rfq26albwnfd00082.pdf

PDF 521 KB Posted

Attached to
TxDOT Aviation Division- Notice to Consultants
Solicitation number
RFQ26ALBWNFD00082
Issued by
Texas

About this file

This Request for Qualifications (RFQ) is issued by Terry County through its agent, the Texas Department of Transportation (TxDOT) Aviation Division, to engage a qualified firm for professional services related to airport planning. The primary deliverable is the preparation of an Airport Layout Plan (ALP) with a narrative document that includes an 18B Obstruction Survey consistent with FAA Master Plan Advisory Circular requirements and Standard Operating Procedures 2.0, 3.0, and 8.0. The project pertains to Terry County Airport in Brownfield, Texas, which features two runways: Runway 02-20 (5,218 feet by 75 feet) and Runway 13-31 (4,200 feet by 75 feet). The ALP must encompass multiple project phases including kick-off and goal establishment, airport role and planning standards, facility and land use alternatives evaluation, and development plan recommendations. Responses must be submitted via the TxDOT Aviation eGrants system no later than January 8, 2026 at 2:00 PM Central Standard Time. The TxDOT Project Manager is Dakota Shaw, and procedural questions should be directed to Contract Specialist Dawn Denson.

Evaluation will be conducted using a 100-point scoring system based on four criteria: capability and professional qualifications of key personnel (25 points), recent experience within the last ten years developing comparable airport plans (25 points), ability to meet schedules and deadlines with a reputation for competence and quality (25 points), and proposed technical approach and schedule (25 points). Qualifications statements are limited to nine single-sided 8.5 by 11-inch pages with recommended inclusion of firm contact information, project team member details, relevant project experience with specific role descriptions, and a proposed project schedule indicating the number of weeks required for completion. The DBE goal is set at zero percent. A prime provider may submit only one response; multiple submissions will result in the respondent being deemed non-responsive. The selection committee, composed of local government representatives, will review and rank all submissions and will notify all firms of the final selection, with the top-rated firm contacted for fee negotiations. The solicitation is subject to 49 U.S.C. 47107(a)(17) and will be administered in accordance with Texas Government Code Chapter 2254, Subchapter A, with compliance required regarding Section 889 of the 2019 National Defense Authorization Act and foreign adversary restrictions.

View the file

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

TABLE OF CONTENTS

TERRY COUNTY AIRPORT

TXDOT SOLICITATION NO.: RFQ-26ALBWNFD-00082

1. REQUEST FOR QUALIFICATIONS SOLICITATION

2. EVALUATION CRITERIA

3. INSTRUCTIONS FOR RESPONDING TO A SOLICITATION IN EGRANTS

4. AIRPORT LAYOUT DRAWING

TxDOT Solicitation No.: RFQ26ALBWNFD00082 TxDOT CSJ/Project No.: 26ALBWNFD

Texas Department of Transportation Aviation Division

Request for Qualifications (RFQ) for Professional Services

Terry County through its agent, the Texas Department of Transportation (TxDOT), intends to engage a qualified firm for services. This solicitation is subject to 49 U.S.C.

§47107(a)(17) and will be administered in the same manner as a solicitation conducted under Chapter 2254, Subchapter A, of the Texas Government Code. TxDOT Aviation Division will solicit and receive qualification statements for professional services as described below:

Airport Sponsor: Terry County; TxDOT CSJ/Project No.: 26ALBWNFD. The TxDOT Project Manager is Dakota Shaw.

Scope: Prepare an ALP w/ Narrative to include an 18B Obstruction Survey consistent with the latest version of the FAA Master Plan Advisory Circular, including Standard Operating Procedures 2.0, 3.0, and 8.0.

The Agent, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all respondents that it will affirmatively ensure that for any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit in response to this solicitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

The proposed contract is subject to 49 CFR Part 26 concerning the participation of Disadvantaged Business Enterprises (DBE).

The DBE goal is set at 0%.

To assist in your qualification statement preparation, the criteria and most recent Airport Layout Drawings are available online at http://www.dot.state.tx.us/avn/avninfo/notice/consult/index.html by selecting “Terry County Airport.”

Response Procedure:

The successful firm will be selected on the basis of a Response. A prime provider may only submit one Response. If a prime provider submits more than one Response, that prime provider will be deemed non-responsive. The Response must contain the required information, and should address the recommended information, as listed below. Response submissions will be scored accordingly. If the Response is non-compliant with any of the following requirements, the Response may be deemed non-responsive.

http://www.dot.state.tx.us/avn/avninfo/notice/consult/index.htm

1. Qualifications Statement (QS) – The QS shall contain no more than nine 8.5x11-inch single-sided pages.

a. QS Format:

i. Readability – The submitter has latitude in formatting the QS for visual effectiveness. Graphics, tables, photos, and other visual aids are permitted within the nine allotted pages, except that Quick Response (QR) codes or other external link(s) are not permitted. There is no specific font, font size, color, or other formatting requirements, although a font size smaller than 10 is not recommended. Selection committee members may consider legibility and readability when scoring.

Unreadable text will not be considered and may cause the QS to be deemed non-responsive. It is the submitter’s responsibility to provide a legible, readable document.

b. QS Content - It is recommended the QS include:

i. The RFQ number, airport name, name of firm, firm address, email address, telephone number and contact information for key personnel. The response shall also identify each proposed project team member, each proposed member’s time commitment to this project as a percentage of their total work week, and whether the proposed member is an employee of the responding firm or a sub-contractor to that firm.

c. QS Content – For scoring purposes, the QS must include:

i. Information showing the firm’s project understanding and technical approach, including similar project-related experience of the project manager and each task leader responsible for a major work category.

For each project referenced, identify either the project manager’s or the task leader’s specific role(s) and work contributed.

ii. In addition to individual project-related experience of the project manager and task leaders required under (ii), list no more than ten relevant projects performed by the responding firm within the last 10 years. This shall include project start date, airport name, location, phone number, and airport contact person’s name, title, and phone number. It shall also include the original project completion time estimate vs. the actual completion time for the cited project, as well as a brief narrative description of the project and whether or not your firm served as the prime or the sub on each project cited.

iii. Proposed Project Schedule: Indicate the number of weeks (not months) necessary to complete the project in accordance with “Proposed Project Schedule” information below.

Respondent must include on the first page of its Response a written certification that the responding Company, or any of its holding companies or subsidiaries, is not:

(a) Listed in Section 889 of the 2019 National Defense Authorization Act;

(b) Listed in Section 1260H of the 2021 National Defense Authorization Act; or

(c) Owned by the government of a country on the U.S.

Department of Commerce’s foreign adversaries list under 15 C.F.R Section 791.4; or

(d) Controlled by any governing or regulatory body located in a country on the U.S. Department of Commerce’s foreign adversaries list under 15 C.F.R Section 791.4.

The Response must be submitted in eGrants following the Submission Procedures at the end of this notice.

Proposed Project Schedule

Based on the published project scope and your technical approach, indicate below the number of weeks (not months) necessary for each phase and total time to complete the project. Some of the basic responsibilities within each planning phase are included for reference. Do not include review time. Assume, however, that your work will require some revision after review, and that the time required to address these comments should be included within your schedule. If time is required for specialized studies, indicate the additional time.

NOTE: This proposed schedule may set the basis for the contract deadlines in the professional services agreement if your firm is selected. A draft contract will be sent out to the selected firm to begin the fee proposal/negotiations phase.

Kick-Off; Establish Goals and Strategic Plan o Conduct target market and SWOT analysis; establish objectives o Strategic vision – Airport vision, mission, and value statements o Create public outreach program with digital component

Phase I: Airport Role and Planning Standards o Update aviation demand forecasts – based aircraft and operations o Determine current and future critical design aircraft o Airfield design and landside hangar/business market assessment

Phase II: Airport Facility and Land Use Alternatives o Evaluate highest and best uses of airport property o Develop airside and landside facility requirements/alternatives o RSA Evaluations

Phase III: Development Plan, CIP, ALP, HHZ, Etc.

o Recommend concept plan and CIP for short- and long-term periods o Height/hazard and land use compatibility o Update Airport Layout Plan (ALP), Final Documents, and Meetings

EVALUATION CRITERIA FOR AIRPORT PLANNING QUALIFICATIONS

1. Capability to perform all of the services required for this project and professional qualifications of key personnel assigned to this project relevant to the work to be performed. (25 points)

Does the consultant have the necessary resources to perform all of the services required (e.g.: planning, surveying, CAD, etc.)? Who are the professionals that will be working on this project on a daily basis and how do their qualifications and experience with general aviation airport planning projects compare with other respondents?

2. Recent experience, within the last ten years, in the development of airport plans comparable to the proposed project. (25 points)

Does the consultant have direct experience developing general aviation airport plans similar to those proposed for this location?

3. Ability to meet the schedules and deadlines of this project and reputation for competence, timeliness, and quality of performance and work product. (25 points)

Does the proposed planning and engineering team have sufficient time to devote to this project in order to meet the schedule submitted in the qualifications? Is the proposed schedule realistic? Does the consultant consistently meet contractual timetables? Has the work performed for other airports been satisfactory?

4. Proposed Technical Approach and Schedule to Accomplish the Project. (25 points)

Does the consultant show specific understanding and familiarity with the particular requirements of this project and how to address them? Is the consultant familiar with relevant planning and engineering? Is the schedule appropriate to accomplish the project?

Submission Procedure

The Response must be received in the TxDOT Aviation eGrants system no later than January 8, 2026 at 2:00 PM. (CST).

Firms that wish to submit a response to this solicitation must be a user in the TxDOT Aviation eGrants system no later than one business day before the solicitation due date.

To request access to eGrants, please complete the Contact Us web form located at http://txdot.gov/government/funding/egrants-2016/aviation.html

The consultant selection committee will be composed of local government representatives. The final selection by the committee will generally be made following the completion of review of responses. The committee will review all submissions responses and rate and rank each. The evaluation criteria for airport planning projects can be found at http://www.txdot.gov/inside-txdot/division/aviation/projects.html under Information for Consultants. All firms will be notified, and the top-rated firm will be contacted to begin fee negotiations. The selection committee does, however, reserve the right to conduct interviews for the top-rated firms if the committee deems it necessary. If interviews are conducted, selection will be made following interviews.

Please contact TxDOT Aviation for any technical or procedural questions at (800)68-PILOT (74568). For procedural questions, please contact Dawn Denson, Contract Specialist. For technical questions please contact Dakota Shaw, Project Manager.

For questions regarding responding to this solicitation in eGrants, please contact the TxDOT Aviation help desk at 1-800-687-4568 or avn-egrantshelp@txdot.gov

Respondents are responsible for checking the TxDOT Aviation website regularly for any changes to the RFQ documents, such as Addenda. Here is a link to the TxDOT Aviation website for your convenience.

http://www.txdot.gov/inside-txdot/division/aviation/projects.html.

http://txdot.gov/government/funding/egrants-2016/aviation.html http://www.txdot.gov/inside-txdot/division/aviation/projects.html mailto:avn-egrantshelp@txdot.gov http://www.txdot.gov/inside-txdot/division/aviation/projects.html

TxDOT Solicitation No.: RFQ«CSJ»00082 TxDOT CSJ/Project No.: «CSJ»

Grants Workflow:

RFQ Response eGrants Role:

Subgrantee Administrator (SA)

Subgrantee Staff (SS) eGrants link eGrants help:

https://apps2.dot.state.tx.us/apps/egrants2/logout2.aspx eGrants help desk Monday – Friday 8AM – 4PM CD/ST (excluding state/federal holidays) avn-egrantshelp@txdot.gov or 1-800-687-4568

STEP ROLE ACTIONS NOTES

SA

Go to View Opportunities.

a. Select Apply Now to the opportunity

b. The RFQ Response Menu is opened

Very important to click on the name of the document and not the organization name

Make a note of the opportunity due date to ensure you respond in time

SA/SS

Click on View, Edit and Complete Forms

a. Select RFQ Applicant Form

b. Confirm Project information and address

c. Upload RFQ Response. PLEASE MAKE

SURE YOU SELECT THE CORRECT

PDF FILE BEFORE CHANGING

STATUS.*

d. Hit Save

You should print the proposal document to a PDF so that it becomes un-editable.

SA

When you are ready to submit your response, click on Save and submit to CS review YOU ARE DONE

You will get an email saying the response was successfully submitted; the status must be changed to RFQ Response in CS Review by the due date and time posted in the solicitation.

04 SA/SS WAIT UNTIL A SELECTION NOTIFICATION IS

SENT TO YOU

SS/SA

AFTER SELECTION NOTIFICATION IS

RECEIVED. Log in to view status of response. Once the scores are verified, TxDOT will move the response to an interview, selected or not selected status of which you can log in to see the status of your response.

The selection notification will refer users to eGrants to view the status of their response. User may also view the TxDOT website for selection information.

Instructions for Responding to an RFQ Solicitation

Aviation Division https://apps2.dot.state.tx.us/apps/egrants2/logout2.aspx mailto:avn-egrantshelp@txdot.gov

Grants Workflow Test Script

*If the responder posts the incorrect file.

• If status has been changed and the due date for the response has not expired, contact the help desk to ask for the status to be administratively changed back to Response in Process.

• If the incorrect file was posted, the incorrect file may be deleted, and the correct one posted as long as the status has not been changed to Response in CS Review.

Respondent will need to check the “delete” box and hit save. The page refreshes. Then post the correct file, save, and change the status.

If you are not set up in eGrants and wish to respond to a posted solicitation, you may contact the aviation help desk for assistance by using the webform available at eGrants Help Desk Form

Some organizations will have many user members.

Each organization should determine which user member will submit the completed RFQ response in eGrants. After the opportunity is selected for the organization, it will no longer appear on any other user’s home page unless the initiating user cancels the response.

https://form.jotform.com/62164883455160

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AIRPORT LAYOUT DRAWING

AutoCAD SHX Text

EXISTING END OF RW 20

AutoCAD SHX Text 3264.3'

AutoCAD SHX Text 102°11'22.17"

AutoCAD SHX Text 33°10'43.20"

AutoCAD SHX Text

EXISTING END OF RW 2

AutoCAD SHX Text 3253.2'

AutoCAD SHX Text 102°11'49.05"

AutoCAD SHX Text 33°09'56.81"

AutoCAD SHX Text

RUNWAY END

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

RUNWAY END COORDINATES AND ELEVATIONS

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

RUNWAY DATA TABLE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5218 x 75

AutoCAD SHX Text

MIRL

AutoCAD SHX Text

NPI

AutoCAD SHX Text

50 SW 65 DW

AutoCAD SHX Text 3255.5

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

MIRL

AutoCAD SHX Text

NPI

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

PAPI REIL

AutoCAD SHX Text

RUNWAY VISUAL AIDS

AutoCAD SHX Text

APPROACH VISIBILITY MINIMA

AutoCAD SHX Text TOUCHDOWN ZONE ELEVATION (MSL ft.)

AutoCAD SHX Text PAVEMENT DESIGN STRENGTH (1000 lbs.)

AutoCAD SHX Text RSA - WIDTH (ft.)

AutoCAD SHX Text RSA - LENGTH BEYOND RW END (ft.)

AutoCAD SHX Text RUNWAY LENGTH & WIDTH (ft.)

AutoCAD SHX Text

RUNWAY LIGHTING

AutoCAD SHX Text

RUNWAY MARKING

AutoCAD SHX Text

RUNWAY END

AutoCAD SHX Text

TAKE-OFF RUN AVAILABLE (TORA)

AutoCAD SHX Text

TAKE-OFF DISTANCE AVAILABLE (TODA)

AutoCAD SHX Text

APPROACH STOP DISTANCE AVAILABLE (ASDA)

AutoCAD SHX Text

LANDING DISTANCE AVAILABLE (LDA)

AutoCAD SHX Text

NPI

AutoCAD SHX Text

NPI

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text 3264.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text OFZ - LENGTH BEYOND RW END (ft.)

AutoCAD SHX Text OFA WIDTH (ft.)

AutoCAD SHX Text OFA - LENGTH BEYOND RW END (ft.)

AutoCAD SHX Text

AutoCAD SHX Text OFZ WIDTH (ft.)

AutoCAD SHX Text

RW 2-20

AutoCAD SHX Text 5218 x 75

AutoCAD SHX Text 3264.3

AutoCAD SHX Text

MAXIMUM ELEVATION ABOVE MSL

AutoCAD SHX Text

PERCENT WIND COVERAGE (%)

AutoCAD SHX Text

ASPH

AutoCAD SHX Text 3264.3

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

APPROACH TYPE

AutoCAD SHX Text

FAR PART 77 APPROACH CATEGORY

AutoCAD SHX Text

RW SURFACE TYPE

AutoCAD SHX Text

APPROACH SLOPE

AutoCAD SHX Text 0.21

AutoCAD SHX Text 0.21

AutoCAD SHX Text

PERCENT EFFECTIVE GRADE (%)

AutoCAD SHX Text 90.92

AutoCAD SHX Text 90.92

AutoCAD SHX Text 34:1

AutoCAD SHX Text 34:1

AutoCAD SHX Text

PAPI REIL

AutoCAD SHX Text

GPS

AutoCAD SHX Text

GPS LPV

AutoCAD SHX Text

GPS LPV

AutoCAD SHX Text

GPS

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

MAY 2017

AutoCAD SHX Text

NOV 2006

AutoCAD SHX Text

BROWNFIELD, TEXAS (BFE)

AutoCAD SHX Text

TERRY COUNTY AIRPORT

AutoCAD SHX Text

B MACKE

AutoCAD SHX Text

K SNODGRASS

AutoCAD SHX Text

TXDOT AVIATION DIVISION 150 E. RIVERSIDE DR. AUSTIN, TX 78704 512.416.4500

AutoCAD SHX Text

SPONSOR

AutoCAD SHX Text

AIRPORT SPONSOR

AutoCAD SHX Text

CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS

AutoCAD SHX Text

ALP IS APPROVED AND SUPPORTED BY AIRPORT

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Aviation Division

AutoCAD SHX Text Texas

AutoCAD SHX Text Department

AutoCAD SHX Text of Transportation

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

AVIATION DIVISION

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

TEXAS DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 10

AutoCAD SHX Text

PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL

AutoCAD SHX Text

FINDING PRIOR TO THE START OF ANY LAND ACQUISITION

AutoCAD SHX Text

OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED

AutoCAD SHX Text

PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY

AutoCAD SHX Text

COPYRIGHT 2006 TXDOT AVIATION DIVISION, ALL RIGHTS RESERVED

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

DAVID FULTON, DIRECTOR, AVIATION DIVISION

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

TITLE, AIRPORT SPONSOR'S REPRESENTATIVE

AutoCAD SHX Text

CROSSWIND COMPONENT

AutoCAD SHX Text

RUNWAY 02-20

AutoCAD SHX Text

RUNWAY 13-31

AutoCAD SHX Text

COMBINED COVERAGE

AutoCAD SHX Text

RUNWAY

AutoCAD SHX Text

13 KNOTS

AutoCAD SHX Text

10.5 KNOTS

AutoCAD SHX Text

WIND COVERAGE

AutoCAD SHX Text

PERCENT

AutoCAD SHX Text

90.92 %

AutoCAD SHX Text

75.15 %

AutoCAD SHX Text 97.31%

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2764 x 75

AutoCAD SHX Text

NONE

AutoCAD SHX Text

BSC

AutoCAD SHX Text

12,000 SW

AutoCAD SHX Text

AutoCAD SHX Text 3261.5

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text

MIRL

AutoCAD SHX Text

NPI

AutoCAD SHX Text

12,500 SW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

NONE

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

BSC

AutoCAD SHX Text

NPI

AutoCAD SHX Text

NONE

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text 3261.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RW 13-31

AutoCAD SHX Text 4200 x 75

AutoCAD SHX Text 3265.0

AutoCAD SHX Text

ASPH

AutoCAD SHX Text 3261.5

AutoCAD SHX Text

ASPH

AutoCAD SHX Text 0.41

AutoCAD SHX Text 0.41

AutoCAD SHX Text 84.71

AutoCAD SHX Text 84.71

AutoCAD SHX Text 20:1

AutoCAD SHX Text 20:1

AutoCAD SHX Text 20:1

AutoCAD SHX Text 20:1

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text

GPS

AutoCAD SHX Text

GPS

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text A(V)

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text A(V)

AutoCAD SHX Text 3255.5

AutoCAD SHX Text 3264.3

AutoCAD SHX Text 3261.5

AutoCAD SHX Text 3261.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 6

AutoCAD SHX Text 3298.8'

AutoCAD SHX Text

AutoCAD SHX Text

BEACON

AutoCAD SHX Text

AutoCAD SHX Text 3282.2'

AutoCAD SHX Text

AutoCAD SHX Text

MAINTENANCE BLDG.

AutoCAD SHX Text

AutoCAD SHX Text 3282.0'

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text 3291.1'

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3280.6'

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text 3294.8'

AutoCAD SHX Text

AutoCAD SHX Text

MANAGER'S OFFICE

AutoCAD SHX Text

AutoCAD SHX Text 3206.7'

AutoCAD SHX Text

AutoCAD SHX Text

TERMINAL BUILDING

AutoCAD SHX Text

AutoCAD SHX Text 3288.2'

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text 3294.2'

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text 3287.4'

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AutoCAD SHX Text

TOP

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

BLDG. #

AutoCAD SHX Text

BUILDING TABLE

AutoCAD SHX Text

COMMENTS

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

AIRPORT DATA TABLE

AutoCAD SHX Text 3264.3

AutoCAD SHX Text

NDB, GPS

AutoCAD SHX Text

AutoCAD SHX Text

B-II

AutoCAD SHX Text

STD W/ REF

AutoCAD SHX Text

NONE

AutoCAD SHX Text

GPS

AutoCAD SHX Text

B-II

AutoCAD SHX Text

NONE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

STD W/ REF

AutoCAD SHX Text 33%%D10'23.3" N

AutoCAD SHX Text 102%%D11'34.5" W

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text MEAN MAX TEMP (Hottest Month %%DF)

AutoCAD SHX Text

AIRPORT REFERENCE CODE (ARC)

AutoCAD SHX Text

COORDINATES

AutoCAD SHX Text

AIRPORT REFERENCE POINT

AutoCAD SHX Text

TAXIWAY LIGHTING

AutoCAD SHX Text

TAXIWAY MARKING

AutoCAD SHX Text

AIRPORT NAVIGATION AIDS

AutoCAD SHX Text AIRPORT ELEVATION (MSL Ft.)

AutoCAD SHX Text DATUM COORDINATE SYSTEMS - HORIZONTAL DATUM NAD_1983_StatePlane_Texas_South_FIPS_4202_Feet, VERTICAL DATUM NAVD88. NO OFZ OBJECT PENETRATIONS THERE ARE TSS PENETRATIONS - SEE INNER PORTION DRAWINGS AND OBSTRUCTION SURVEY DRAWING FOR MORE INFORMATION. TSS DETERMINATIONS MADE BASED ON SURVEY DATA. A 405 SURVEY FOR RW 2-20 WAS COMPLETED AS PART OF THIS ALP/OSD. NO SURVEY WAS COMPLETED FOR RW 13-31. A COMPLETE SURVEY FOR RW 13-31 WILL BE MADE PRIOR TO RUNWAY EXTENSION.

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

AutoCAD SHX Text 400'

AutoCAD SHX Text 600'

AutoCAD SHX Text 800'

AutoCAD SHX Text 3264.3

AutoCAD SHX Text 33%%D10'21.9" N

AutoCAD SHX Text 102%%D11'31.6" W

AutoCAD SHX Text

ULTIMATE END OF RW 31

AutoCAD SHX Text 3240.8'

AutoCAD SHX Text 102°11'09.41"

AutoCAD SHX Text 33°10'09.54"

AutoCAD SHX Text

EXISTING END OF RW 31

AutoCAD SHX Text 3250.3'

AutoCAD SHX Text 102°11'20.94"

AutoCAD SHX Text 33°10'19.91"

AutoCAD SHX Text

EXISTING END OF RW 13

AutoCAD SHX Text 3261.5'

AutoCAD SHX Text 102°11'43.98"

AutoCAD SHX Text 33°10'39.21"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

97.31 %

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text .4

AutoCAD SHX Text .3

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text .3

AutoCAD SHX Text .2

AutoCAD SHX Text .2

AutoCAD SHX Text .3

AutoCAD SHX Text .3

AutoCAD SHX Text .4

AutoCAD SHX Text .4

AutoCAD SHX Text .5

AutoCAD SHX Text .6

AutoCAD SHX Text .6

AutoCAD SHX Text .5

AutoCAD SHX Text .4

AutoCAD SHX Text .3

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text .2

AutoCAD SHX Text .3

AutoCAD SHX Text .3

AutoCAD SHX Text .3

AutoCAD SHX Text .3

AutoCAD SHX Text .8

AutoCAD SHX Text .6

AutoCAD SHX Text .5

AutoCAD SHX Text .4

AutoCAD SHX Text .4

AutoCAD SHX Text .3

AutoCAD SHX Text .3

AutoCAD SHX Text .4

AutoCAD SHX Text .4

AutoCAD SHX Text .6

AutoCAD SHX Text .5

AutoCAD SHX Text .6

AutoCAD SHX Text .9

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.7

AutoCAD SHX Text 2.1

AutoCAD SHX Text 2.1

AutoCAD SHX Text 2.2

AutoCAD SHX Text 1.9

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.0

AutoCAD SHX Text .9

AutoCAD SHX Text .7

AutoCAD SHX Text .5

AutoCAD SHX Text .5

AutoCAD SHX Text .4

AutoCAD SHX Text .6

AutoCAD SHX Text .7

AutoCAD SHX Text .7

AutoCAD SHX Text .8

AutoCAD SHX Text .8

AutoCAD SHX Text .8

AutoCAD SHX Text .6

AutoCAD SHX Text 54.4

AutoCAD SHX Text

WIND COVERAGE:

AutoCAD SHX Text

KNOTS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NNW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WNW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WSW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SSW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SSE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ESE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ENE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NNE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

10.5 and 13 KNOT COVERAGE SOURCE:

AutoCAD SHX Text

NATIONAL WEATHER SERVICE LUBBOCK INT.

AutoCAD SHX Text

WIND TABULATION PERIOD: 1988 - 1997

AutoCAD SHX Text

AutoCAD SHX Text

TETRAHEDRON

AutoCAD SHX Text

200 TYP

AutoCAD SHX Text

125 TYP

AutoCAD SHX Text

AutoCAD SHX Text

ULT 4200' X 75'

AutoCAD SHX Text

FUTURE HANGARS

AutoCAD SHX Text

FUTURE HANGARS

AutoCAD SHX Text

SIGNIFICANT OBJECT LOCATION

AutoCAD SHX Text

BUILDING RESTRICTION LINE (BRL)

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text L

AutoCAD SHX Text P (U)

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P (U)

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text

BRL 0'

AutoCAD SHX Text

SURVEY MARKERS

AutoCAD SHX Text

HOLD POSITION AND SIGN

AutoCAD SHX Text

AWOS

AutoCAD SHX Text AIRPORT PROPERTY LINE with FENCE

AutoCAD SHX Text

GROUND CONTOURS

AutoCAD SHX Text

TREES/BRUSH

AutoCAD SHX Text

RUNWAY/TAXIWAY OUTLINE

AutoCAD SHX Text

BUILDINGS/FACILITIES

AutoCAD SHX Text

AIRPORT PROPERTY LINE

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

AIRPORT REFERENCE POINT (ARP)

AutoCAD SHX Text

VGSI

AutoCAD SHX Text

THRESHOLD LIGHTS

AutoCAD SHX Text

C&G BEACON

AutoCAD SHX Text

NONDIRECTIONAL BEACON (NDB)

AutoCAD SHX Text

TELEPHONE/POWER POLE LINE

AutoCAD SHX Text

WIND CONE AND SEGMENTED CIRCLE

AutoCAD SHX Text

RWY END IDENTIFIER LIGHTS (REILS)

AutoCAD SHX Text

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

RUNWAY ARC

AutoCAD SHX Text

B-II

AutoCAD SHX Text A-I

AutoCAD SHX Text

B-II

AutoCAD SHX Text

50 SW 65 DW

AutoCAD SHX Text 34:1

AutoCAD SHX Text C

AutoCAD SHX Text 34:1

AutoCAD SHX Text C

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

B-II

AutoCAD SHX Text

EX AND ULT 5218' X 75' TRUE AZIMUTH 25.98°

AutoCAD SHX Text

EX 2765' X 75' TRUE AZIMUTH 134.89°

AutoCAD SHX Text

UNKNOWN

AutoCAD SHX Text

AutoCAD SHX Text

BOX HANGAR

AutoCAD SHX Text

AutoCAD SHX Text

MAGNETIC DECLINATION 1-JAN-2006 7° 34' E, CHANGING BY 0° 7' W/YEAR

AutoCAD SHX Text

REVISION 1: 23-MAR-15 CHANGED RW 2-20 PAVEMENT STRENGTH AND DESIGN STANDARDS

AutoCAD SHX Text

UNKNOWN

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

UNKNOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text REVISION 2: 17-MAY-2017 ADD/REMOVE HANGARS AND REALIGN WEST TAXIWAY PAVEMENTS - TxDOT - MACKE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE 1" = 400'

RFQ26ALBWNFD00082.pdf
EVALUATION CRITERIA FOR AIRPORT PLANNING QUALIFICATIONS
2. Recent experience, within the last ten years, in the development of airport plans comparable to the proposed project. (25 points)
3. Ability to meet the schedules and deadlines of this project and reputation for competence, timeliness, and quality of performance and work product. (25 points)

File details come from the government source that posted it. Updated .