rfq2509tstcw00041.pdf

PDF 4 MB Posted Sep 2, 2025

Attached to: TxDOT Aviation Division- Notice to Consultants
Solicitation number: RFQ2509TSTCW00041
Issued by: Loving County, Texas

About this file

Written by GovTribe AI · Sep 4, 2025

This document is a Request for Qualifications (RFQ) from the Texas Department of Transportation (TxDOT) Aviation Division for professional engineering services at the Texas State Technical College Airport in Waco. The solicitation seeks a professional engineering firm to provide engineering and design services, with potential construction administration, for a project involving: remarking runway 17L-35R, remarking the apron area, remarking connector taxiways, installing Medium Intensity Runway Lights (MIRLs) on runway 17L-35R, installing signs, and installing miscellaneous eligible and justified electrical items. The response is due by September 25, 2025, at 2:00 PM CST, and must be submitted through the TxDOT Aviation eGrants system. Respondents are limited to a nine-page qualifications statement and must follow specific formatting and content guidelines.

The project has a Disadvantaged Business Enterprise (DBE) goal of 3% for the design phase, with the goal to be reset for the construction phase. Respondents must submit a certification that their company is not listed in specific sections of the National Defense Authorization Act, not owned by a foreign government on the U.S. Department of Commerce's foreign adversaries list, and not controlled by a regulatory body from such a country. The selection will be made by a committee composed of Aviation Division staff and one local selection committee member, who will review and rate responses based on four key criteria: recent experience with comparable airport projects (25 points), proposed technical approach (30 points), project design schedule and ability to meet deadlines (25 points), and construction management experience (20 points).

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TABLE OF CONTENTS

TEXAS STATE TECHNICAL COLLEGE, AIRPORT AT WACO.

TXDOT SOLICITATION NO.: RFQ-CSJ-2509TSTCW00041

1. REQUEST FOR QUALIFICATIONS SOLICITATION

2. EVALUATION CRITERIA

3 INSTRUCTIONS FOR RESPONDING TO A SOLICITATION IN EGRANTS

4. PROJECT DIAGRAM

5. AIRPORT LAYOUT DRAWING

TxDOT Solicitation No.: RFQ2509TSTCW00041

TxDOT CSJ/Project No.:2509TSTCW

Texas Department of Transportation

Aviation Division

Request for Qualifications (RFQ) for

Professional Engineering Services

Texas State Technical College, through its agent, the Texas Department of Transportation

(TxDOT), intends to engage a professional engineering firm for services pursuant to Chapter

2254, Subchapter A, of the Government Code. TxDOT Aviation Division will solicit and receive qualification statements for the current aviation project as described below.

Current Project: Texas State Technical College; TxDOT CSJ/Project No.: 2509TSTCW

The TxDOT Project Manager is Robert Johnson.

Scope: Provide engineering and design services, and at the agent’s discretion, construction administration to:

1. Remark RWY 17L-35R

2. Remark Apron Area

3. Remark Connector TWYs

4. Install MIRLS (RWY 17L-35R)

5. Install Signs

6. Install Miscellaneous Eligible and Justified Electrical Item(s)

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 for the design phase of the current project is 3%. The goal will be re-set for the construction phase.

To assist in your qualification statement preparation, the criteria, project diagram, and most recent Airport Layout Drawing is available online http://www.dot.state.tx.us/avn/avninfo/notice/consult/index.html by selecting “Texas State

Technical College, Airport at Waco.” The qualification statement should address a technical approach for the current scope only.

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

TxDOT CSJ/Project No.: 2509TSTCW

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.

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. The project manager is required to be a Professional Engineer registered or licensed in Texas, by the submission deadline. If applicable to project, an Architect, is required to be registered or licensed in Texas, by the submission deadline.

License number(s) must be included in the response submission.

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 design 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. Project Design Schedule: Indicate the number of weeks (not months) necessary to design the project in accordance with

“Project Design 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

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

(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.

Project Design Schedule Information

Based on the published project scope and your technical approach, indicate the number of weeks

(not months) necessary for each phase and total design time to design the project. Some of the basic responsibilities within each design phase are included for reference. Do not include

TxDOT review time. Assume, however, that your work will require some revision after TxDOT 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.

Preliminary Report Phase

Attend pre-design conference

Obtain and analyze necessary survey data

Obtain and analyze necessary geotechnical data

Prepare comprehensive report

Preliminary Design Phase

Attend project meeting(s)

Prepare project drawings (70%)

Provide all technical specifications

Provide project cost estimate

Final Design Phase

Attend project meeting(s)

Finalize drawings and contract documents (100%)

Provide a revised opinion of probable total project costs

Prepare a Construction Management Plan

Update, if necessary, the Preliminary Report

Prepare and submit airspace study to FAA

Evaluation Criteria for Architectural/Engineering Qualifications

1. Recent experience of the project team with comparable airport projects within the past ten years. (25 points)

Do the qualifications indicate that the project team has recent direct experience on other general aviation airports designing similar improvements to those proposed at this location?

2. Proposed technical approach (30 points)

Does the architect/engineer provide evidence of understanding of the project; and any unique architectural/engineering aspects associated with the proposed project and how to address them?

3. Project design schedule and ability to meet schedules and deadlines (25 points)

Does the proposed design team have sufficient time to work on this project? Has the firm demonstrated an ability to meet design schedules in the past? Reasonableness of proposed schedule.

4. Construction Management Experience (20 points)

The architect/engineer will oversee the airport construction. Therefore, it is critical that the architect/engineer be involved in the day-to-day construction activities through a full-time resident project representative and periodic site visits. What evidence do the

TxDOT CSJ/Project No.: «CSJ» qualifications provide as to the architect/engineer’s commitment to proactive and consistent representation during construction?

Submission Procedure:

The completed Response must be received in the TxDOT Aviation eGrants system no later than

September 25, 2025, 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 Aviation Division staff and one local selection committee member. The final selection by the committee will generally be made following the completion of review of Responses. The committee will review all Responses and rate and rank each. All firms will be notified, and the top-rated firm will be contacted to begin fee negotiations for the design and bidding phases. 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 Brandy Schwettmann, Contract

Specialist. For technical questions, please contact Robert Johnson, 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 mailto:avn-egrantshelp@txdot.gov http://www.txdot.gov/inside-txdot/division/aviation/projects.html eGrants 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

01 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

02 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.

03 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

Aviation Division https://apps2.dot.state.tx.us/apps/egrants2/logo

05 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.

*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 submission 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 submission, 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 submission 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

This Graphic is For TxDOT Planning and Illustration Purposes Only (2025)

RWY 17L‐35R

RWY 17R‐35L

APRON

Upgrade to LED MIRLs

Upgrade to LED Signs *

TWY A TW

Y E

TWY G

Note:

* Install Miscellaneous Eligible and Justified Electrical Item(s)

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AIRPORT LAYOUT DRAWING

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EXIST./ULT.

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MODIFICATIONS TO FAA STANDARDS TABLE

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REASON FOR MODIFICATION

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DESCRIPTION OF MODIFICATION

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RUNWAY

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WIND ROSE ANALYSIS

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WIND COVERAGE

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ULTIMATE

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RUNWAY DATA TABLE

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EXISTING

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RUNWAY END

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RW 17L-35R

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ULTIMATE

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RW 17R-35L

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RUNWAY END COORDINATES AND ELEVATIONS

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LATITUDE

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ELEVATION

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LONGITUDE

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RUNWAY END

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ULTIMATE

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EXISTING

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AIRPORT DATA TABLE

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CROSSWIND COMPONENT

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TOP

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DESCRIPTION

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ELEVATION

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BLDG. #

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BUILDING TABLE

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WACO, TX

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TSTC - WACO AIRPORT

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PREPARED BY:

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SHEET OF

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TITLE, AIRPORT SPONSOR'S REPRESENTATIVE

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CHECKED BY

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DRAWN BY

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SIGNATURE

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DATE

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DATE

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DATE

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DATE

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ALP IS APPROVED AND SUPPORTED BY AIRPORT

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CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS

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AIRPORT SPONSOR

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SPONSOR.

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PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY

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OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED

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FINDING PRIOR TO THE START OF ANY LAND ACQUISITION

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PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL

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

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TEXAS DEPARTMENT OF TRANSPORTATION

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DIRECTOR, AVIATION DIVISION

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AVIATION DIVISION

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DATE

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JAN 2008

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W. TEEL

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G. LOUNGEWAY

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T. DAVIS

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JAN 2008

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JAN 2008

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RELOCATE AIR TRAFFIC CONTROL TOWER, MODIFY TERM BUILDING

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APR 24, 2014

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REVISION #

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CHANGE MADE

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DATE

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NARROW 17R/35L, ADD PAPI, ADJUST RPZ, REMOVE TXWY 'C'

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JUN 25, 2015

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ADD STRUCTURES TO RAMP, ADJUST RPZ 17R/35L'

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DEC 30, 2020

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BRL 0'

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SIGNIFICANT OBJECT LOCATION

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BUILDING RESTRICTION LINE (BRL)

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BRL 0'

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SURVEY MARKERS

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HOLD POSITION AND SIGN

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AWOS

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GROUND CONTOURS

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TREES/BRUSH

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RUNWAY/TAXIWAY OUTLINE

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BUILDINGS/FACILITIES

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AIRPORT PROPERTY LINE

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FENCE LINE

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AIRPORT REFERENCE POINT (ARP)

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VGSI

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THRESHOLD LIGHTS

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C&G BEACON

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NONDIRECTIONAL BEACON (NDB)

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TELEPHONE/POWER POLE LINE

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WIND CONE AND SEGMENTED CIRCLE

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RWY END IDENTIFIER LIGHTS (REILS)

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ULTIMATE

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LEGEND

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EXISTING

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NOTES

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NOTES

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COMMENTS

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1/2 MILE

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1/2 MILE

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RUNWAY VISUAL AIDS

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APPROACH VISIBILITY MINIMA

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TOUCHDOWN ZONE ELEVATION

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TAKE-OFF RUN AVAILABLE (TORA)

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TAKE-OFF DISTANCE AVAILABLE (TODA)

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LANDING DISTANCE AVAILABLE (LDA)

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PAPI

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PAPI

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1 MILE

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1 MILE

AutoCAD SHX Text 462.0'

AutoCAD SHX Text 6,291'

AutoCAD SHX Text 470.1'

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NONE

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PAPI

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PAPI

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NONE

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AutoCAD SHX Text 469.2'

AutoCAD SHX Text 8,600'

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1. INNER TRANSITIONAL OFZ HEIGHT (H) = 43.5' OFFSET 639' FROM OFZ AND RISES AT A 6:1 SLOPE. 2. CAUTION ZONE LIGHTS ON RUNWAY 17L-35R. 3. STAGE LENGTH ASSUMED AS 2,000 MILES.

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STD

AutoCAD SHX Text 31%%D38'16.10" N

AutoCAD SHX Text 97%%D04'26.90" W

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1. HORIZONTAL DATUM NAD 1983 STATE PLANE, TEXAS CENTRAL FIPS 4203 HORIZONTAL DATUM NAD 1983 STATE PLANE, TEXAS CENTRAL FIPS 4203 SURVEY FEET, VERTICAL DATUM NAVD 1988, DO NOT APPLY CORRECTION FACTOR. 2. OFZ OBJECT PENETRATIONS AT R/W 17L POFZ. REMEDIATION IS ILS OFZ OBJECT PENETRATIONS AT R/W 17L POFZ. REMEDIATION IS ILS HOLDLINE, SIGNAGE, AND LIGHTING. 3. TSS PENETRATIONS SHOWN ON IPASD SHEETS. TSS PENETRATIONS SHOWN ON IPASD SHEETS. 4. DEPARTURE SURFACE PENETRATIONS SHOWN ON IPASD SHEETS. DEPARTURE SURFACE PENETRATIONS SHOWN ON IPASD SHEETS. 5. A 405 SURVEY (TYPE ANAPC) WAS COMPLETED BY GEODETIX, INC. IN A 405 SURVEY (TYPE ANAPC) WAS COMPLETED BY GEODETIX, INC. IN APRIL 2006 AS PART OF THIS ALP/OSD. 6. AIRPORT HEIGHT HAZARD ZONING FOR THIS AIRPORT ADOPTED ON AIRPORT HEIGHT HAZARD ZONING FOR THIS AIRPORT ADOPTED ON 05/15/91.

AutoCAD SHX Text 31%%D38'17.86" N

AutoCAD SHX Text 97%%D04'26.61" W

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APPROACH TYPE

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FAR PART 77 APPROACH CATEGORY

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APPROACH SLOPE

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NDB/GPS

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AutoCAD SHX Text 50:1

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GLIDESLOPE CRITICAL AREA

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LOCALIZER CRITICAL AREA

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LOCALIZER

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PAPI-4R (E)

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PAPI-4L (E)

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PAVEMENT MARKING DEFINES EDGE OF RUNWAY 17R-35L

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GLIDESLOPE

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MALSR-2,400'

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AIRPORT PERIMETER ROAD

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GRAVEL ACCESS ROAD

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ARC D-IV; 20 KNOTS

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AutoCAD SHX Text 99.92%%%

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ALL-WEATHER

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CALM WINDS

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TRUE NORTH

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MAGNETIC DECLINATION

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4%%D 45' E CHANGING BY 0%%D7' (2006)

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MIRL

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PIR

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MIRL

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PIR

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RSA - WIDTH

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RSA - LENGTH BEYOND RW END

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RUNWAY LIGHTING

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PIR

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PIR

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OFZ - LENGTH BEYOND RW END

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OFA WIDTH

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OFA - LENGTH BEYOND RW END

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OFZ WIDTH

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BSC

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NONE

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BSC

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BSC

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BSC

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SW-50000;DW- 200,000;DT-450,000

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SW-50000;DW- 200,000;DT-450,000

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SW-25,000;DW- 76,000;DT-140,000

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SW-25,000;DW- 76,000;DT-140,000

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AWOS

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NON-AVIATION DEVELOPMENT AREA

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AVIATION DEVELOPMENT AREA

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NON-AVIATION DEVELOPMENT AREA

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TAXIWAY D

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TAXIWAY E

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UNPAVED NAVAID ACCESS ROAD

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UNPAVED AIRPORT PERIMETER ROAD

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COUNTY ROAD

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TRUE BEARING 177.55°

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ELEV. 456.1' LOW POINT (E/U)

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ELEV. 459.6' LOW POINT (E)

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AIRPORT BEACON (E/U)

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ABANDONED RADAR BUILDING (TBR)

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SMALL ARMS RANGE

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SMALL ARMS STORAGE FACILITY

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AVIATION PARKWAY

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FUEL FARM

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BOWIE AVENUE

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MEYERS LANE

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OLD CONCORD ROAD

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WILLIAMS ROAD

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COUNTY RD.

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ANTENNA

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RUNWAY 17L - 35R 8,600' X 150' (E/U)

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ELEV. 469.9' HIGH POINT/TDZ ELEV. (E/U)

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ELEV. 470.1' HIGH POINT/TDZ ELEV(U)

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RUNWAY CLOSED

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TAXIWAY A

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TAXIWAY B

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SEGMENTED CIRCLE AND LIGHTED WINDCONE (E/U)

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TAXIWAY H

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TAXIWAY G

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COMMENTS:

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EXISTING END OF RWY 17L

AutoCAD SHX Text 469.9'

AutoCAD SHX Text 97%%D 04' 25.72" W

AutoCAD SHX Text 31%%D 39' 05.75" N

AutoCAD SHX Text 470.1

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ILS, GPS, NDB

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97%%DF

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D-IV

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STD W/CL REF

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ILS, GPS, NDB

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D-IV

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97%%DF

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STD W/CL REF

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

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AIRPORT REFERENCE CODE (ARC)

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AIRPORT REFERENCE POINT COORDINATES

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TAXIWAY LIGHTING

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TAXIWAY MARKING

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AIRPORT NAVIGATION AIDS

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AIRPORT ELEVATION (MSL)

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MAXIMUM ELEVATION ABOVE MSL

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PERCENT WIND COVERAGE

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RW SURFACE TYPE

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PERCENT EFFECTIVE GRADE

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EXISTING END OF RWY 35R

AutoCAD SHX Text 456.1'

AutoCAD SHX Text 97%%D 04' 21.46" W

AutoCAD SHX Text 31%%D 37' 40.72" N

AutoCAD SHX Text 466.7'

AutoCAD SHX Text 97%%D 04' 33.00" W

AutoCAD SHX Text 31%%D 38' 37.53" N

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EXISTING END OF RWY 17R

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EXISTING END OF RWY 35L

AutoCAD SHX Text 459.6'

AutoCAD SHX Text 97%%D 04' 29.87" W

AutoCAD SHX Text 31%%D 37' 35.33" N

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ULTIMATE END OF RWY 35L

AutoCAD SHX Text 463.8'

AutoCAD SHX Text 97%%D 04' 30.14" W

AutoCAD SHX Text 31%%D 37' 40.49" N

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ELEV. 463.8' LOW POINT (U)

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PROPOSED AIRPORT PERIMETER ROAD

AutoCAD SHX Text 99.88%%%

AutoCAD SHX Text 469.8'

AutoCAD SHX Text 456.1'

AutoCAD SHX Text 470.5'

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ASPHALT

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ASPHALT

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CONCRETE

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CONCRETE

AutoCAD SHX Text 0.2%%%

AutoCAD SHX Text 0.1%%%

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PIR

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PIR

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ILS/GPS/ ASR

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ILS/GPS/ ASR

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NDB/GPS

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MALSR/ PAPI

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MALSR/ PAPI

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RUNWAY CLOSED

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SHOP

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STORAGE

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FUEL STORAGE - 82,000 GAL

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DHL

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ACT 1

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CENTRAL RECEIVING

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BUILDING

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BUILDING

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HANGAR

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T-HANGAR

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T-HANGAR

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TERMINAL BUILDING

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AIR TRAFFIC CONTROL TOWER

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STORAGE

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TSTC BUILDING

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TSTC BUILDING - DENTAL

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TSTC BUILDING

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AIRPORT MAINTENANCE

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ELECTRICAL VAULT

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BUILDING - VACANT

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TELECOM BUILDING

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CUSTODIAL/PARACHUTES

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ARFF

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TSTC BUILDING - VACANT

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PUBLIC SAFETY

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TSTC STORAGE

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TSTC AVIATION MAINTENANCE

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L3 COMMUNICATIONS STORAGE

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L3 COMMUNICATIONS

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L3 COMMUNICATIONS CENTER

AutoCAD SHX Text 565'

AutoCAD SHX Text 563'

AutoCAD SHX Text 491'

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AutoCAD SHX Text 505'

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AutoCAD SHX Text 528'

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T-HANGAR

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HANGAR

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HANGAR

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HANGAR

AutoCAD SHX Text ~535'

AutoCAD SHX Text ~484'

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L3 COMMUNICATIONS

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L3 COMMUNICATIONS

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L3 COMMUNICATIONS

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L3 COMMUNICATIONS

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L3 COMMUNICATIONS

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TSTC-GOLF SUPPORT

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VARIES

AutoCAD SHX Text THE TSTC-GOLF SUPPORT AREA (31) CONSISTS OF MULTIPLE BUILDINGS WITH THE MAX HEIGHT LISTED. MOST STRUCTURES ARE LESS THAN 25' ABOVE GROUND LEVEL IN HEIGHT.

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NON-AVIATION DEVELOPMENT AREA

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PAPI-4R (U)

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PAPI-4L (U)

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PRECISION OFZ (E/U)

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INNER-TRANSITIONAL OFZ (E/U)

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INNER APPROACH OFZ (E/U)

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SOURCE: WACO, TEXAS - 1997 TO 2006, 82,699 OBSERVATIONS

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ULT ARC B-II: 13 KNOTS

AutoCAD SHX Text 17R-35L

AutoCAD SHX Text 98.79%%%

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SAC STATION 31° 38' 48.16278"N 97° 04' 20.35500"W EL. 472.0'

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SAC STATION 31° 38' 41.85259"N 97° 05' 07.22613"W EL. 480.77'

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PAC STATION 31° 38' 16.06259"N 97° 04' 16.16723"W EL. 457.6'

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MD-11

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DESIGN AIRCRAFT

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MD-11

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KING AIR C90

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D-IV

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RUNWAY ARC

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D-IV

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B-II

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NNE

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ENE

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ESE

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SSE

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SSW

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WSW

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WNW

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NNW

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AutoCAD SHX Text N

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KNOTS

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TAXIWAY D

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KING AIR C90

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APPROACH STOP DISTANCE AVAILABLE (ASDA)

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AutoCAD SHX Text P

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AutoCAD SHX Text P

AutoCAD SHX Text 35 R

AutoCAD SHX Text 35 L

AutoCAD SHX Text 17 R

AutoCAD SHX Text 17 L

AutoCAD SHX Text 35 L

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RPZ (E) 500' X 1,000' X 700'

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PENETRATIONS DETERMINED FROM 405 SURVEY

AutoCAD SHX Text No Threshold Siting Surface Penetrations

AutoCAD SHX Text Existing Line #3 400x1000x1500x8500 Ultimate Line #3 400x1000x1500x8500

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RUNWAY 17R - 35L 6,291' X 75' (E) 5,770' X 75'(U)

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TRUE BEARING 177.54°

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PENETRATIONS DETERMINED FROM 405 SURVEY

AutoCAD SHX Text See IPASD for Threshold Siting Surface Penetrations

AutoCAD SHX Text Existing Line #3 400x1000x1500x8500 Ultimate Line #3 400x1000x1500x8500

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RPZ (E/U) 500' X 1,700' X 1,010'

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PENETRATIONS DETERMINED FROM 405 SURVEY

AutoCAD SHX Text No Threshold Siting Surface Penetrations

AutoCAD SHX Text Existing Line #6 800x3800x10000 Ultimate Line #6 800x3800x10000

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RPZ (E) 500' X 1,000' X 700'

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RPZ (E/U) 1,000' X 2,500' X 1,750

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PENETRATIONS DETERMINED FROM 405 SURVEY

AutoCAD SHX Text See IPASD For Threshold Siting Surface Penetrations

AutoCAD SHX Text Existing Line #9 800x3800x10000 Ultimate Line #9 800x3800x10000

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B-II

AutoCAD SHX Text 300'

AutoCAD SHX Text 150'

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AutoCAD SHX Text 500'

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EXISTING

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VARIOUS HANGARS

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VARIES

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80' - 100' COLLAPSIBLE ANTENNAS

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AIRLINE DRIVE

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SEWAGE TREATMENT PLANT

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FANNIN AVENUE

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AIRLINE DRIVE

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File details come from the government source that posted it. Updated Sep 4, 2025.