RFQ 2026-03-AP Packet.pdf

PDF 13 MB Posted Jul 3, 2026

Attached to: Design, Engineering And Construction Inspection Of Municipal Airport Hangars 26-30 Development Project
Solicitation number: 2026-03-AP
Issued by: Walton County, Florida

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Written by GovTribe AI · Jul 7, 2026

This is a Request for Qualifications (RFQ) packet issued by the City of DeFuniak Springs, Florida, soliciting professional engineering services for the design, engineering, and construction inspection of the Municipal Airport Hangars 26-30 Development Project. The City seeks qualifications from engineering firms licensed to practice in the State of Florida to provide comprehensive professional engineering services related to the design, engineering, and construction inspection phases of the project, along with all related components and deliverables. The RFQ packet contains evaluation criteria, submission requirements, and detailed instructions for interested firms to submit their qualifications demonstrating experience, expertise, and capability to execute this municipal airport development project.

The solicitation establishes specific submission procedures and evaluation standards for selecting the most qualified engineering firm to undertake this airport infrastructure development initiative. Key details regarding pricing structures, contract terms, project timeline, site visit opportunities, and any mandatory pre-submission meetings or conferences are contained within the RFQ packet documentation. The City will evaluate submitted qualifications based on established criteria to determine the firm best positioned to deliver the required design, engineering, and construction inspection services for the Hangars 26-30 Development Project at the municipal airport facility.

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CITY COUNCIL OF THE

CITY OF DEFUNIAK SPRINGS, FLORIDA

REQUEST FOR QUALIFICATIONS

For

DESIGN, ENGINEERING, AND CONSTRUCTION

INSPECTION OF MUNICIPAL AIRPORT HANGARS 26-30

DEVELOPMENT PROJECT

RFQ NO: 2026-03-AP

RFQ DEADLINE: August 4, 2026 no later than 2:00PM (local time) and will open immediately thereafter.

LATE SUBMITTALS RECEIVED AFTER THE FOREMENTIONED DEADLINE DATE, EITHER BY MAIL OR OTHERWISE, WILL NOT BE CONSIDERED AND RETURNED UNOPENED. THE TIME OF RECEIPT WILL BE

DETERMINED BY THE TIME RECEIVED IN THE PURCHASING AGENT’S OFFICE. IT IS THE SOLE

RESPONSIBILITY OF THE FIRM FOR ASSURING THAT THE RFQ IS RECEIVED IN THE PURCHASING OFFICE BY THE DESIGNATED DATE AND TIME. NO FAXED, ELECTRONIC, OR ORAL RFQ WILL BE

ACCEPTED.

OUR AREA IS NOT A DESIGNATED OVERNIGHT FED EX DELIVERY. [NOTE ANY OFFICE CLOSURES]

BIDDER IS RESPONSIBLE FOR THE DELIVERY OF ITS SUBMITTAL. OUR OFFICE.

To be considered, Firm/Team must submit one (1) original on thumb drive along with one (1) hard copy of Statement of Qualifications in a sealed envelope or package, clearly marked with the Firm/Team’s name and address, and the words “RFQ NO: 2026-03-AP DESIGN, ENGINEERING, AND CONSTRUCTION INSPECTION OF MUNICIPAL AIRPORT

HANGARS 26-30 DEVELOPMENT PROJECT” addressed to:

Madison Lewis, City Clerk 1350 Baldwin Ave

DeFuniak Springs, FL 32435 850-892-8500

TABLE OF CONTENTS

SECTION 1 – INTRODUCTION……………………………………………… 4

SECTION 2 – SCOPE OF WORK……………………………………………. 4

2.1 Services Required…………………………………………… 4

2.2 Submittal Requirements………………………………………. 5

2.3 Instruction to Submitters……………………………………… 5

SECTION 3 – PROCUREMENT RULES AND INFORMATION…………… 5

3.1 Contact Person………………………………………………….. 5

3.2 Calendar Events………………………………………………… 5

3.3 Submission of Statement………………………………………… 6

3.4 Cost of Preparing RFQ…………………………………………. 6

3.5 Disposal of RFQ………………………………………………… 6

3.6 Rules for Withdrawal…………………………………………… 6

3.7 Rejection of Statements.………………………………………... 6

3.8 Notices…….……………………………………………………. 7

3.9 Verbal Instructions……………………………………………… 7

3.10 Public Entity…………………………………………………….. 7

3.11 Drug Free Work Place ………………………………………… 7

3.12 Insurance Requirements..……………………………………….. 7

3.13 Indemnification………………………………………………… 9

3.14 Blackout Period…..……………………………………………. 10

3.15 Public Access………………………………………………….. 11

3.16 Protest…………………………………………………………. 12

3.17 Sales and Use Tax…………………………………………….. 12

3.18 Addendums…………………………………………………… 12

3.19 Representation………………………………………………… 13

3.20 E-Verify………………………….…………………………… 13

3.21 Lobbying Prohibition………………………………………… 13

3.22 Unauthorized Aliens………………………………………….. 13

SECTION 4 – CONTENTS OF RFQ…………………………………………… 13

4.1 Contact for Contract Administration……………………… 13

4.2 Forms .………………………………………………………. 13

SECTION 5 – EVALUATION OF STATEMENTS…………………………… 15

Attachment: Project Sketch & Future ALP……………………..………………. 16 Attachment: Information Sheet…………………………………………………. 18 Attachment: Contact for Contract Administration……………………………… 19 Attachment: Public Entity Crime Form………………………………………… 20 Attachment: Drug Free WorkPlace Certification………………………………. 24 Attachment: Unauthorized Aliens………………………………………………. 25

SECTION 1 – INTRODUCTION:

The City of DeFuniak Springs, Florida, herein referred to as the "CITY", is requesting qualifications from Engineering Firms, licensed to practice in the State of Florida to provide professional engineering services related to the design, engineering, and construction inspection, and related components thereof for the City’s Municipal Airport Hangars 26-30 Development Project. The project will include an access road, minimum of three (3) box hangars, attached apron, and runway taxiway. This project will include all related facets of that project.

The proposed scope of work will include those services necessary for design, engineering, and construction inspection; along with all related components, for the Hangars 26-30 Development Project.

The City anticipates the total cost of the project to be approximately Ten Million, Six Hundred and Eighty Thousand, and Five Hundred and Fifty Dollars ($10,680,550.00), for which funding has been allocated and secured. The scope of work for this project's Design, Engineering, and CEI services is estimated at One Million Two Hundred and Sixty Two Thousand Dollars ($1,262,000.00).

Letter of Interest should be prepared by a corporate officer or principal of the firm authorized to obligate the firm contractually. The letter should include summary information on the firm’s history, offices, and personnel that will support the requested services, resources to accomplish the work, summary of personnel experience, key projects, and project approach.

SECTION 2 – SCOPE OF WORK

Services anticipated under this contract shall include, but not be limited to:

2.1 Design and Engineering

The ENGINEER shall evaluate the City’s existing plans related to this project and provide all necessary design and engineering to complete the Access Road, Minimum of three (3) Hangars, Apron, and Taxiway to allow for full and complete usage at the conclusion of this project. This shall necessarily include producing all appropriate drawings to proceed with the work needed, bids for construction services, evaluation, and negotiation with bidders, and to properly see the completion of this project.

2.2 Construction:

The ENGINEER shall be responsible for construction supervision and administration and shall be involved in the oversight of the project to insure proper and timely completion thereof.

2.3 Submittal Requirements:

To be considered, Firm/Team must submit one (1) original on thumb drive along with one (1) hard copy of a PROPOSAL in a sealed envelope or package, clearly marked with the Firm/Team’s name and address, and the words “RFQ NO: 2026-03-AP

DESIGN, ENGINEERING, AND CONSTRUCTION INSPECTION OF

MUNICIPAL AIRPORT HANGARS 26-30 DEVELOPMENT PROJECT”

Submittals shall include;

Tab A - Letter of Interest, Tab B - Completed GSA Standard Form 330, Tab C - Proposals and Documentation of qualifications, include Other Work/Litigation Experience, Tab D - Proof of license/certifications, Evidence of Certified Minority Business Enterprise participation, Tab E - any additional information to represent the firm.

Tab F– All required forms. Conflict of Interest Statement Form.

SECTION 3 – PROCUREMENT RULES AND INFORMATION:

3.1 Contact Person:

Madison Lewis, City Clerk 1350 Baldwin Avenue DeFuniak Springs, Florida 32435 850-892-8500 email: cityclerk@defuniaksprings.net

All technical questions regarding this Request should be directed in writing; preferably by email to the City Clerk no later than July 23, 2026 by 12:00 noon local time.

Questions submitted after that date and time will not be answered. If applicable, answers citing the question asked but not identifying the questioner will be distributed to all known prospective vendors. Failure to submit requests in writing by the specified time shall not be grounds for a protest. Note: Written requirements in the Request or its amendments are binding, but any oral communications between you and us are not.

DIRECTING QUESTIONS TO ANY OTHER CITY STAFF, OR ANY OTHER

PERSON IS PROHIBITED AND NO RESPONSE RECEIVED SHALL BE

RELIED UPON IN ANY MANNER, AND SUCH CONDUCT SHALL RESULT IN

THE SUBMITTAL BEING DISQUALIFIED.

3.2 Calendar of Events:

Listed below are the important actions and dates/times by which the actions must be taken or completed. If the City finds it necessary to change any of these dates/times, it will be accomplished by addendum. All listed times are local time in DeFuniak Springs, Florida.

DATE/TIME ACTION

July 1, 2025 Advertise RFQ

July 23, 2026 by 12:00 noon local time Last day for questions

August 4, 2026 no later than Closing date 2:00PM local time and will open immediately thereafter

August 10, 2026 Recommendation provided to the City Council to negotiate with the selected firm. RFQ awarded.

3.3 Submission of Statement:

Each Statement of Qualification should be prepared simply and economically, providing straightforward, concise delineations of firm’s capabilities to satisfy the requirements of this Request for Qualifications. Fancy bindings, colored displays, and promotional material are not required. Emphasis is on completeness and clarity of content. In order to expedite the evaluation of the Statement of Qualifications, it is essential that firms follow the format listed in Section 2.2. Statement of Qualifications is due at the time and date specified in the paragraph entitled “Calendar of Events”. The name of all firms submitting their qualifications shall be posted in the RFQ package at the Office of the City Clerk.

Statement of Qualifications received late will not be considered.

3.4 Cost of Preparing RFQ:

The City is not liable for any costs incurred by a firm in responding to this RFQ, including those for oral presentations.

3.5 Disposals of RFQ:

All RFQ’s become the property of the City and will be a matter of record.

3.6 Rules for Withdrawal:

Statement of Qualifications may be modified or withdrawn by an appropriate document duly executed (in the manner that a RFQ must be executed) and delivered to the place where Statement of Qualifications are to be submitted at any time prior to the opening of

RFQ.

Any submitted Statement of Qualifications shall remain valid for 30 days after the submission date, but the City at its sole discretion may release any statement of qualifications.

3.7 Rejection of Statements:

The City reserves the right to accept or reject any statement of qualification as may be deemed necessary by the City to be in its best interest. The City further reserves the right to waive any and all formalities, and reserves the right to reject all nonconforming, unresponsive statements of qualifications. The City reserves the right to reject the statement of qualifications of any firm or individual if the City believes that it would not be in the best interest of the City to make an award to that firm or individual because the statement of qualification is not responsive or responsible, or the firm or individual is unqualified or of doubtful financial ability, or fails to meet any other pertinent standard or criteria established by the City.

3.8 Notices:

Any notices to be given under a contract shall be given by United States Mail, addressed to the firm or individual at its address stated herein, and to the City at its address stated herein. Additional notice may also be given by facsimile/email in which case it shall be deemed that notice was provided on the date said facsimile/email was received. The party providing notice by facsimile/email shall confirm that the facsimile was received by the other party.

3.9 Verbal Instructions:

No negotiations, decisions, or actions shall be initiated or executed by the firm as a result of any discussions with any City employee. Only those communications from firms, which are signed, and in writing will be recognized by the City as duly authorized expressions on behalf of the firm. Any and all communication with City Councilmembers, the Mayor, or City staff other than the Contact Person/Purchasing Agent is prohibited during the time of the RFQ advertising. Violations of this provision shall result in the disqualification of the submittal.

3.10 Public Entity:

The vendor must sign and complete a Public Entity Crime Sworn Statement as defined under Section 287.133(3)(a), F.S. A person or affiliate who has been placed on the convicted vendor list following a conviction of a public entity crime may not submit a proposal on a contract to provide any goods or services to a public entity, may not submit a proposal on a contract with a public entity for the construction or repair of a public building or public work, may not submit proposals on leases of real property to a public entity, may not be awarded or perform work as a consultant, supplier, or subcontractor, under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for Category Two for a period of 36 months from the date of being placed on the convicted vendor list.

3.11 Drug Free Workplace:

The vendor must complete the City’s Drug Free Workplace Certification form, attached and made a part of the RFQ. According to The City policy, preference shall be given to businesses with drug-free workplace programs. Whenever two or more proposals, which are equal with respect to price, quality, and service, are received by the state or by any political subdivision for the procurement of commodities or contractual services, a proposal received from a business that certified that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie proposals will be followed if none of the tied vendors have a drug-free workplace program.

3.12 Insurance Requirements:

Firm shall purchase and maintain through the Contract period workers compensation, comprehensive general liability (occurrence form), comprehensive automobile liability, professional liability, including errors and omissions coverage if applicable, builder’s risk, and other insurance as is appropriate for the Project being performed hereunder by firm, its employees, subcontractors or agents. The amounts and types of workers compensation, comprehensive general liability (occurrence form), and comprehensive automobile liability insurance shall conform to the following minimum requirements:

1. Worker's Compensation Coverage must apply for all employees and statutory limits in compliance with the applicable state and federal laws unless the Contractor provides a current Florida Workers Compensation exemption certificate. In addition, the policy must include the following:

a. Employer's Liability with a minimum limit per accident in accordance with statutory requirements.

b. Notice of Cancellation and/or Restriction. The endorsed to provide the CITY with thirty (30) days’ written notice of cancellation and/or restriction.

2. Comprehensive General Liability Coverage must include:

a. $1,000,000 combined limit per occurrence for bodily injury, personal injury, and property damage. If the contract is less than $100,000.00, then the general liability insurance requirement is $300,000.00.

b. Contractual coverage applicable to this specific contract, including any hold harmless and/or indemnification agreement.

c. City is to be specifically included as an additional insured.

d. Notice of Cancellation and/or Restriction. The policy must be endorsed to provide the CITY with thirty (30) days’ written notice of cancellation and/or restriction.

3. Comprehensive Automobile Liability Coverage must be afforded on a form no more restricted than the latest edition of the Comprehensive Automobile Liability Policy filed by the Insurance Services Office and must include:

a. $300,000 combined single limit per accident for bodily injury and property damage.

b. Owned Vehicles.

c. Hired and Non-Owned Vehicles.

d. Employee Non-Ownership.

e. Notice of Cancellation and/or Restriction. The policy must be endorsed to provide the CITY with thirty (30) days’ written notice of cancellation and/or restriction.

4. Professional Liability Coverage must include:

a. Minimum limits of $1,000,000 per occurrence and in the aggregate for claims of malpractice, negligence, error and omissions.

b. Notice of Cancellation and/or Restriction. The Policy must be endorsed to provide City within (30) days prior notice of cancellation and/or restriction of coverage by changed exclusion.

Certificates of Insurance evidencing the insurance coverage specified in this Article shall be submitted to the City with the executed Contract. The Certificates of Insurance shall be filed with the City before this Contract is deemed approved by the City. The required Certificates of Insurance not only shall name types of policies provided but also shall refer specifically to this Contract. All the policies of insurance so required of the Firm shall be endorsed to include as additional insured the City, its officers, employees, and agents, except for Worker's Compensation. If the initial insurance policy expires prior to completion of the Project, renewal Certificates of Insurance shall be furnished thirty (30) days prior to the date of the policy expiration.

The purchase of any of the above-referenced insurance policies shall not release the Firm or any Surety created by this Contract from any obligation, warranty, or guarantee provided in this Contract.

The Insurance Company(ies) shall be authorized to conduct business in the State.

Any risk of loss of completed work on the Project, or work in progress on the Project, equipment, and material stored on or off the Project Site, or in transit, shall be borne by the Firm through the date of final completion for the Project.

3.13 Indemnification:

The firm or individual shall indemnify and save harmless the CITY, its officers, agents, and employees, from all claims, suits or actions at law or equity, damages, losses, and expenses, whether direct or indirect, or consequential, including but not limited to charges of engineers, attorneys, and other professionals and costs of both defense and appeal, in a court of law or other tribunal, for any reason whatsoever, including but not limited to bodily injury, sickness, disease or death of any person, including employees of Firm or individual or any subcontractor, or injury to or destruction of property, including loss of use, which claims are arising out of, related to, connected with, or caused by (a) Firm or individual, or any subcontractor or supplier of Firm or individual, negligent performance or non-performance of the Project. The provisions of this indemnification agreement shall include all accidents, injuries, and claims made, whether or not caused in part, by any act or omission of the City, its respective officers, agents, or employees, provided Firm or individual shall not be required to indemnify the City for the City's own negligence.

3.14 Black out Period:

The period between the end of the advertisement for the Invitations to Bid, Request for Proposal, and Request for Qualifications, or any other competitive solicitation and the contract award, or any resulting bid protest is resolved, or the solicitation is otherwise canceled is referred to as the Blackout Period. During the blackout period, any communication regarding The aforementioned solicitations are prohibited between the bidder (or its agents or representatives) or other entity with the potential for a financial interest in the award (of their respective agents or representatives) regarding such competitive solicitation, and any City Councilmember, the Mayor, or City employee (whether or not a selection committee member) or other persons authorized to act on behalf of the City Council, including the City’s current Engineer(s) or their subconsultants, or anyone designated to provide a recommendation to award a particular contract, other than authorized staff identified herein. Each competitive solicitation shall provide notice of the blackout period.

Exception to the Blackout Period The blackout period shall not apply to:

a. Communications at any public proceeding or meeting, including pre-bid conferences, selection committee presentations, or pre-award meetings,

b. Communications during contract negotiations between designated City employees and the intended contract awardee.

c. Communication with a vendor by an authorized City employee following the bid opening to clarify the vendor’s bid or intended scope of services.

d. Communication following the filing of a protest between the protesting party and the Purchasing Division, City Manager’s Office, and City Attorney’s Office, during the dispute resolution process.

e. Purchases exempt from competitive selection, sole source procurements, and single sources, procurements, and emergency procurements, as defined in The City City Council of the City of DeFuniak Springs Purchasing Policy and Procedure manual.

f. Communications with existing vendors in the performance of existing contracts.

3.15 Public Access

A. A request to inspect or copy public records relating to this Contract must be made directly to the City. If the City does not possess the requested records, it shall immediately notify the Consultant of the request, and the Consultant must provide the records to the City or allow the records to be inspected or copied within a reasonable time §119.0701(3) Fla Stat.. If Consultant fails to provide the public records within a reasonable time, Consultant may be subject to penalties under §119.10 Fla.Stat.

B. Consultant shall comply with the requirements of Florida’s Public Records law

In accordance with Section 119.0701, Florida Statutes, the Consultant shall (1) Keep and maintain public records required by the public agency to perform the service; (2) Upon request from the public agency’s custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided under Florida’s Public Records law or as otherwise provided by law; (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of this contract if the Consultant does not transfer the records to the public agency; and (4) Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Consultant or keep and maintain public records required by the public agency to perform the service. If the Consultant transfers all public records to the public agency upon completion of the contract, the consultant shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Consultant keeps and maintains public records upon completion of this contract, the Consultant shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from public agency’s custodian of public records, in a format that is compatible with the information technology system of the public agency.

C. IF CONSULTANT HAS QUESTIONS REGARDING THE

APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO

CONSULTANT’S DUTY TO PROVIDE PUBLIC RECORDS RELATING

TO THIS AGREEMENT, CONSULTANT SHALL CONTACT THE

CUSTODIAN OF PUBLIC RECORDS AT:

Madison Lewis, City Clerk 1350 Baldwin Avenue DeFuniak Springs, FL 32435

(850) 892-8500 cityclerk@defuniaksprings.net

3.16 Protest

Any person or entity whose proposal is rejected, in whole or in part, or who submits a proposal but is not awarded the contract, may protest such a decision. Written notice of intent to file a protest must be submitted with the City Clerk within twenty –four (24) hours after the Board’s declaration of its intention with regard to an award. Written protest must be submitted to the City Clerk within five (5) calendar days after filing written notice of intent.

Each written protest must be accompanied by a protest bond in the form of a certified check, cashier’s check, or money order made payable to the Board of City Councilmembers, in an amount equal to 1% of the protestor’s proposal received by the City, but in no case less than $500.00.

3.17 Sales and Use Tax

The Proposer agrees that any and all applicable federal, state, and local sales and use taxes that are incurred by the Proposer are included in the stated bid price for the Project. The City is tax exempt from federal excise and state sales tax

3.18 Addendums

The City may issue Addendums to modify the proposal as deemed appropriate.

Addendums and clarification to this RFQ along with an Addendum Acknowledgement Form will be mailed to all vendors receiving this RFQ. The Addendum Acknowledgement Form, which is included with each mail out, shall be signed by an authorized company representative, dated, and returned with a proposal. Attached is a sample of the Addendum Acknowledge Form.

3.19 Representation

The Proposer represents to the City that:

A. The Proposer is properly certified and licensed; is solvent financially; is experienced in and competent to provide the services.

mailto:cityclerk@defuniaksprings.net

B. The Proposer is familiar with all Federal, State, Local or other regulatory laws, ordinances, and regulations, which in any manner whatsoever, may affect the provision of services.

3.20 E-Verify

Consultant utilizes the U.S. Department of Homeland Security’s E-Verify system to verify the employment eligibility of; (a) all persons employed by the Consultant during the term of the Agreement to perform employment duties within Florida; and (b) all persons (including subcontractors) assigned by the Consultant to perform work pursuant to the Agreement.

3.21 Lobbying Prohibition

No funds received pursuant to this Agreement may be expended for lobbying the Florida Legislature, judicial branch, or any state agency, in accordance with Section 216.347 Florida Statutes.

3.22 Unauthorized Aliens

The City shall consider the employment by any contractor of unauthorized aliens a violation of Section 274A of the Immigration and Nationality Act. If the consultant knowingly employs unauthorized aliens, such violation will be cause for unilateral cancellation of this Agreement.

SECTION 4 – CONTENTS OF RFQ

This section contains instruction regarding the format of the RFQ that are to be submitted.

4.1 Contact for Contract Administration:

Forms shall return the Contact for Contract Administration Form. This shall be the firm’s representative from the day-to-day activities of this contract.

4.2 Forms:

It is MANDATORY that vendor’s return the Request for Qualification cover sheet with their proposal. A representative who is authorized to contractually bind the vendor shall sign the attached forms.

It is MANDATORY that vendors return the Drug-Free Workplace Certification Form, Questionnaire Form, Unauthorized Aliens Form, along with the Public Entity Crime Form.

SECTION 5 – EVALUATION OF STATEMENTS:

In accordance with Section 287.055, Florida Statutes or most recent supplement, final rankings of the firm will be presented to The City Council of the City of DeFuniak Springs for approval and authorization to negotiate with top tanked firms. Ranking and selection will be based on the following categories.

CRITERIA WEIGHTED SCORE

Qualifications and Experience/Capability of Personnel

● Qualifications of firm relevant to Scope of Work

● Experience of firm relevant to Scope of Work

● Current and previous experience with City and other governmental agencies or past performance with contracts comparable in scope

● Resumes of professional personnel

● References of firm

50 (Section total) 10 pts

15 pts

5pts

Ability to meet City needs

● Conveyance of willingness to work with City staff

● Willingness of firm to meet time and budget requirements

● History of timeliness on contracts with similar scope

● Availability of qualified personnel

● Current and projected workload of firm

50 (Section total) 10 pts 10 pts 10 pts

Understanding of Scope of Work

● Understanding of City needs and scope of services required

● Technical soundness of approach to project

● Applicability of services offered

30 (Section total)

Project Sketch

DATE: JUNE 2026

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DEFUNIAK SPRINGS MUNICIPAL AIRPORT

FIGURE 1 - PROPOSED HANGAR DEVELOPMENT LAYOUT

North

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(BRL)

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BRL

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3,600 SF FUTURE HANGAR

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6,400 SF FUTURE HANGAR

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MAGNETIC

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ANNUAL RATE OF CHANGE = 0°6' W

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SOURCE: NATIONAL GEOPHYSICAL DATA CENTER DATE: 13 JUNE 2018

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GRAPHIC SCALE

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ALP Plan Set

North

N.T.S.

V I C I N I T Y M A P S

MIAMI

FT.PIERCE

ZEPHYRHILLS

AIRPORT LOCATION

ST.PETERSBURG

TAMPA

TALLAHASSEE

PENSACOLA

KEY WEST

ORLANDO

JACKSONVILLE

TITUSVILLE

DAYTONA BCH.

WALTON COUNTY

PANAMA CITY

DEFUNIAK SPRINGS, FLORIDA

AIRPORT LAYOUT PLAN SET

DEFUNIAK SPRINGS AIRPORT

APRIL 2021

ENGINEERS & PLANNERS

AVCON, INC.

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

5555 E MICHIGAN ST ORLANDO, FL

www.avconinc.com

OFFICE: (850) 678-0050 FAX: (850) 678-0040

R E V I S I O N S

DESCRIPTION SHEETSDATENO.

FAA AIP NO. 3-12-0018-011-2017

AVCON PROJECT NO. 2017.0028.01

FDOT FM NO. 429681-4-94-01

SPONSOR APPROVAL

THIS AIRPORT DRAWING IS APPROVED BY:

FLORIDA DEPARTMENT OF

TRANSPORTATION APPROVAL

DEFUNIAK

SPRINGS

AIRPORT

INDEX OF SHEET SET

DRAWING NUMBER TITLE REVISION DATE

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DATE

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TITLE

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DATE

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FDOT SIGNATURE

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TITLE

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NAME

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NAME

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SIGNATURE

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COVER SHEET

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AIRPORT DATA SHEET (1 OF 2)

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AIRPORT DATA SHEET (2 OF 2)

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EXISTING AIRPORT LAYOUT PLAN

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FUTURE AIRPORT LAYOUT PLAN

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AIRSPACE ANALYSIS

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TERMINAL AREA PLAN

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INNER PORTION OF THE APPROACH SURFACE FOR RUNWAY 9

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INNER PORTION OF THE APPROACH SURFACE FOR RUNWAY 27

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RUNWAY 9/27 OBSTACLE ACTION PLAN

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INNER PORTION OF THE APPROACH SURFACE FOR RUNWAY 18

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INNER PORTION OF THE APPROACH SURFACE FOR RUNWAY 36

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RUNWAY 18/36 OBSTACLE ACTION PLAN/PT 77 PENETRATIONS

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DEPARTURE SURFACES

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LAND USE DRAWING

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EXHIBIT A (1 OF 2)

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EXHIBIT A (2 OF 2)

3-12-0018-011-2017

429681-4-94-01

2017.0028.01

SHEET NUMBER

FDOT FM NO

FAA AIP NO.

AVCON PROJECT NO.

APR 2021

M.S

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DATE:

SCALE:

REVISIONS:

AIRPORT LAYOUT PLAN

SET

DEFUNIAK SPRINGS

AIRPORT

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

www.avconinc.com

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

AVCON, INC.

J.P

M.S

EXISTING

AIRPORT LAYOUT

PLAN

1702801SHT004

EXISTING FACILITY DATA

NUMBER

DESCRIPTION

ELEVATION

(FT.) AGL/MSL*

THIS AIRPORT DRAWING IS APPROVED BY:

CONSTRUCTION NOTICE REQUIREMENT

SPONSOR APPROVAL

NOTES:

20.0

LEGEND

DESCRIPTION EXISTING

GRAPHIC SCALE IN FEET

0' 150'

North

300' 600'

AutoCAD SHX Text

POND

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text 289.1

AutoCAD SHX Text X

AutoCAD SHX Text

HIGH PT.

AutoCAD SHX Text 274.7

AutoCAD SHX Text

LOW PT.

AutoCAD SHX Text C O M M E R C I A L

AutoCAD SHX Text R E S I D E N T I A L

AutoCAD SHX Text I N D U S T R I A L

AutoCAD SHX Text R E S I D E N T I A L / C O M M E R C I A L

AutoCAD SHX Text R E C R E A T I O N A L

AutoCAD SHX Text R E S I D E N T I A L /

AutoCAD SHX Text R E C R E A T I O N A L

AutoCAD SHX Text H

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

TAXIWAY B

AutoCAD SHX Text A1

AutoCAD SHX Text A2

AutoCAD SHX Text A3

AutoCAD SHX Text A4

AutoCAD SHX Text R=500'

AutoCAD SHX Text

HORSE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

RECREATIONAL

AutoCAD SHX Text

90%%D22'55.051" (TRUE)

AutoCAD SHX Text

180%%D31'46.977" (TRUE)

AutoCAD SHX Text

00%%D00'00.530" (TRUE)

AutoCAD SHX Text DIRT RUNWAY 18/36 - 2,700' x 60'

AutoCAD SHX Text

AIRPORT ACCESS RD.

AutoCAD SHX Text

VERMEER LANE

AutoCAD SHX Text

DR. ROBERTS DR.

AutoCAD SHX Text

LOUISVILLE & NASHVILLE RR

AutoCAD SHX Text

PINE ST.

AutoCAD SHX Text

U.S. HWY. 331

AutoCAD SHX Text

AERO DR.

AutoCAD SHX Text

TWIN LAKES DR.

AutoCAD SHX Text

ROYAL DR.

AutoCAD SHX Text

CHABOT DR.

AutoCAD SHX Text

ROSE LANE

AutoCAD SHX Text

TO CRESTVIEW

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

U.S. HWY. 90

AutoCAD SHX Text

SQUIRREL HAVEN RD.

AutoCAD SHX Text

WOODYARD RD.

AutoCAD SHX Text

U.S. HWY. 90

AutoCAD SHX Text

TAXIWAY A

AutoCAD SHX Text

TAXIWAY A

AutoCAD SHX Text

BLOCK USA

AutoCAD SHX Text

NORTH AMERICAN

AutoCAD SHX Text

EXISTING HELIPAD

AutoCAD SHX Text

DEFUNIAK SPRINGS COUNTRY CLUB AND GOLF COURSE

AutoCAD SHX Text

GENE HURLEY PARK/ SPORTS COMPLEX

AutoCAD SHX Text

ADG II

AutoCAD SHX Text

FAMILY INSTITUTES

AutoCAD SHX Text

DEPARTURE RUNWAY PROTECTION ZONE (250'X1,000'X450')

AutoCAD SHX Text

AIRPORT ROTATING BEACON

AutoCAD SHX Text

DEPARTURE RUNWAY PROTECTION ZONE (500'X1,000'X700')

AutoCAD SHX Text

ABOVE GROUND FUEL TANKS

AutoCAD SHX Text

NON-PRECISON (34:1) PART 77-APPROACH SURFACE (500'X10,000'X3,500')

AutoCAD SHX Text

NON-PRECISON (34:1) PART 77-APP SURFACE (500'X10,000'X3,500')

AutoCAD SHX Text

VISUAL APPROACH (20:1) PART 77-APPROACH SURFACE (250'X5,000'X1,500')

AutoCAD SHX Text

VISUAL APPROACH (20:1) PART 77-APPROACH SURFACE (250'X5,000'X1,500')

AutoCAD SHX Text

DISPLACED RUNWAY 27 N30° 43' 57.3100"W86° 08' 58.1500"EL.=277.6'

AutoCAD SHX Text

RUNWAY 27 N30° 43' 57.2677"W86° 08' 51.2223"EL.=278'

AutoCAD SHX Text

RUNWAY 9 N30° 43' 57.5443"W86° 09' 38.7292"EL.=283.6'

AutoCAD SHX Text RUNWAY 18 (WITH REFLECTIVE THRESHOLD MARKERS) N30° 43' 57.1206"W86° 09' 11.3899"EL.=282.1'

AutoCAD SHX Text

DISPLACED RUNWAY 36 N30° 43' 34.36"W86° 09' 11.63"EL.=270.4'

AutoCAD SHX Text

RUNWAY 36 N30° 43' 30.3969"W86° 09' 11.6762"EL.=268.7'

AutoCAD SHX Text

BADALO RD

AutoCAD SHX Text

ARP

AutoCAD SHX Text

LIGHTED WIND SOCK

AutoCAD SHX Text

DIRT TAXIWAY

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

TERMINAL

AutoCAD SHX Text

EXISTING GATES

AutoCAD SHX Text

HELIPAD

AutoCAD SHX Text

AIRCRAFT DISPLAY

AutoCAD SHX Text

DEPARTURE RUNWAY PROTECTION ZONE (250'X1,000'X450')

AutoCAD SHX Text

REFLECTIVE THRESHOLD MARKERS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

MAINTENANCE SHED

AutoCAD SHX Text

RUNWAY PROTECTION ZONE (500'X1,000'X700')

AutoCAD SHX Text

EXISTING GATE

AutoCAD SHX Text

DISPLACED RUNWAY 18 N30° 43' 55.49"W86° 09' 11.41EL.=282.1'

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

EXISTING GATE

AutoCAD SHX Text

DEPARTURE SURFACE 40:1

AutoCAD SHX Text

DEPARTURE SURFACE 40:1

AutoCAD SHX Text

APPROACH RUNWAY PROTECTION ZONE (250'X1,000'X450')

AutoCAD SHX Text

APPROACH RUNWAY PROTECTION ZONE (250'X1,000'X450')

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

APPROACH RUNWAY PROTECTION ZONE (500'X1,000'X700')

AutoCAD SHX Text

AWOS

AutoCAD SHX Text

THRESHOLD SITING SURFACE (20:1)

AutoCAD SHX Text

THRESHOLD SITING SURFACE (20:1)

AutoCAD SHX Text

THRESHOLD SITING SURFACE (20:1)

AutoCAD SHX Text

THRESHOLD SITING SURFACE (20:1)

AutoCAD SHX Text EXISTING ASPHALT RUNWAY 9/27 - 4,146' x 60'

AutoCAD SHX Text V:\2017\2017.028.01 - 54J DeFuniak Springs ALP Update\CADD\1702801SHT004.dwg 1/4/2007 11:53 AM 1/4/2007 11:53 AM

AutoCAD SHX Text

TERMINAL BUILDING

AutoCAD SHX Text 12/287

AutoCAD SHX Text

T-HANGAR

AutoCAD SHX Text 14/289

AutoCAD SHX Text

HANGAR (80'X60')

AutoCAD SHX Text 28/303

AutoCAD SHX Text

HANGAR (60'X60')

AutoCAD SHX Text 24/299

AutoCAD SHX Text

HANGAR (50'X147')

AutoCAD SHX Text 20/295

AutoCAD SHX Text

T-HANGAR (10-UNIT)

AutoCAD SHX Text 17/292

AutoCAD SHX Text

T-HANGAR (10-UNIT)

AutoCAD SHX Text 17/292

AutoCAD SHX Text

HANGAR (70'X70')

AutoCAD SHX Text 24/299

AutoCAD SHX Text

HANGAR (70'X70')

AutoCAD SHX Text 24/299

AutoCAD SHX Text

HANGAR (70'X70')

AutoCAD SHX Text 24/296

AutoCAD SHX Text

HANGAR (70'X70')

AutoCAD SHX Text 24/296

AutoCAD SHX Text

HANGAR (70'X70')

AutoCAD SHX Text 24/294

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text TO PROTECT OPERATIONAL SAFETY AND FUTURE DEVELOPMENT, ALL PROPOSED CONSTRUCTION ON THE AIRPORT MUST BE COORDINATED BY THE AIRPORT OWNER WITH THE FAA AIRPORTS DISTRICT OFFICE PRIOR TO CONSTRUCTION. FAA'S REVIEW TAKES APPROXIMATELY 60 DAYS.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

NAME

AutoCAD SHX Text

* BUILDINGS HEIGHTS ESTIMATED 1. MODIFICATION TO STANDARD: SERVICE ROAD IN RUNWAY 9/27 MODIFICATION TO STANDARD: SERVICE ROAD IN RUNWAY 9/27 RUNWAY OBJECT FREE AREA (ROFA) - STATUS: APPROVED BY FAA, NOVEMBER 20, 2003

AutoCAD SHX Text

TOFA

AutoCAD SHX Text

ROFA

AutoCAD SHX Text

RSA

AutoCAD SHX Text

BRL

AutoCAD SHX Text X

AutoCAD SHX Text

AIRPORT REFERENCE POINT

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

BUILDING RESTRICTION LINE (BRL)

AutoCAD SHX Text

RUNWAY SAFETY AREA (RSA)

AutoCAD SHX Text

RUNWAY OBJECT FREE AREA (ROFA)

AutoCAD SHX Text

TAXIWAY OBJECT FREE AREA (TOFA)

AutoCAD SHX Text

TREES

AutoCAD SHX Text

SURFACE ELEVATION

AutoCAD SHX Text

PAVED AIRFIELD SURFACES

AutoCAD SHX Text

FENCE (6 FEET)

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

WINDSTOCK

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

WETLAND/SURFACE WATER BOUNDARY

AutoCAD SHX Text

ACCESS ROADS

AutoCAD SHX Text

RUNWAY END INDICATOR LIGHTS (REIL)

AutoCAD SHX Text

RUNWAY PROTECTION ZONE

AutoCAD SHX Text

DEPARTURE RUNWAY PROTECTION ZONE

AutoCAD SHX Text

APPROACH RUNWAY PROTECTION ZONE

AutoCAD SHX Text

DEPARTURE SURFACE

AutoCAD SHX Text

PART 77 APPROACH SURFACE

AutoCAD SHX Text

RUNWAY VISIBILITY ZONE

AutoCAD SHX Text

THRESHOLD SITING SURFACE

RPZ

AutoCAD SHX Text

P77AS

AutoCAD SHX Text 3°36'W

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

ANNUAL RATE OF CHANGE = 0°6' W

AutoCAD SHX Text

SOURCE: NATIONAL GEOPHYSICAL DATA CENTER DATE: 13 JUNE 2018

AutoCAD SHX Text

FAA APPROVAL STAMP

AutoCAD SHX Text

RVZ

AutoCAD SHX Text

RPZ(D)

AutoCAD SHX Text

RPZ(A)

TSS

2017.0028.01

SHEET NUMBER

FDOT FM NO

FAA AIP NO.

AVCON PROJECT NO.

APR 2021

M.S

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DATE:

SCALE:

REVISIONS:

AIRPORT LAYOUT PLAN

SET

DEFUNIAK SPRINGS

AIRPORT

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

www.avconinc.com

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

AVCON, INC.

J.P

M.S

FUTURE

AIRPORT LAYOUT

PLAN

1702801SHT004

FUTURE FACILITY DATA

NUMBER

DESCRIPTION

ELEVATION

(FT.) AGL/MSL*

THIS AIRPORT DRAWING IS APPROVED BY:

SPONSOR APPROVAL

NOTES:

20.0

LEGEND

DESCRIPTION EXISTING FUTURE ULTIMATE

CONSTRUCTION NOTICE REQUIREMENT

GRAPHIC SCALE IN FEET

0' 162.5'

North

325' 650'

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

APRON

AutoCAD SHX Text

(ROFA)

AutoCAD SHX Text

(ROFA)

AutoCAD SHX Text

AIRPORT ACCESS RD.

AutoCAD SHX Text

VERMEER LANE

AutoCAD SHX Text

DR. ROBERTS DR.

AutoCAD SHX Text

LOUISVILLE & NASHVILLE RR

AutoCAD SHX Text

PINE ST.

AutoCAD SHX Text

U.S. HWY. 331

AutoCAD SHX Text

AERO DR.

AutoCAD SHX Text

TWIN LAKES DR.

AutoCAD SHX Text

ROYAL DR.

AutoCAD SHX Text

CHABOT DR.

AutoCAD SHX Text

ROSE LANE

AutoCAD SHX Text

ROSE CIRCLE

AutoCAD SHX Text

COUNTRY CLUB DR.

AutoCAD SHX Text

TO CRESTVIEW

AutoCAD SHX Text C O M M E R C I A L

AutoCAD SHX Text R E S I D E N T I A L

AutoCAD SHX Text I N D U S T R I A L

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text R E S I D E N T I A L / C O M M E R C I A L

AutoCAD SHX Text R E C R E A T I O N A L

AutoCAD SHX Text

POND

AutoCAD SHX Text

U.S. HWY. 90

AutoCAD SHX Text

SQUIRREL HAVEN RD.

AutoCAD SHX Text

WOODYARD RD.

AutoCAD SHX Text

U.S. HWY. 90

AutoCAD SHX Text R E S I D E N T I A L /

AutoCAD SHX Text R E C R E A T I O N A L

AutoCAD SHX Text

WIND

AutoCAD SHX Text 289.1

AutoCAD SHX Text X

AutoCAD SHX Text

HIGH PT.

AutoCAD SHX Text 274.7

AutoCAD SHX Text

LOW PT.

AutoCAD SHX Text

SOCK

AutoCAD SHX Text FUTURE END OF RUNWAY 18 N30° 43' 51.24"W86° 9' 11.16"EL. 282' (WITH REFLECTIVE MARKERS)

AutoCAD SHX Text

PROPERTY ACQUISITION

AutoCAD SHX Text ULTIMATE 800'x75' RUNWAY EXTENSION

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

FUTURE TAXIWAY "A"

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

FUTURE REALIGNED

AutoCAD SHX Text

AVIGATION EASEMENT

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

(3.7 ACRES)

AutoCAD SHX Text

FUTURE APRON

AutoCAD SHX Text R E S E R V E D F O R F U T U R E A V I A T I O N R E L A T E D

AutoCAD SHX Text D E V E L O P M E N T

AutoCAD SHX Text

FUTURE APRON

AutoCAD SHX Text

FUTURE TAXIWAY

AutoCAD SHX Text

AIRPORT ACCESS RD.

AutoCAD SHX Text

FUTURE REALIGNED

AutoCAD SHX Text 240'

AutoCAD SHX Text

(TO BE RELOCATED)

AutoCAD SHX Text

PROPERTY ACQUISITION

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

(1.5 ACRES)

AutoCAD SHX Text ( 1 4 A C. )

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

(14.5 ACRES)

AutoCAD SHX Text

PROPERTY ACQUISITION

AutoCAD SHX Text

(2 ACRES)

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

FLORIDA FIRST

AutoCAD SHX Text

INDUSTRIAL PARK SITE

AutoCAD SHX Text

(12.5 ACRES)

AutoCAD SHX Text

POTENTIAL FUTURE

AutoCAD SHX Text

AVIATION-RELATED DEVELOPMENT

AutoCAD SHX Text

(23 ACRES)

AutoCAD SHX Text

ULTIMATE RPZ

AutoCAD SHX Text (500'x1,000'x700')

AutoCAD SHX Text 35'

AutoCAD SHX Text R E S E R V E D F O R F U T U R E I N D U S T R I A L D E V E L O P M E N T

AutoCAD SHX Text ( 1 2 A C. )

AutoCAD SHX Text

AREA RESERVED FOR

AutoCAD SHX Text

FUTURE AVIATION RELATED

AutoCAD SHX Text

DEVELOPMENT (3 AC.)

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

FUTURE REALIGNED

AutoCAD SHX Text

PROPERTY TRANSFER

AutoCAD SHX Text

(27 ACRES)

AutoCAD SHX Text

POTENTIAL

AutoCAD SHX Text

ULT. TAXIWAY "C"

AutoCAD SHX Text

AVIGATION EASEMENT

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

(0.05 ACRES)

AutoCAD SHX Text

ARP

AutoCAD SHX Text

ULT.

AutoCAD SHX Text

FUT.

AutoCAD SHX Text

ARP

AutoCAD SHX Text

AIRCRAFT DISPLAY

AutoCAD SHX Text

RELOCATION

AutoCAD SHX Text

POTENTIAL

AutoCAD SHX Text

GATE

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

(SEE NOTE 3)

AutoCAD SHX Text

RUNWAY EXTENSION

AutoCAD SHX Text FUTURE 858'x75'

AutoCAD SHX Text

ULT. TAXIWAY "A"

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

ULTIMATE REALIGNED

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

ULTIMATE REALIGNED

AutoCAD SHX Text

PROPERTY ACQUISITION

AutoCAD SHX Text

(2.4 ACRES)

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

(PHASE 1)

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

FUTURE REALIGNED

AutoCAD SHX Text

(PHASE 2)

AutoCAD SHX Text

FUTURE RPZ

AutoCAD SHX Text (500'x1,000'x700')

AutoCAD SHX Text (250'x1,000'x450')

AutoCAD SHX Text

FUTURE APPROACH/DEPARTURE RPZ

AutoCAD SHX Text

ACCESS RD.

AutoCAD SHX Text

FUTURE AIRPORT

AutoCAD SHX Text

FUTURE 40:1

AutoCAD SHX Text

DEPARTURE SURFACE

AutoCAD SHX Text

ULTIMATE 40:1

AutoCAD SHX Text

DEPARTURE SURFACE

AutoCAD SHX Text

FUTURE TAXIWAY "C"

AutoCAD SHX Text (F)

AutoCAD SHX Text

ABOVE GROUND

AutoCAD SHX Text

FUEL TANKS

AutoCAD SHX Text

FUTURE RELOCATED

AutoCAD SHX Text FUTURE END RWY 36 N30° 43' 19.56"W86° 9' 12.24"EL. 266' (WITH REFLECTIVE MARKERS)

AutoCAD SHX Text

FUTURE RUNWAY PROTECTION ZONE

AutoCAD SHX Text

FUTURE THRESHOLD SITING SURFACE 20:1

AutoCAD SHX Text

FUTURE APPROACH SURFACE 20:1

AutoCAD SHX Text

AutoCAD SHX Text 150.0'

AutoCAD SHX Text 120'

AutoCAD SHX Text 250'

AutoCAD SHX Text 200'

AutoCAD SHX Text 240'

AutoCAD SHX Text 246'

AutoCAD SHX Text 200'

AutoCAD SHX Text 240'

AutoCAD SHX Text 185.3

AutoCAD SHX Text 208'

AutoCAD SHX Text

FUTURE THRESHOLD SITING SURFACE 20:1

AutoCAD SHX Text

FUTURE APPROACH SURFACE 20:1

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

BAKALO RD.

AutoCAD SHX Text

TERMINAL

AutoCAD SHX Text

HANGARS

AutoCAD SHX Text

T-HANGAR

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

COUNTRY CLUB AND

AutoCAD SHX Text

TAXIWAY "B"

AutoCAD SHX Text

FUTURE RPZ (A)

AutoCAD SHX Text 240'

AutoCAD SHX Text 35'

AutoCAD SHX Text

TAXIWAY "A"

AutoCAD SHX Text

65.5' OFA

AutoCAD SHX Text

ADG II

AutoCAD SHX Text 75'

AutoCAD SHX Text

(TO BE REMOVED)

AutoCAD SHX Text 460'

AutoCAD SHX Text 352'

AutoCAD SHX Text 385'

AutoCAD SHX Text 35'

AutoCAD SHX Text (500'x1,000'x700')

AutoCAD SHX Text

DEFUNIAK SPRINGS

AutoCAD SHX Text

DIRT TAXIWAY

AutoCAD SHX Text

(TO BE

AutoCAD SHX Text

TAXIWAY "A"

AutoCAD SHX Text

ABANDONED)

AutoCAD SHX Text

GATE

AutoCAD SHX Text

605' DISPLACED

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

SHED

AutoCAD SHX Text 240'

AutoCAD SHX Text 200'

AutoCAD SHX Text

CEMEX

AutoCAD SHX Text

NORTH AMERICAN

AutoCAD SHX Text 385'

AutoCAD SHX Text 240'

AutoCAD SHX Text EXISTING ASPHALT RUNWAY 9/27-4,146'x60'

AutoCAD SHX Text FUT. RUNWAY 9/27-5,004'x75'

AutoCAD SHX Text

EXISTING/FUTURE

AutoCAD SHX Text ULT. RUNWAY 9/27-5,804'x75'

AutoCAD SHX Text

EXISTING &

AutoCAD SHX Text "A1"

AutoCAD SHX Text "A2"

AutoCAD SHX Text "A3"

AutoCAD SHX Text "A4"

AutoCAD SHX Text

AWOS

AutoCAD SHX Text

AIRPORT

AutoCAD SHX Text

ROTATING BEACON

AutoCAD SHX Text R=500'

AutoCAD SHX Text

THRESHOLD

AutoCAD SHX Text

RELOCATED

AutoCAD SHX Text

LIGHTED

AutoCAD SHX Text 65.5'

AutoCAD SHX Text

ADG-II

AutoCAD SHX Text

SECTION OF ROAD TO

AutoCAD SHX Text

FUTURE POND

AutoCAD SHX Text

HORSE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

GENE HURLEY PARK/

AutoCAD SHX Text

SPORTS COMPLEX

AutoCAD SHX Text DIRT RUNWAY 18/36 - 3,201'x60' (FUTURE)

AutoCAD SHX Text

HELICOPTER

AutoCAD SHX Text 150'

AutoCAD SHX Text 500'

AutoCAD SHX Text

BE CLOSED/DEMOLISHED

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

EXISTING/FUTURE

AutoCAD SHX Text

34:1 APPROACH

AutoCAD SHX Text 35'

AutoCAD SHX Text 40'

AutoCAD SHX Text

RECREATIONAL

AutoCAD SHX Text

(ULT) 270%%D23'23.99"(TRUE)

AutoCAD SHX Text

(ULT) 90%%D22'47.99" (TRUE)

AutoCAD SHX Text

90%%D22'55.2" (TRUE)

AutoCAD SHX Text

270%%D23'20.4" (TRUE)

AutoCAD SHX Text

02%%D31'04"(TRUE)

AutoCAD SHX Text

GOLF COURSE

AutoCAD SHX Text

34:1 APPROACH

AutoCAD SHX Text

ROAD TO BE CLOSED

AutoCAD SHX Text 35'

AutoCAD SHX Text

COMPASS

AutoCAD SHX Text

CALIBRATION/

AutoCAD SHX Text

RUN-UP PAD

AutoCAD SHX Text

GENE HURLEY RD.

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

FUT.

AutoCAD SHX Text

ULT.

AutoCAD SHX Text

(FUT) 270%%D23'20.4"(TRUE)

AutoCAD SHX Text

(FUT) 90%%D22'51.6"(TRUE)

AutoCAD SHX Text

BUILDINGS TO BE

AutoCAD SHX Text

REMOVED (TYP)

AutoCAD SHX Text

THIS PORTION OF

AutoCAD SHX Text

ROAD TO BE CLOSED

AutoCAD SHX…

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