A R K P I K E

P O L K

H E M P S T E A D

N E V A D A

O U A C H I T A

C A L H O U N

B R A D L E Y

L I N C O L NC L E V E L A N D

D A L L A S D E S H A

C H I C O T

A S H L E YA S H L E Y

U N I O NC O L U M B I A

U N I O N

C L A I B O R N E

M O R E H O U S E

W E S T

C A R R O L L

C A R R O L L

E A S T

L I N C O L N

B I E N V I L L E

J A C K S O N

O U A C H I T A

R I C H L A N D

C A L D W E L L

F R A N K L I N

T E N S A S

M A D I S O N

W I N N

L A S A L L E

C O N C O R D I A

Y E L L

OUACHITA

RIVER

Caddo

River

O U A C H I T A

RIVER

Missouri

River

Terre

Noire

Creek

C r e e k

Tu li p

Ozan

Cr ee k

Saline

R i v e r

Bayou

Bartholomew

Arkansas

River

Mi ss is si pp i

Ri ve r

M o r o

C r e e k

Boe uf

Riv er

Ba yo u

Ma co n

Tens as

R i v e r

Ba yo u

Ba rt ho lo me w

O v e r f l o w

C r e e k

C r e e k

Big

Ba yo u

Bo eu f

R i v e r

C o l e w a

Cr ee k

T e n s a s

R i v e r

O U A C H I T A

RIVER

Little

Corney

Corney

Bayou

Bayou

Bayou

D'Arbonne

D'Arbonne

Bayou

Middle

Fork

Bayou

D'Arb onne

Dugdemona

River

Castor

C r e e k

Little

River

B l a c k

R i v e r

OUACHITA

LAKE

LAKE

DE GRAY

GREESON

LAKE

Catherine Lake

C A T A H O U L A

Mi ss is si pp i

R i v e r

Calion

M I L L E R

L A F A Y E T T E

Magnolia

Texarkana

C A D D O

B O S S I E R

W E B S T E R

R E D R I V E R

N A T C H I T O C H E S

D E S O T O

G R A N T

R A P I D E S

A V O Y E L L E S

Springhill

SHREVEPORT

Minden

Arcadia

Mansfield

Coushatta

Natchitoches

ALEXANDRIA

Pineville

Re d

C h u t e

M c

K i n n e y

B a y o u

Sulphur

River

P o s t e n

Ba yo u

B a y o u

Bo dc au

B a y o u

Do rc he at

D o r c h e a t

Bayou

RED

RIVER

Old River

B l a c k

L a k e

Bayou

Sa li ne

Ba yo u

Bayou

R e d

Chute

Iatt

Creek

Cane

River

Cyp res s

Bayou

Pierre

Black

Bayou

M I S S I S S I P P I

ROCK

LITTLE

Hamilton Lake

65165

E

W

82 3

W

W

E

Dealing Plain

City Bossier

Monroe West

Lake Caddo

Lake Wallace

B

Lake Catahoula

LAKE

ARKABUTLA

LAKE

SARDIS

LAKE

ENID

LAKE

GRENADA

R i v e r

L

R

Bluff Holly

Fork Rolling

Marks

Darling

Belzoni

Ti pp ah

Tal lah atc hie

River

Sku na

River

Riv er

C o l d w a t e r

B o g u e

P h a l i a

S t e e l e

Ba yo u

YA

ZO

O

Riv er

Otouca lofa Cr.

T a l l a h a t c h i e

VICKSBURG

Greenwood

GREENVILLE

Sardis

Tunica

Grenada

Enid

Cleveland

S u n f l o w e r

CLARKSDALE

Ascalmore

Cr

Hernando

Big San d Cr

Teoc Cr

Potacocowa Cr

Sabougla

Cr

Cr

Tillatoba

L

Tall ahat chie

Ri ve r

Cr

Co ld wa te r

River

Abiaca

Cr

Pelucia

Cr

Chi cop a Cr

Fa nn eg us ha

C r

Black

Cr

Tchu la

Lak e

S u n f l o w e r

River

Harris

Bayou

Indianola

Po rt er s

Bayou

Be ar

Cre ek

Q u i v e r

B l a c k

B a y o u

P A

N O

L A

FLOODWAY

Q U I T

M A

N

M a i n

Canal i g

S u n f l o w e r

Riv er

Cassidy

Bayou

W

IL

L

M

W H

IT

T

IN

G T

O N

C H

A N

N E L

Ar ka bu tl a

Canal

Yocona R

Yocona

Yalob usha

Cr ee k

De er

Yazoo City

Hick ahal a

A U

X

IL

IA

R Y

River

Riv er

D E S O T O

M A R S H A L L

B E N T O N

T I P P A H

U N I O N

T A T E

T U N I C A

P A N O L A

L A F A Y E T T E

P O N O T O C

C O A H O M A

Q U I T M A N

S U

N F

L O

W E

R

T A L L A H A T C H I E

Y A L O B U S H A

C A L H O U N

C

H

I C

K

A

S

A

W

G R E N A D A

M

O N T G O M

E R Y

W E B S T E R L E F L O R E

C A R R O L L

H O L M E S

W A S H I N G T O N

S H A R K E Y

H U M P H R E Y S

I S S A Q U E N A

W A R R E N

Y A Z O O

B O L I V A R

RIV

ER

R i v e r

Springs

Holly

Bi g

Bl ac k

River

Big Bywy Ditch

Yo ck an oo ka ny

Riv er

L o b u t c h a

Creek

Pear l

River

Reservoir

Ross Barnett

Tuscolameta

Creek

Pearl

RiverBogue

Chitto

W e s t

H o b o l o c h i t t o

C r e e k

Buff alo

River

Ho mo ch it to

Ri ve r

Coles

Cre ek

Bayou

Pierre

Eupora

Winona

Durant Kosciusko

Carthage

Canton

Forest

JACKSON

Mendenhall

Springs

Crystal

Brookhaven

McComb

Tylertown

Bogalusa

Franklinton

Columbia

Picayune

Woodville

Fayette

Gibson

Port

Utica

C H O C T A W

W I N S T O N

A T T A L A

N E S H O B A

K

E

P

E

RL E A K E

M A D I S O N

S C O T T

N

T

O

H I N D S

R A N K I N S

I T

H

S I M P S O N

C O P I A HC L A I B O R N E

J E F F E R S O N

A D A M S

F R A N K L I N

W I L K I N S O N P I K E

W A L T H A L L

L I N C O L N

L A W R E N C E D A V I S

J E F F E R S O N

M A R I O N

L A M A R

W A S H I N G T O N

R I V E R

P E A R L

H A N C O C K

MISSISSIPPI

LOUISIANA

Lonoke

Stuttgart

Bayou

Meto Salt

Little

W a b b a s e k a

Bayou

St ro ng

Riv er

P U L A S K I

L O N O K E

A R K A N S A S

A M I T E

Gillett

McGehee

Dumas

Co nn er ly

Ba yo u

Macon

Lake

Canal

No.

Lake Calion

Lit tle

R

St John Lake

B a y o u

B i g

Ba yo u

Ca ne y

F l e s c h m a n s

B

B Mi ll

T e n s a s

Ba yo u R u s s

Ca na l

No

Canal

No.

No.

Canal

Canal

No.

Black

Pond Slough

Ba yo u

Ma co n

B a y o u

M a c o n

Di ve rs on C an al N o.

Bo eu f

Ri ve r

Cl ay

B

B

146.4

6.2

.5

.3

.6

.2

.9

8.0

7.1

Lo ng

B r

Cocodrie

Wild Cow

Bayou

B a y o u

Lake Cheniere

Creek

Cheniere

Bawcomville

River Lake Black

Flood Wall

Columbia

Fulton

Field B

Ma ni ec e

B

Lewisville

L o g g y

Flate

R i v e r

.0

Bourbeaux

Boyce

Colfax

Marksville

Moncla

Collins Cr

Satartia

Wolf

La ke

To ke ba

B

Lake

George

Panthe r

Creek

A U

X

IL

IA

R Y

C H

A N

N E L

L O

W E

R

Snake

Cr

Marksville

Lake Bee

Lake Horseshoe

Ti pp o

B P a t t e r s o n

C r

Ma rs h

B

Tu rk ey B

B

Gi n

0+00 Miss River Levees

4519+76 Ark River Levees

J o n e s

Bayo u

Mound

B

Black

Bayou

Pa rk s

B

Bo gu e

H a s t y

Sn ak e

C r

C l e a r

Cr

Ditchlow

B

Ba yo u

Tw in L ak e

Bogue Phalia

Cutoff

Bolivar Lake

Lake Swan

Washington Lake

B a y o u

Dow lin g

Ri ve r

H u s h p u c k e n a

Lake Whiting

Mi ll

Hull

C r

Br

Lake Moon

Pass Yazoo

.0

7.8

.7

7.5

69.7

9.

.1

BFi gh ti ng

.8

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

.4

Dawson

17.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

T

EX

A S

Mc Ki nn ey

B

Laf our che

G a r la n d

C it y

Brake

Mathews

Alligator-Catfish

Bayous

B a y o u

Big

Choct aw

B a y o u

B o e u f

L

Creek

Staulkinghead

Little River

Pearl

West

River

P e a r l

River

Lake Tunica

Chicot Lake

Providence Lake

Plant

Pumping

Cocodrie

Wall

Flood

Lake Eagle

Mary Lake

Iatt Lake

Lake Saline

Lake Clear

Bistineau Lake

Lake D'Arbonne

Claiborne Lake

Lake Badcau

Reservoir Cypress Bayou

Lake Cross

Lake Corney

Erling Lake

Lake Bayou Black

Lake Black

L O U I S I A N A

Ba yo u

Sa ra

T h o m p s o n

Cr

Ri ve r

A m i t e

Wallace

Bayou

Bayou

Rigolette

0.0 210.5

Canal

No.

Ext.

.4

Canal

No.

Ext.

11.3

0.0

Bayou

Rapides

35.0

Wh it e

Ri ve r

D a v i d

B u r r e l l

Ba yo u B a y o u

23.2

Old

Ba yo u

B o b o

.9

R

Ta ll ah at ch ie

Li tt le

Deep B

Tuck er

B

32.50

Ba yo u a y o u

Bayou

Meto B i g

Meto

Bayou

VICINITY MAP

20 10

SCALE IN MILES

0 20

ABBREVIATION TABLE

Tallulah

M A D I S O N

Ri ve r

VICKSBURG

I S S A Q U E N A

Lake Eagle

C A R R O L L

E A S T

W.E. - WATER'S EDGE

US - UPSTREAM

TRANS - TRANSITION

S.P. - STATE PLANE

S.A.L. - STRUCTURE AZIMUTH LINE

ROW - RIGHTS OF WAY

NO. - NUMBER

N.A.V.D. - NORTH AMERICAN VERTICAL DATUM

NAD - NORTH AMERICAN DATUM

L.W.R.P. - LOW WATER REFERENCE PLANE

LPSTD - LONGITUDINAL PEAKED STONE TOE DIKE

LAND - LANDWARD

ISL - ISLAND

IR - IRON ROD

IP - IRON PIPE

F.B. - FIELD BOOK

EXG. - EXISTING

EL. - ELEVATION

DIST. - DISTANCE

DWG. - DRAWING

CP - CONTROL POINT

COR - CONTRACTING OFFICER REPRESENTATIVE

C/L - CENTERLINE

BL - BASE LINE

AZ. - AZIMUTH

APPROX. - APPROXIMATELY

AHP - ABOVE HEAD OF PASSES

LOCATION

PROJECT

INDEX TO DRAWINGS

SUBTITLEDWG. NO.

G-002

C-102

G-001

G-003

C-101

C-501

X-502

C-301 -- C-309

C-310 -- C-318

X-501

C-103--C-104

COVER SHEET

STAGE HYDROGRAPH -- VICKSBURG GAGE

LOCATION MAP, VICINITY MAP, ABBREVIATIONS AND INDEX TO DRAWINGS

JACKSON POINT-- GENERAL PLAN MAP

JACKSON POINT-- PLAN MAP

JACKSON POINT DIKE NO. 1-L -- PLAN & PROFILE -- RM 331.4-L, AHP

JACKSON POINT DIKE NO. 2-L -- PLAN & PROFILE -- RM 330.3-L, AHP

JACKSON POINT DIKE NO. 1 - L -- CROSS SECTIONS

JACKSON POINTDIKE NO. 2 - L -- CROSS SECTIONS

STAGE HYDROGRAPH -- NATCHEZ GAGE

JACKSON POINT DIKES -- TYPICAL SECTIONS

S

ID

G -0 v ic .d g n

G-003

G E

N E

R A

L P

L A

N M

A P

J A

C K

S O

N P

O

IN

T D

IK

E S

FLOW

F L O

W

E C D

IV

IS

IO

N

R

IV

E R S

T A

B

IL

IZ

A T

IO

N S

E C

T

IO

N

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

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D of Engineers

US Army Corps

D E

S

IG

N B

R A

N C

H

W E

E -1

-B -0

W E

E -1

-C -x x x x

M

IS

S

IS

S

IP

P I

R

IV

E R

S T

O N

E D

IK

E C

O N

S T

R U

C T

IO

N

F L

O O

D C

O N

T R

O L

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D T

R

IB

U T

A R

IE

S

M -1

-1

D A

V

ID

L

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

/1

/2

J A

C K

S O

N P

O

IN

T D

IK

E S

M S

R M

.1 -L

A H

P

J U

L Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

CONCORDIA PARISH

L O U I S I A N A

E=1889420.088

N=640810.619

ROW

E=1891708.187

N=641527.931

E=1891066.759

N=641422.7138

E=1889270.756

N=640610.119

BOUGERE

REVETMENT

ADAMS COUNTY

M I S S I S S I P P I

JACKSON POINT DIKE 2L, RM 330.3-L, AHP

JACKSON POINT DIKE 1L, RM 331.4-L, AHP

EXISTING JACKSON POINT DIKES TO BE SURVEYED

MISSISSIPPI RIVER

D

IK

E

R

D

IK

E

U

D

IK

E

R

D

IK

E 2L

D

IK

E

L

FRITZ ISLAND

JACKSON POINT

FLOW

UNION POINT LDG

H W

Y

LAKE MARY

MRCR-87

MRCR-88

FLO

W

L.W .R .P

DEAD MAN'S BEND REVETMENT

B O

U G

E

D

V E

T M

E N

T

BEND

5 3

L.W.R.P.

L .W .R .P

19 18

LEGENDLEGEND

10001000 00 20002000 4000 FEET4000 FEET

SCALE IN FEETSCALE IN FEET

3. LWRP IS 18 FEET N.A.V.D. 88 AT SITE OF WORK.

2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.

1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.

NOTES:

3. LWRP IS 18 FEET N.A.V.D. 88 AT SITE OF WORK.

2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.

1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.

NOTES:

AHPAHP

331331

STONE DIKES TO BE CONSTRUCTED.

MILES ABOVE HEAD OF PASSES.

STONE DIKES TO BE CONSTRUCTED.

MILES ABOVE HEAD OF PASSES.

MRCR POINT LOCATIONS

C D

IV

IS

IO

N

R

IV

E R S

T A

B

IL

IZ

A T

IO

N S

E C

T

IO

N

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

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D of Engineers

US Army Corps

D E

S

IG

N B

R A

N C

H

W E

E -1

-B -0

W E

E -1

-C -x x x x

M

IS

S

IS

S

IP

P I

R

IV

E R

S T

O N

E D

IK

E C

O N

S T

R U

C T

IO

N

F L

O O

D C

O N

T R

O L

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D T

R

IB

U T

A R

IE

S

M -1

-1

D A

V

ID

L

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

/1

/2

J A

C K

S O

N P

O

IN

T D

IK

E S

M S

R M

.1 -L

A H

P

J U

L Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

BOUGERE

REVETMENT

LEGEND

JACKSON POINT DIKE 2L, RM 330.3-L, AHP

JACKSON POINT DIKE 1L, RM 331.4-L, AHP

EXISTING JACKSON POINT DIKES TO BE SURVEYED

JACKSON POINT DIKE 2L, RM 330.3-L, AHP

JACKSON POINT DIKE 1L, RM 331.4-L, AHP

EXISTING JACKSON POINT DIKES TO BE SURVEYED

E=1889420.088

N=640810.619

E=1889270.756

N=640610.119

E=1891066.759

N=641422.7138

E=1891708.187

N=641527.931

RIGHT OF WAY LIMITS

RIGHT OF WAY LIMITS

DEAD MAN'S BEND REVETMENT

STONE PAVING

BEND

B O

U G

E R

E B

E N

D R

E V

E T

M E

N T

FL

O

W

CONCORDIA PARISH

L O U I S I A N A

ADAMS COUNTY

M I S S I S S I P P I

JACKSON POINT

MISSISSIPPI RIVER

MRCR -87

H W

Y

MAY 2009

MAY 2009

MAY 2009

STONE PAVING

L .W .R .P

1000 0500 2000 30001000 4000 FEET

SCALE IN FEET

MRCR-88

3. LWRP IS 18 FEET N.A.V.D. 88 AT SITE OF WORK.

2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.

1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.

NOTES:

AHP

STONE DIKES TO BE CONSTRUCTED.

MILES ABOVE HEAD OF PASSES.

MRCR POINT LOCATIONS

A N

S

ID

C -2 p ln .d g n

C-101

P L

A N M

A P

J A

C K

S O

N P

O

IN

S

ID

C -2 p ln .d g n

C-102

R M

.4 -L

A H

P

P L

A N P

R O

F

IL

E

J A

C K

S O

N P

O

IN

T D

IK

E S L

F L

O W

DISTANCE IN FEET FROM STATION 0+00 ALONG STRUCTURE AZIMUTH LINE OF DIKE

WOODS

WOODS

W .E

W .E

T p n k

T n k

NN

C

CC

C

CC CC

CC

CC

-7

-6

-5

-4

-2

-1

-4

E L .6 .3

N A

IL

F

L Y P

T

E L .6 .3

N A

IL

F

L Y P

T

E L .5 .9

N A

IL

F

L Y P

T

E L .6 .0

D

IK

E

L

E L .5 .1

N A

IL

F

L Y P

T

E L .5 .2

D

IK

E

L

E L .6 .5

D

IK

E

L

E L .6 .7

D

IK

E

L

C

C

C

CCCC

C

C C C C

C

MISSISSIPPI RIVER

F.B.42049

NAIL FLY PT 102 642164.521 1890738.145 51.735

NAIL FLY PT 570 641824.875 1891372.806 62.389

NAIL FLY PT 663 641859.795 1891158.160 64.357

MRCR 88 (MRL SURVEY 2013) 636852.754 1883326.610 47.931 (NAD83(2011) MS.W.-NAVD88)

MRCR 87 (MRL SURVEY 2013) 643680.750 1883944.932 51.376 (NAD83(2011) MS.W.-NAVD88)

DIKE 1L -4+00 (2015) 642021.240 1891405.019 62.744

DIKE 1L -5+00 (2015) 641922.571 1891421.205 64.518

DIKE 1L -6+00 (2015) 641823.907 1891437.388 63.058

DIKE 1L -7+00 (2015) 641725.236 1891453.585 57.269

NAIL FLY PT 101 642233.980 1891412.801 51.123

NAIL FLY PT 795 642038.813 1890898.209 58.989

POINT NORTH EAST ELEV. DESC.POINT NORTH EAST ELEV. DESC.

-6

C

V

V VV V V

V

V

V V

V V V V

VV

V

V

5-10

SCALE: 1" = 100'

200'0 100'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

PLAN

C-501

E

C-501

E

G R

A D

E D

C S

T O

N E

S T

R U

C T

R U

A L A

Z

IM

U T

H L

IN

E C

O N

T O

U R U

P S

T R

E A

M

F

U

S T

R E

A M A

L O

N G

"0

L

IN

E A

R F

O O

T A

P P

R O

X

S T

O N

E T

IK

E T

O N

S P

A C

E L

O N

G

IT

U D

IN

A L P

E A

K

G

A D

E D

C S

T O

N E

S T

R U

C T

R U

A L A

Z

IM

U T

H L

IN

E C

O N

T O

U R U

P S

T R

E A

M

W N

S T

R E

A M A

L O

N G

"0

L

IN

E A

R F

O O

T A

P P

R O

X

S T

O N

E T

IK

E T

O N

S P

A C

E L

O N

G

IT

U D

IN

A L P

E A

K

LIMITS OF STONE DIKE CONSTRUCTION

LINE 350^40'57"

AZIMUTH

STRUCTURE

DIKE 1L -7+00

NEW STRUCTURE AZIMUTH LINE 350^40'57"

CP1 - C/L OF JACKSON POINT DIKE 1L

E C D

IV

IS

IO

N

R

IV

E R S

T A

B

IL

IZ

A T

IO

N S

E C

T

IO

N

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

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D of Engineers

US Army Corps

D E

S

IG

N B

R A

N C

H

W E

E -1

-B -0

W E

E -1

-C -x x x x

M

IS

S

IS

S

IP

P I

R

IV

E R

S T

O N

E D

IK

E C

O N

S T

R U

C T

IO

N

F L

O O

D C

O N

T R

O L

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D T

R

IB

U T

A R

IE

S

M -1

-1

D A

V

ID

L

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

/1

/2

J A

C K

S O

N P

O

IN

T D

IK

E S

M S

R M

.1 -L

A H

P

J U

L Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

-20

-40

-20

-40

-7+00-6+00-5+00-4+00-3+00-2+00-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00

E L E

V A

T

IO

N I

N F

E E

T

N .A .V .D

E L E

V A

T

IO

N I

N F

E E

T

N .A .V .D

5' CROWN WIDTH 27' CROWN WIDTH

TRANS

12' BOTTOM WIDTH

+27 LWRP

+14 LWRP

+8 LWRP

5' CROWN WIDTH

STRUC AZ LINE 10' UPSTREAM OF ORIGINAL STRUC AZ LINE TRANSTRANS

LWRPLWRP

1V ON 20H SLOPE

+40 LWRP

+ 8 LWRP

+ 8 LWRP

BACKFILL

PROFILE

JACKSON POINT DIKE 1 - L

RM 331.4-L, AHP

MAY 2015 SURVEY

NOV 2015 SURVEY

SLOPE

1V ON 1.5

BOTTOM WIDTH

CONSTRUCT 12'

-6

CONSTRUCT 10' CROWN WIDTH

TRANS

TRANS

WIDTH

35' CROWN

CONSTRUCT

WIDTH

48' CROWN

CONSTRUCT

EXISTING CONSTRUCTION

C-501

D

C-501

B

C-501

A

HORIZONTAL SCALE: 1" =100'

VERTICAL SCALE: 1" = 20'

DISTANCE IN FEET FROM STATION -6+40 ALONG NEW STRUCTURE AZIMUTH LINE OF DIKE

SLOPE

1V ON 5H

LEGENDLEGEND

GRADED STONE "A"

TO BE PLACED AT

JACKSON POINT

DIKE NO. 1-L

NOTE:

1. HYDROGRAPHIC SURVEY CONDITIONS

DATED 30 NOV,2 DEC, 2015.

2. SLOPE OF NATURAL REPOSE VARIES FROM

APPROX.1V ON 1.25H TO 1V ON 1.5H.

3. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT

JACKSON POINT DIKE NO. 1-L.

4. SEE SHEET C-501 FOR TYPICAL SECTIONS.

5. CONTOURS SHOWN REFER TO DIST. IN

FEET ABOVE AND BELOW LWRP.

6. HORIZONTAL DATUM USED FOR SURVEY

DATA IS NAD 83 (2011) MS WEST.

7. VERTICAL DATUM USED FOR SURVEY DATA

IS N.A.V.D. 88.

8. ALL AZIMUTHS SHOWN ARE STATE PLANE

(GRID AZIMUTHS). NORTH IS 0° AZIMUTH.

9. FOR CONSTRUCTION LAYOUT PURPOSES,

THE COORDINATES AND ELEVATIONS

SHOWN IN SURVEY TABLES IN THE PLAN

SET…