B3_Amendment 1.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for ITAM SATOC; Fort Polk, Louisiana is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 09 March 2020; at 10:00 A.M.,CST, as previously announced.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.

W9126G20B0027

X 9B. DATED (SEE ITEM 11)

07-Feb-2020

10B. DATED (SEE ITEM 13)

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

27 -Feb-2020

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G20B0027

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G20B0027

1. New Sections - Add the following accompanying new sections, each bearing the notation W9126G20B0027 0001.

FORT POLK (PEASON RIDGE) MILITARY INSTALLATION MAP

FORT POLK MILITARY INSTALLATION MAP

2. Replacement Sections - Replace the following sections with the accompanying new sections of the same number and title, bearing the notation W9126G20B0027 0001

00 21 00 - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

Removing clause of clauses 52.215-20 and 52.215-21.

01 58 00 - PROJECT IDENTIFICATION

Updating the signs attachment at the end of this section.

End of Summary of Changes

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

INSTRUCTIONS TO OFFEROR

SEALED BIDDING

INSTRUCTIONS

1. INQUIRIES

OFFEROR'S QUESTIONS AND COMMENTS

All questions and/or comments are to be submitted via ProjNet.

Bidder Inquiry in ProjNet at http://www.projnet.org/projnet

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

From this page you may view all bidder inquiries or add inquiry.

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

The Solicitation Number is: W9126G20B0027 The Bidder Inquiry Key is: 7K69E2-PUGXI4

Last day to submit ProjNet questions is five (5) calendar days prior to bid closure date in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Standard Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

2. INSTRUCTIONS TO OFFERORS

SPECIAL INSTRUCTIONS PERTAINING TO ELECTRONIC BIDS SUBMISSION (FAR 14.302 & 14.304)

a. All bids and a copy of the SF24 Bid Bond MUST be received electronically via email to paige.e.stone@usace.army.mil no later than 9 March 2020 at 10:00AM (CT). No bids, amendments or bid bonds in Original will be accepted.

b. Electronically submitted offers must be in Adobe PDF format and include a completed SF 1442 (in accordance with FAR 52.214-18), Acknowledgement of all amendments, completed CLIN schedule, and Bid Bond.

c. Offers received will be publicly opened at the following location:

US Army Engineer District, Fort Worth 819 Taylor St, Room Fort Worth, TX 76102 09 March 2020 Time: 14:00 CT Teleconference Number: 888-557-8511 Access Code: 7585345

W9126G20B0027 0001

Security Code: 6957

d. Please note, oral explanations or instructions are not binding. Any information given to an Offeror which impacts the solicitation and/or offer will be given in the form of a written amendment to the solicitation.

e. Original copies of the Bid Bond shall be submitted to the following point of contact two (2) calendar days after the bid due date.

US Army Engineer District, Fort Worth ATTN: Paige Stone 819 Taylor St, Room 2A17 Fort Worth, TX 76102-0300

f. OFFERS BY TELEGRAPH. Offers received by telegraph, modifications thereto, or cancellations of offers WILL NOT be accepted.

g. FACSIMILE OFFERS. Facsimile offers, modifications thereto, or cancellations of offers WILL NOT be accepted.

h. EMAIL. Modifications and cancellations of offers WILL NOT be accepted. Only the electronically submitted bid will be accepted by the Government.

i. RESPONSIBILITY. Award will be made to the lowest, responsible bidder whose bid, conforming to the invitation for bids, will be the most advantageous to the Government. To be determined responsible, the apparent low bidder shall:

(1) Have adequate financial resources to perform the contract, or the ability to obtain them. The contractor will be required to provide the Name of the Financial Institution, POC, and phone number.

(2) Ensure the representations and certifications have been completed in the Online Representation and Certification Application (ORCA) within the System for Award Management (SAM) website, in accordance with FAR 52.204-8. The representations and certifications submitted under this tab and online will be reviewed to ensure the Offeror’s representations are consistent, accurate and in accordance with regualtion.

(3) Have a satisfactory performance record. The contractor shall have no performance annotated with an individual rating of less than SATISFACTORY on any Final Evaluation within five (5) years from the bid opening date.

(4) Have a satisfactory record of integrity and business ethics. Awardee will be required to provide at least three (3) references for like work, to include Business Name, Point of Contact, and telephone number.

(5) Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them (including, as appropriate, such elements as production control procedures, property control systems, quality assurance measures, and safety programs applicable to materials to be produced or services to be performed by the prospective contractor and subcontractors).

Per FAR 9.104-3, acceptable evidence normally consists of a commitment or explicit arrangement that will be in existence at the time of the contract to acquire the needed facilities, equipment, other resources or personnel.

(6) Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them; and

(7) Be otherwise qualified and eligible to receive an award under applicable laws and regulations

j. NOTIFICATION OF UNSUCCESSFUL BIDDERS. All contract award information for this solicitation will be published electronically on beta.SAM at www.beta.sam.gov/ Solicitation Number W9126G20B0027.

Written unsuccessful bidder letters will NOT be issued.

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018 52.204-22 Alternative Line Item Proposal JAN 2017 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017 52.215-20 Requirements for Certified Cost or Pricing Data or

Information Other Than Certified Cost or Pricing Data

OCT 2010

52.215-21 Requirements for Certified Cost or Pricing Data and Data Other Than Certified Cost or Pricing Data -- Modifications

OCT 2010

52.216-27 Single or Multiple Awards OCT 1995 52.217-4 Evaluation Of Options Exercised At The Time Of Contract

Award

JUN 1988

52.217-5 Evaluation Of Options JUL 1990 52.236-28 Preparation of Proposals--Construction OCT 1997

CLAUSES INCORPORATED BY FULL TEXT

52.214-3 AMENDMENTS TO INVITATIONS FOR BIDS (DEC 2016)

(a) If this solicitation is amended, then all terms and conditions which are not modified remain unchanged.

(b) (1) Bidders shall acknowledge receipt of any amendment to this solicitation--

(i) By signing and returning the amendment;

(ii) By identifying the amendment number and date in space provided for this purpose on the form for submitting a bid;

(iii) By letter;

(iv) By facsimile, if facsimile bids are authorized in the solicitation; or

(v) By email, if email bids are authorized in the solicitation.

(2) The Government must receive the acknowledgement by the time and at the place specified for receipt of bids.

(End of provision)

52.214-4 FALSE STATEMENTS IN BIDS (APR 1984)

<am#0001>

<\am#0001>

W9126G20B0027 0001 m2pmjjf9 Cross-Out

Bidders must provide full, accurate, and complete information as required by this solicitation and its attachments.

The penalty for making false statements in bids is prescribed in 18 U.S.C. 1001.

(End of provision)

52.214-5 SUBMISSION OF BIDS (DEC 2016)

(a) Bids and bid modifications shall be submitted in sealed envelopes or packages (unless submitted by electronic means) (1) addressed to the office specified in the solicitation, and (2) showing the time and date specified for receipt, the solicitation number, and the name and address of the bidder.

(b) Bidders using commercial carrier services shall ensure that the bid is addressed and marked on the outermost envelope or wrapper as prescribed in subparagraphs (a)(1) and (2) of this provision when delivered to the office specified in the solicitation.

(c) Facsimile bids, modifications, or withdrawals, will not be considered unless authorized by the solicitation.

(d) Bids submitted by electronic commerce shall be considered only if the electronic commerce method was specifically stipulated or permitted by the solicitation.

52.214-6 EXPLANATION TO PROSPECTIVE BIDDERS (APR 1984)

Any prospective bidder desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must request it in writing soon enough to allow a reply to reach all prospective bidders before the submission of their bids. Oral explanations or instructions given before the award of a contract will not be binding. Any information given a prospective bidder concerning a solicitation will be furnished promptly to all other prospective bidders as an amendment to the solicitation, if that information is necessary in submitting bids or if the lack of it would be prejudicial to other prospective bidders.

52.214-7 LATE SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS (NOV 1999)

(a) Bidders are responsible for submitting bids, and any modifications or withdrawals, so as to reach the Government office designated in the invitation for bids (IFB) by the time specified in the IFB. If no time is specified in the IFB, the time for receipt is 4:30 p.m., local time, for the designated Government office on the date that bids are due.

(b)(1) Any bid, modification, or withdrawal received at the Government office designated in the IFB after the exact time specified for receipt of bids is “late” and will not be considered unless it is received before award is made, the Contracting Officer determines that accepting the late bid would not unduly delay the acquisition; and--

(i) If it was transmitted through an electronic commerce method authorized by the IFB, it was received at the initial point of entry to the Government infrastructure not later than 5:00 p.m. one working day prior to the date specified for receipt of bids; or

(ii) There is acceptable evidence to establish that it was received at the Government installation designated for receipt of bids and was under the Government's control prior to the time set for receipt of bids.

(2) However, a late modification of an otherwise successful bid that makes its terms more favorable to the Government, will be considered at any time it is received and may be accepted.

(c) Acceptable evidence to establish the time of receipt at the Government installation includes the time/date stamp of that installation on the bid wrapper, other documentary evidence of receipt maintained by the installation, or oral testimony or statements of Government personnel.

(d) If an emergency or unanticipated event interrupts normal Government processes so that bids cannot be received at the Government office designated for receipt of bids by the exact time specified in the IFB and urgent Government requirements preclude amendment of the IFB, the time specified for receipt of bids will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which normal Government processes resume.

(e) Bids may be withdrawn by written notice received at any time before the exact time set for receipt of bids. If the IFB authorizes facsimile bids, bids may be withdrawn via facsimile received at any time before the exact time set for receipt of bids, subject to the conditions specified in the provision at 52.214-31, Facsimile Bids. A bid may be withdrawn in person by a bidder or its authorized representative if, before the exact time set for receipt of bids, the identity of the person requesting withdrawal is established and the person signs a receipt for the bid.

(End of provision)

52.214-10 CONTRACT AWARD--SEALED BIDDING (JUL 1990)

(a) The Government will evaluate bids in response to this solicitation without discussions and will award a contract to the responsible bidder whose bid, conforming to the solicitation, will be most advantageous to the Government considering only price and the price-related factors specified elsewhere in the solicitation.

(b) The Government may (1) reject any or all bids, (2) accept other than the lowest bid, and (3) waive informalities or minor irregularities in bids received.

(c) The Government may accept any item or group of items of a bid, unless the bidder qualifies the bid by specific limitations. Unless otherwise provided in the Schedule, bids may be submitted for quantities less than those specified. The Government reserves the right to make an award on any item for a quantity less than the quantity offered, at the unit prices offered, unless the bidder specifies otherwise in the bid.

(d) A written award or acceptance of a bid mailed or otherwise furnished to the successful bidder within the time for acceptance specified in the bid shall result in a binding contract without further action by either party.

(e) The Government may reject a bid as nonresponsive if the prices bid are materially unbalanced between line items or subline items. A bid is materially unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated in relation to cost for other work, and if there is a reasonable doubt that the bid will result in the lowest overall cost to the Government even though it may be the low evaluated bid, or if it is so unbalanced as to be tantamount to allowing an advance payment.

(End of provision)

52.214-18 PREPARATION OF BIDS--CONSTRUCTION (APR 1984)

(a) Bids must be (1) submitted on the forms furnished by the Government or on copies of those forms, and (2) manually signed. The person signing a bid must initial each erasure or change appearing on any bid form.

(b) The bid form may require bidders to submit bid prices for one or more items on various bases, including--

(1) Lump sum bidding;

(2) Alternate prices;

(3) Units of construction; or

(4) Any combination of subparagraphs (1) through (3) above.

(c) If the solicitation requires bidding on all items, failure to do so will disqualify the bid. If bidding on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted.

(d) Alternate bids will not be considered unless this solicitation authorizes their submission.

52.214-19 CONTRACT AWARD--SEALED BIDDING--CONSTRUCTION (AUG 1996)

(a) The Government will evaluate bids in response to this solicitation without discussions and will award a contract to the responsible bidder whose bid, conforming to the solicitation, will be most advantageous to the Government, considering only price and the price-related factors specified elsewhere in the solicitation.

(b) The Government may reject any or all bids, and waive informalities or minor irregularities in bids received.

(c) The Government may accept any item or combination of items, unless doing so is precluded by a restrictive limitation in the solicitation or the bid.

(d) The Government may reject a bid as nonresponsive if the prices bid are materially unbalanced between line items or subline items. A bid is materially unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated in relation to cost for other work, and if there is a reasonable doubt that the bid will result in the lowest overall cost to the Government even though it may be the low evaluated bid, or if it is so unbalanced as to be tantamount to allowing an advance payment.

(End of provison)

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a Firm-Fixed Price, IDIQ Contract with Task Orders contract resulting from this solicitation.

52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT--CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American --Construction Materials” (Federal Acquisition Regulation (FAR) clause 52.225-9).

(b) Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of the clause at FAR 52.225-9 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction material, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(3)(i) of the clause at FAR 52.225-9.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material not listed by the Government in this solicitation in paragraph (b)(2) of the clause at FAR 52.225-9, the offeror also may submit an alternate offer based on use of equivalent domestic construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of the clause at FAR 52.225-9 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of the clause at FAR 52.225-9 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic construction material, and the offeror shall be required to furnish such domestic construction material. An offer based on use of the foreign construction material for which an exception was requested--

(i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States.

The Contracting Officer will return bid guarantees, other than bid bonds, (1) to unsuccessful bidders as soon as practicable after the opening of bids, and (2) to the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.-

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $3M whichever is less.-

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.-

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

(End of provision)

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

Contracting Officer US Army Corps of Engineers, Fort Worth District Attn: CESWF-CT, John H. Rodgers 819 Taylor Street/ PO Box 17300 Fort Worth, TX 76102

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit will be scheduled for task orders as required.

(End of provision)

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

http://www.acquisition.gov/

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (APR 1984)

(a) The use in this solicitation of any Federal Acquisition Regulation (48 CFR Chapter 1) provision with an authorized deviation is indicated by the addition of"(DEVIATION)" after the date of the provision.

(b) The use in this solicitation of any DFARS (48 CFR Chapter 2) provision with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

Fort Polk PO FY19 ITAM SATOC FP19IS

SECTION 01 58 00

PROJECT IDENTIFICATION

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings preliminary drawing indicating layout and text content

Sign Legend Orders

1.3 PROJECT SIGN

1.3.1 Construction Project Signs

Furnish the construction project sign package, maintain the signs during construction, and remove the signs from the job site upon completion of the project. The construction project sign package consists of two signs:

one for project identification and the other to show the on-the-job safety performance of the contractor. The package shall conform to the requirements of EP 310-1-6a and EP 310-1-6b , specifically Section 16.

Submit the sign legend orders as described in Section 16 of EP 310-1-6a prior to erecting the signs.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 58 00 Page 1

CONSTRUCTION SIGN SCHEDULE

m2ecanet Text Box Fort Worth District

EP 310-1-6a 01 Jun 06

Each contractor’s safety record is to be posted on Corps managed or supervised construction projects and mounted with the Construction Project Identification sign specified on page 16-2.

The graphic format, color, size and type-faces used on the sign are to be repro-duced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend groups 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety perfor-mance record.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

Legend Group 1: Standard two-line title “Safety is a Job Requirement” with 8” (outside diameter) Safety Green first aid logo.

Color: To match Pantone system 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 3: One- to two-line identifica-tion: name of prime contractor and city, state address. Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 4: Standard safety record captions as shown.

Color: Black Typeface: 1.25” Helvetica Regular

Replaceable numbers are to be mounted on white .060 aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5" x 4.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter- and word-spacing to follow Corps standards as specified in Appendix D.

3” 33.030” eq. 8” eq.

6”

4.5”

10.5”

2.25” 3”

2.25” 3”

4.875”

4.875”

6.75”

4.875” .75” 4.875”

4.5” 3”

3” 42” 3”

Sign Legend Panel Type Size (A) Size

CID-02 various 4’x4’

Post Specification Mounting Size Code Height

4”x4” HDO-3 48”

Color Bkg/Lgd

WH/BK-SG

2.25” 2.25” 2.25” 2.25”

.75”

3”

.75” 16-3

Safety Performance Sign

EP 310-1-6a 01 Jun 06

Fabrication and Mounting Guidelines

All Construction Project Identification signs and Safety Performance signs are to be fabricated and installed as de-scribed below. The signs are to be erected at a location designated by the contracting officer representative and shall conform to the size, format, and typographic standards shown on pages16-2 and 16-3. Detailed specifica-tions for HDO plywood panel preparation are provided in Appendix B.

Shown below the mounting diagram is a panel layout grid with spaces provided for project information. Photocopy this page and use as a worksheet when preparing sign legend orders.

For additional information on the proper method to prepare sign panel graphics, contact the district Sign Program Manager.

The sign panels are to be fabricated from .75" High Density Overlay Plywood. Panel preparation to follow HDO specifications provided in Appendix B.

Sign graphics to be prepared on a white nonreflective vinyl film with positionable adhesive backing.

All graphics except for the Communication Red background with Corps Signature on the project sign are to be die-cut or computer-cut nonreflective vinyl, prespaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on pages 16-2 and 16-3.

The 2’x 4’ Communication Red panel (to match Pantone system 032) with full Corps Signa-ture (reverse version) is to be screen-printed on the white background. Identification of the district or division may be applied under the signature with white cut vinyl letters prepared to Corps standards.

Drill and insert six (6) .375" T-nuts from the front face of the HDO sign panel. Position holes as shown. Flange of T-nut to be flush with sign face.

Apply graphic panel to prepared HDO plywood panel following manufacturers’ instructions.

Sign uprights to be structural grade 4" x 4" treated Douglas Fir or Southern Yellow Pine, No.1 or better. Post to be 12' long. Drill six (6) .375" mounting holes in uprights to align with T-nuts in sign panel. Countersink (.5") back of hole to accept socket head cap screw (4" x .375").

Assemble sign panel and uprights. Imbed assembled sign panel and uprights in 4' hole.

Local soil conditions and/or wind loading may require bolting additional 2" x 4" struts on inside face of uprights to reinforce installation as shown.

Construction Project Identification Sign Legend Group 1: Corps Relationship 1.

2.

Legend Group 2: Division/District Name 1.

2.

Legend Group 3: Project Title 1.

2.

3.

Legend Group 4: Facility Name 1.

2.

Legend Group 5: Contractor/A&E 1.

2.

3.

4.

5.

Safety Performance Sign Legend Group 2: Project Title 1.

2.

Legend Group 3: Contractor/A&E 1.

2.

Legend Group 2a: Military/Civil Works Sponsor 1.

2.

Legend Group 5b: Contractor/A&E 1.

2.

3.

4.

5.

16-4

48”

48”

18”

Un de rgr ou nd pip elin e

C-1 FIREBREAK RD

Blue Lick Branch

LOTUS RED DIRT GORUM RD

TRAM RD

PERIMETER RD

Martin Cre ek

PERIMETER RD

We st

Anacoco Cree k

RO C

AAR

RESTRICTED AREA

PEASON RIDGE

EHA

Bull Bay Branch

BA

YO

U RD

BAYOU RD

BAYOU RD

TIG

ER

FIR

EB

REAK (301)

FIREBREAK320

MIKE

FIREBREAK

Smith V illage

McGinnis V illage

RIDGE RD

SA

BIN

E P

AR

ISH

NA

TC

HIT

OC

HE

S P

AR

ISH

Underground pipeline

RESTRICTED AREA

W ILDLIFE P RESERV E

RED DIRT NAT IO NAL W ILDLIFE MANAGEMENT AREA

KISAT CH IE NAT IO NAL FO REST

AD

DISON RD

To ro

Creek

Lic k B ran ch

Frazier Lake

OLD MANY PEASON RD

MIDDLE CREEK RD

Black land Branch

C-1

FIR

EBR E AK

RD

Mil l C ree k

Bellwood Branch

Clear Branch

Kisatchie

Bayou Beasley Spring

Red Creek

Pole Creek

FIREBREAK RD 321

St eep Branch

Horsehead Creek

FIREBREAK

RD

Wolf Branch

FIREBREAK 3 07

Hannah Spring

Key Branch

BAYOU RD

Saddle Branch

Tig erB ran ch

FIR

EB

RE

AK

C-3 FI REBREAK

RDC-

2 F

IR

EB

RE

AK

RD

AS

H POND RD

Mill Creek Clear Branch

PLAINVIEW

RD

Reservoir

PEASON DIR T RD

H aynes V illage

Lon g Branc h

Lyles Creek

Cane y Branch

AIRHART FIREB R EAK RD

Mink

Bayou L'Ivrogne

Little

Bay ou

Pie rre NATIONALFOREST

Devil Swamp

NAT CH IT O CH ES P ARISH

V ERNO N P ARISH

Spring Branch

Moss Branch

Big Bra nch

KU

RT

HW

OOD F I

RE

BR

EA

K RD

Sul ph ur Bra nch

ROCK QUARRY RD

PE

RIM

ET

ER

RD

RO

CK

QUA

RR

Y R D

HAY

NES

SETTL

EMENT RD

Walker Branch

Big B ran ch

Merrill V illage

DOWDEN CREEK RD

CO

LD

SP

RIN

GS

RD

Baygall Branch

Blackjack Branch

Mayhaw Branch

Indian Branc h

Brush Creek

Buck Branch Allen Branch

Buck Branch

Mill Creek

Alligator Branch

Bell Branch

Eas t Fo rk P rair ie Creek

We stF ork Pra i ri e Cre e k

Tw inB ran ch

KANSAS CITY SOUTHERN

An aco co Cre ek

Big Branch

West

Elder Branch

Little Sandy Branch

T ower (88)

Pra irie

Cre ek

Indian Creek

Menace Creek

Ca n e yB ran ch

MimsCreek

Cypress Creek

Big Branch

Boone Creek

Franklin Branch

Levee

Reservoirs

VERNON LAKE

Lewis and Killian Lake

KANSAS CITY SOUTHERN

Prairie Creek BELLVIEW LOOP RD

Big Bra nch Pa rme r C ree k

Bur ton

Cre ek

Dog Bran ch

ROAD ON LEVEE

Oil Well

Reservoir

Transformer yard

Silo

Athletic field

Quarry

NAT CH IT O CH ES P ARISH

V ERNO N P ARISHV ERNO N P ARISH

SABINE P ARISH

Underground pipeline

Underground pipeline

Goodson

Creek

Hornbeck

4 LANES

4 LANES

IMPACTBUFFER

COLD SPRINGS

KURTHWOOD

SIMPSON

IMPACT BUFFER IMPACT BUFFER

RESTRICTED AREA

Steep Hill Ck

Sand Branch

Rocky Branch

Little Kisatchie Bayou

Dowden Creek

T ower (110)

Tower (61)

Tower (93)

Tower (146)

Tower (96)

MARSHALL RD

CALCASIEU LOOP

Mount Carmel

P eason

Coburn Middle

Creek

T ower (101)

SADDLE BR RD

Kisatch ie

Odom Ck

T ower (61)

118.5

Little Sandy Creek

Lotus

W ILDLIFEP RESERV E

SANDY FIREBREAK RD

Middle Br

MARSHALL RD

H utton

Fish erville Alco

Dusenberry

100.7 Kurth wood

T owers (82)

Tower (61)

Peason Airfield Hard pack dirt

AVELLINO

DZ

T ower (61)

Towers (97)

Tower (61)

Tower (61)

Tower (61)

Ade Branch

Anacoco

PRAIR I

E

CK

RD

Simpson

T ower (107)

Mayo

Slagle

BIG SA

ND

H IL

L R

D

Martin

Cree k

112.1

113.8

Tower (53)

Tower (66)

Martin

Cree k

100100

111.3

112.2

Squirrel Bran ch

1 0 0

Mill Creek

EA

ST

TR

AM

RD

OP

PEASON

139.4

Mt Carmel Baptist Ch

Century Ch

JOR

DA

N CR

OS

SIN

G RD

114.9

P lainview Baptist Ch P lainview Sch

T oro Ch

U nion Grove Ch

123.8

125.5

Tower (95)

Mitch ell Ch

142 128

Bonnie Ch apel

117.2

Antioch Ch

T ower (107)

135.3

Sunny H ill Ch

Kisatc hie Bayou

Kisatchie Bayou

Kisatchie Bayou

PIT RD

Calcasieu River Calcasieu River

90.9

HORSE'S HEAD

SPECIAL LIMITED

USE AREA

Gravel Pit

Kisatch ie Lookout

O wers V illage

Spears Settlement

OP3

LZ201

LZ200

LZ202

LZ203

8P

1P

6P 5P

7P

MFP1

MFP1B

MFP10

4P

MFP2

T ower (129)

Tower (61)

U nited P entecostal Ch

P eason Ch

Kurth wood Ch

H olly Grove Ch

Slagle Baptist Ch

Silver Creek Ch

U nion Grove Ch

P ruitts Ch apel

New H ope Sch (H istoric)

P leasant V iew Ch

Kurth wood Fire T ower

W ater T ower

T ower

T ower

T ower

P ylon

O il W ell

P eason Lookout T ower

Comrad e Creek

Calcasieu Rive r

Comrade Creek

Bay ou

L'Iv rog ne

Re aug aull e C ree k

Tiger Creek

Kib Bay ou

Elm Bayou

Calcasieu River

Lon eS tar Branch

Pate Creek

SwenleyBranch

Dry For k

Parmer Creek

Ea stA nac oco

Creek

CypressBranch

W olf P rong Branch

Bayou L'Ivrogne

Midd le Creek

Middle C reek

Sheard Branch

Dr y Creek

Comrad eCreek

Cem

Cem

Cem

Cem

Cem

Cem

103104

120.2

116.5

96.5

116.5

90.5

117.1

124.1

110.5

123.2

128.8

132.5

127.5

114.7

114 116

112.9

117.1

102 103

85 110

63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99

63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99

MCINNI SR D

RAYFORD W RD

WATERHOLE RD

DR

Y F

OR

K R

D

HU

NT

CE

ME

TER

Y RD

AIRSTRIP RD

PENN LEONARD RD

BEN

WEST

RD

DU

FF

Y M

CIN

NIS

RD

VAN WEST RD

DUSENBURY RD

GRANT RD

HUTTON RD

SAGEBRUSH RD

CA

LC

AS

IEU

LO

OP

EDWARD LOOP

HAYM

ON ROAD

KURTHWOOD FIRE TOWER RD

YELLOW BRICK RD

FORT POLK (PEASON RIDGE) MILITARY INSTALLATION MAP V785S EDITION 6-SRP

P repared and publish ed by th e U .S. Army Sustainable Range P rogram

FORT POLK (PEASON RIDGE) MILITARY INSTALLATION MAP

WGS 84

MAP INFO RMAT IO N AS O F 2019

LOUISIANA 1:50,000 WGS 84

5% 2.9°

6% 3.4° 7% 4.0°

8% 4.6°

9% 5.1°

10% 5.7°

11% 6.3°

12% 6.8°

13% 7.4°

14% 8.0°

15% 8.5°

SLOPE GUIDE

P ERCENTAGE DEGREE

A B C

AB–— H O RIZO NT AL DISTANCE BET W EEN CO NT O U RS

AC–— H O RIZO NT AL DISTANCE BET W EEN INDEX CO NT O U RS

CONVERSION GRAPH

Meters Feet (1 meter 3.28 feet)

U SERS SH O U LD REFER CO RRECT IO NS, ADDIT IO NS, AND CO MMENT S

T O T H E INSTALLAT IO N SRP GIS (RANGE O P ERAT IO NS) O FFICE

337-531-5247 or DSN 863-5247

© CO P YRIGH T 2019 BY T H E U NIT ED STAT ES GO V ERNMENT

NO CO P YRIGH T CLAIMED U NDER T IT LE 17 U .S.C.

462000m.E

3452000m.N

05'10'15'20'93°23'56.1"

15'

20'

25'

93°23'58.4" 31°29'45.1"

20' 15' 10' 05'

ÓÓÓÓ

ÓÓÓÓ

ÓÓÓÓ

92°59'58.5" 31°29'44.7"

15'

20'

25'

EDIT IO N 6-SRP SERIES V785S SH EET POLKPRMIM

TR

UE

N

OR

TH

GN

GRID CO NV ERGENCE

0° 6' (2 MILS)

FO R CENT ER O F SH EET

GRID NO RT H

Ù

G-M ANGLE

1.1° (19 MILS)

MA

GN

ET

IC

NO

RT

H

T O CO NV ERT A

MAGNET IC AZIMU T H

T O A GRID AZIMU T H

ADD G-M ANGLE

T O CO NV ERT A

GRID AZIMU T H T O A

MAGNET IC AZIMU T H

SU BT RACT G-M ANGLE

V 785S V 785

V 785S

FT P O LKMIM

P O LKP RMIM

73454 73451 74454

73463 74463

73462

73464 7446473461

73473 7447373472

MILITARY OVERPRINT INFORMATION AS OF 01-19

MILITARY LEGEND

DROP ZONE

FIRING RANGE

IMPACT AREA (DUDDED)

CANTONMENT

FIRING POINT (ARTILLERY / MORTAR)ÓS

AVELLINO DZ

TRAINING AREA BOUNDARY

OBSERVATION POINTB(

TANK TRAIL

TRAINING SITE

OFF LIMITS

SIMPSON

'102

LOW WATER CROSSING/

³³

LANDING ZONE0$

AMMUNITION STORAGE AREA!FASP

ACCESS CONTROL POINT®|

SUBSIDIARY TRAINING AREA2

RESTRICTED AREA BOUNDARY

Range Control Contact: (337) 531-5445 / 5239

TRAINING SITES

LANDING ZONES / HELIPADS

31° 21' 40.4" N 93° 19' 55.9" W 31° 21' 03.3" N 93° 10' 21.8" W 31° 29' 09.8" N 93° 11' 10.4" W 31° 27' 34.7" N 93° 11' 59.3" W

T rench 76426996 T rench 79017076 Reh earsal Site 80596801 Reh earsal Site 81596781

111 JCO P 72657185

LZ200

LZ201

LZ202

LZ203

H ospital Site Reh earsal Site Reh earsal Site Reh earsal Site Reh earsal Site T rench

H LZ 1

LF T O C

O ld P it Bull Nettle

68406968 83566852 81028056 82318349

70167431 69046973 69456964 68486596 73277412 74047034

LIMITED DISTRIBUTION

Distribution authorized to DOD, IAW 10 U.S.C. §§ 130 & 455. Release authorized to U.S.DoD contractors, IAW 48 C.F.R. § 252.245-7000.

Destroy IAW DODD 5030.59. Removal of this caveat is prohibited.

CONTOUR INTERVAL 10 METERS

ELEVATIONS IN METERS

SCALE 1:50,000

Kilometers1000 0 1 2 3 4 5500Meters

Statute Miles1 0 1 2 31/2 Nautical Miles1 0 1 2 31/2

W O RLD GEO DET IC SYST EM 1984

P U BLISH ED BY U .S. ARMY SU STAINABLE RANGE P RO GRAM

ELLIP SO ID

GRID

P RO JECT IO N

V ERT ICAL DAT U M

H O RIZO NT AL DAT U M

W O RLD GEO DET IC SYST EM 1984

1000 MET ER U T M ZO NE 15N

T RANSV ERSE MERCAT O R

MEAN SEA LEV EL

31°11'47.3" 93°00'04.0"

31°11'47.3"

SAMP LE 1,000 MET ER GRID SQ U ARE

80 81 x SAMP LE

P O INT

100,000 M. SQ U ARE IDENT IFICAT IO N

V Q

GRID ZO NE DESIGNAT IO N

15R

100 MET ER REFERENCE

1.

2.

Read large numbers labeling th e V ERT ICAL grid line left of point and estimate tenth s (100 meters) from grid line to

Read large numbers labeling th e H O RIZO NT AL grid line below point and estimate tenth s (100 meters) from grid line to point. 80 3 point. 67 6

W H EN REP O RT ING ACRO SS A 100,000 MET ER LINE, P REFIX

T H E 100,000 MET ER SQ U ARE IDENT IFICAT IO N IN W H ICH T H E

W H EN REP O RT ING O U T SIDE T H E GRID ZO NE DESIGNAT IO N

Ex ample: 803676

P O INT LIES.

Ex ample: V Q 803676

AREA. P REFIX T H E GRID ZO NE DESIGNAT IO N.

Ex ample: 15RV Q 803676

ADJOINING SHEETS

Sh eet FO RT P O LK (P EASO N RIDGE) falls with in NH 15-2, 1501A, 1:250,000.

For index purposes only - not necessarily an indication of publish ed maps.

D

D

D

D

D

D

D

D

D

D

145 101

ELEVATION GUIDE

Sabine P arish

Natch itoch es P arish

V ernon P arish

FO RT P O LK

Rapides P arishP EASO N RIDGE

BOUNDARIES

Boundary representation is not necessarily auth oritative.

70 80 904 4 4

Hig h

Me diu m Lo w

REGULATED AIRSPACE

R-3804B R-3804A R-3804C

R-3803A R-3803B

NOTES

T H IS MAP MAY NO T MEET NGA T O P O GRAP H IC LINE MAP P RO DU CT IO N SP ECIFICAT IO NS.

T H E MILITARY RESERV AT IO N BO U NDARY SH O U LD NO T BE CO NSIDERED AU T H O RITAT IV E.

T H ERE MAY BE P RIV AT E INH O LDINGS W IT H IN T H E BO U NDARIES O F T H E NAT IO NAL O R STAT E

RESERV AT IO NS SH O W N O N T H IS MAP.

A LANE O N T H IS MAP IS CO NSIDERED T O BE AT LEAST 2.5 MET ERS (8.2 FEET ) W IDE.

RO AD CLASSIFICAT IO N SH O U LD BE REFERRED T O W IT H CAU T IO N.

CAU T IO N: NO T ALL CO MMU NICAT IO N AND P O W ER DIST RIBU T IO N LINES ARE SH O W N.

T H E NO RMAL RAILW AY GAU GE IS 1.44 MET ERS (4' 8.5").

LEGEND

RO ADS

BO U NDARIES

P O P U LAT ED P LACES

RAILW AYS

CU LT U RAL FEAT U RES

Route markers:

Interstate; National; Local

All weath er, loose surface Fair weath er, loose surface

Normal gauge 1.067m Single track Multiple track (3'6")

All weath er, h ard surface

T rail

First-order: State

Military installation

!(10¡¢11

Building: point, surface %

Built-up areas: Dense

Sparse or moderate

International

T ower / Located O bject

CD

i

Divided h igh way with median

BRIDGES

Road; Railway

P ipeline: Surface; U nderground

V ERT ICAL O BST RU CT IO NS (V O ) (≥46m)

Single GroupElevation of obstruction top above sea level Elevation of obstruction top above ground level

(89) k

V EGET AT IO N

Forest: Deciduous;

Evergreen; Mix ed U nknown; Scattered trees Brush / T h icket;

O rch ard; V ineyard

H YDRO GRAP H Y FEAT U RES

Land subject to inundation; Bog / Marsh

Spot elevation:

H igh est; Normal

Elevation contour:

Index; Non-index

H Y P SO GRAP H IC FEAT U RES

D117

Survey point:

Geodetic; Bench mark

D145Ch urch , ch ristian; Sch ool; H ospital 0 .

Miine: active; abandoned ! !G

CABLES (<46m) P ower transmission line #

AERO NAU T ICAL FEAT U RES

Airfield, Runway H elipad: Non-h ospital; H ospital h

P erennial Intermittent/ Dry

Less th an 25m wide

Lakes and Inland waterbodies: Natural sh oreline

Second-order: County

25m wide or more

4 LANES

Streams and rivers:

MIL RES

Ã23 D

BM 123.2

Cemetery ü

¦¥59

REST RICT ED AIRSPACE FO RT P O LK

R-3804A SU RFACE T O FL 180

R-3804B SU RFACE T O BU T NO T INCLU DING 10,000 FEET MSL

R-3804C FL 180 T O BU T NO T INCLU DING FL 350

REST RICT ED AIRSPACE P EASO N RIDGE

R-3803A SU RFACE T O FL 180

R-3803B FL 180 T O BU T NO T INCLU DING FL 350

LOUISIANA 1:50,000 WGS 84

INT ENSIV E U SE AREA

Pipeline

ASP

Kisatch ie National Forest

Maddox Homestead

TA 4

Vincent Creek

RD

WHISKEY CHITTO RD

W arrior H ills Golf Course

V A Clinic

SLAGLE

MILL CREEK

BIG CREEK

SIX MILE CREEK

FULLERTON

RUSTVILLE

PITKIN

CRAVENS

BIRDS

CREEK

JOHNSONVILLE

ROSEPINE

MARLOW

FLATWOODS

PROVIDENCE

CASTOR

ZION HILLS

Jetertown

Huffton

Khushal Marjani

YoungstownJeane Junction

Armor Lake

Infantry Lake

Engineer Lake

Alligator Lake

Artillery Lake

Fullerton Lake

T ower (82)

U S FO REST SERV ICE LIMIT ED U SE AREAP rovidence Ch

TIger Ck

W isby Memorial Ch

Sugrue

T ower (149)

Tower (104)

Tower (83)

Tower (104)

Birds Creek

LZ 3 Fullerton

T ower (97)

HOLLY SPRINGS RD

WARRIOR

DZ

Self Airfield Hard pack dirt

T ower (66)

Tower (61)

Douglas Mem Ch

T ower (59)

135 133

SHUGHART-

GORDON

H icks H SW ater T ower

Geronimo Airfield Hard pack dirt

W ater T ower

Mt Beth el Ch

T ower (78)

Castor Ch

H ammock Ch

104.8Tower (61)

DO2

Liberty Creek

T ower (70)

RESTRICTED AREA

RESTRICTED AREA

IMP

AC

TB

UF

FE

R

IMPACTBUFFER

W ater T ower

GERONIMO DZ

U .S. FO REST SERV ICE INT ENSIV E U SE AREA

LOOKOUT RD

92 BIR

DS

CR

EEK

RD

100100

East Fork Sixmile Ck

OP 33

R33 OP

700 RD

T ower (61)

INT

EN

SIV

EU

SE

AR

EA

4 LANES

YOUNGSTOWN RD

4 LANES

Drakes Creek

Whiskey Chitto Creek

Whiskey Chitto Creek

Big Bra nch

Bundick Creek

Alle n B ran ch

Cle ar C ree k

Slaughter Br

B ig B r anc h

West Branch Black Ck

East Fork Sixmi le Creek

West Fork Sixmile Creek

Bru shy

Cre ek

Pitkin

INT ENSIV E U SE AREA

Dry Creek

Lacamp Ch of God

Leesville

RAZORBACK RD

ART ILL

ER

Y R

D

DUGOUTRD

ARTILLERY RD

TARGET RD

Hicks

ARTILLERY RD

Leander

Cora

MADDOX RD

JET

ERTOWN CUTOFF

JETERTOWN RD

JETERTOWN RD

FUL

LER

TON RD

SIXMILE CREEKRD

LO

OK

OU

T RD

LOOKOUT RD

HOLLY SPRINGS RD

B IVOUACRD

DUGOU T RD

SUGARTOWN RD

MILL CREEK RD

DRAKES CREEK RD

LOOK O UT RD

LOUISIANA AVE

CH

AFF

EE

RD

SMITH VILLA LOOP

JOH

NS

ON

RD

(PA

R 4

65)

Cravens

IR O

NB

RID

G E

RD

V O R

CASTOR TVOR RD

LZ 16

E. BOUNDARY RD

Big Creek

Jackson Branch

Rocky Branch

Ca lho un Bra nch

Mill Cre ek

Cowpen Bra nch

F lagg Li ck

Soap stone Cr eek

Co on

Bra nch

Parmer Cree k

MapleBranch

Cooper Ck

Bo ggy Branch

Tighteye Creek

Big Creek

Turkey Creek

Tenmile Cre ek

Ste ep

Gull y

West F ork Sixmile Creek

Bay ou Zou rie

Little Sixmile C reek

Little Brushy Creek

T hompson Branch

Birds Creek

Flo ctaw

Cr e ek

Bird s Cre ek

Sixmile Creek

Big Brushy Creek

Mount Mariah Ch

U pper Mount Mariah Ch

O ak Grove Ch

Mount O live Ch

Marlow Ch

Flactor Ch

Fullerton Ch

Ch urch

P ine Grove Ch

Gravel H ill Ch

W alnut H ill Ch

Lone Star Ch

Sch

Diamond Ch

Mount Beural Ch

East Leesville Ch

P ine Island Ch

Sch Leesville H S

92 60

126111

43 52

11496 6

3 5

Polk Army Airfield Hard surface

CACTF

11C 1111B

33D

23B

16A

EOD

05A 07A

ERDC TEST

FACILITY

33 31

1923A

16B

08A

T owers (82)

Towers (76)

Tower (107)

Tower (78)

Tower (130)

Tower (61)

Tower (73)

Tower (82)

Tower (91)

Tower (92)

Tower (126)

Tower (49)

Tower (96)

Tower (52)

Tower (91)

Tower (104)

Tower (61)

Tower (61)

Tower (61)

Tower (61)

Tower (91)

Tower (61)

Tower (61)

Tower (61)

Tower (61)

Tower (97)

Tower (97)

Tower (49)

Tower (105)

Tower (85)

Tower (94)

Tower (152)

Tower (58)

Tower (89)

Tower (107)

Tower (107)

Tower (49)

LZ 14

LZ 2

LZ 15

LZ 10

LZ 7

LZ 11

LZ 9

LZ 8

LZ 6

LZ 13

LZ 1

LZ 12

LZ 20

LZ 18

LZ 4

LZ 5

LZ 17

LZ 19

TAC 1C

RADAR

W ater T ower

W ater T ower

RADAR

W ater T ower

W ater T ower

T ank

T ower

T ower

T ower

Bridge

T ower

T ower

T ank

T ower

51.9

BERRY

DZ

HONOR

DZ

HIDE

AWAY

DZ

REDLEG IMPACT AREA

Cem

Cem

Cem

Cem

Cem Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem

Cem Cem

Cem

Cem

Cem

Cem

Cem

Cem

706 RD

AR

TIL

LE

RY

LAK

E R

D YOUNGSTOWNCUTOFF

JEA

NE R

D

SAND RD

MOSS HILL

CR

YE

R R D

JOE BOB RD

RIDGELI NERD

816 RD

HIL

L1

RD

N 43 ROAD

DUGOUT 7 RD

MCCANN PARKWAY

BR

AC

K R D

BROWN RD

EOD BYPASS

SWAIN RD

101127.2

101.1

86.8

102.8

114.8

117.3

86.5

90.2

98.6

75.8

86.6

71.4

82.2

66.177.1

70.2

70.2

52.5

73.3

91.7

93.894

115109

86.5

97.8

96.3

108.2

109 110.8

81.4

65.6

110.1

89.2

103 133

120.3

105.9

105.8

28 8

36 37

11 12

18 25

74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15

74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15

FORT POLK MILITARY INSTALLATION MAP V785S EDITION 5-SRP

P repared and publish ed by th e U .S. Army Sustainable Range P rogram

FORT POLK MILITARY INSTALLATION MAP

VQ WQ

Pipeline

VQ WQ

CONVERSION GRAPH

Meters Feet (1 meter 3.28 feet)

5% 2.9°

6% 3.4° 7% 4.0° 8% 4.6° 9% 5.1° 10% 5.7° 11% 6.3° 12% 6.8° 13% 7.4° 14% 8.0° 15% 8.5°

SLOPE GUIDE

P ERCENTAGE DEGREE

A B C

AB–— H O RIZO NTAL DISTANCE BET W EEN CO NT O U RS

AC–— H O RIZO NTAL DISTANCE BET W EEN INDEX CO NT O U RS

MILITARY OVERPRINT INFORMATION AS OF 11-2018

MILITARY LEGEND

TR

UE

N

OR

TH

GN

GRID CO NV ERGENCE

0° 3' (1 MILS)

FO R CENT ER O F SH EET

GRID NORTH

Ù

G-M ANGLE

1.1° (19 MILS)

MA

GN

ET

IC

NO

RT

H

T O CO NV ERT A

MAGNET IC AZIMU T H

T O A GRID AZIMU T H

ADD G-M ANGLE

T O CO NV ERT A

GRID AZIMU T H T O A

MAGNET IC AZIMU T H

SU BT RACT G-M ANGLE

CONTOUR INTERVAL 10 METERS

ELEVATIONS IN METERS

SCALE 1:50,000

Kilometers1000 0 1 2 3 4 5500Meters

Statute Miles1 0 1 2 31/2 Nautical Miles1 0 1 2 31/2

SAMPLE 1,000 METER GRID SQUARE

93 94 x Sample point

100,000 M. SQUARE IDENTIFICATION

5 00

VQ WQ

GRID ZONE DESIGNATION

15R

100 METER REFERENCE

1.Read large numbers labeling the VERTICAL grid line left of point and estimate tenths (100 meters) from grid line to point. 93 3

2.Read large numbers labeling the HORIZONTAL grid line below point and estimate tenths (100 meters) from grid line to point. 21 6

Example: 933216

WHEN REPORTING ACROSS A 100,000 METER LINE, PREFIX

THE 100,000 METER SQUARE IDENTIFICATION IN WHICH THE

POINT LIES.

Example: VQ933216

WHEN REPORTING OUTSIDE THE GRID ZONE DESIGNATION

AREA. PREFIX THE GRID ZONE DESIGNATION.

Example: 15RVQ933216

LIMITED DISTRIBUTION

Distribution authorized to DOD, IAW 10 U.S.C. §§ 130 & 455. Release authorized to U.S.DoD contractors, IAW 48 C.F.R. § 252.245-7000.

Destroy IAW DODD 5030.59. Removal of this caveat is prohibited.

© CO P YRIGH T 2018 BY T H E U NIT ED STAT ES GO V ERNMENT

NO CO P YRIGH T CLAIMED U NDER T IT LE 17 U .S.C.

U SERS SH O U LD REFER CO RRECT IO NS, ADDIT IO NS, AND CO MMENT S T O T H E INSTALLAT IO N SRP GIS (RANGE O P ERAT IO NS) O FFICE 337-531-5247 or DSN 863-5247

W O RLD GEO DET IC SYST EM 1984

P U BLISH ED BY U .S. ARMY SU STAINABLE RANGE P RO GRAM

W O RLD GEO DET IC SYST EM 1984

1000 MET ER U T M ZO NE 15

T RANSV ERSE MERCAT O R

MEAN SEA LEV EL

ELLIP SO ID

GRID

P RO JECT IO N

V ERT ICAL DAT U M

H O RIZO NTAL DAT U M

SERIES V785S SH EET FTPOLKMIMEDIT IO N 5-SRP

Ó Ó Ó Ó Ó

Ó Ó Ó Ó Ó

Ó Ó Ó Ó Ó