rfq2404dumas00046.pdf

PDF 2 MB Posted Feb 1, 2024

Attached to: TxDOT Aviation Division- Notice to Consultants
Solicitation number: RFQ2404DUMAS00046
Issued by: Moore County, Texas

About this file

Written by GovTribe AI · Apr 2, 2024

This document is a Request for Qualifications (RFQ) Solicitation from the Texas Department of Transportation (TxDOT) Aviation Division on behalf of Moore County for engineering and design services, including construction administration, for an apron expansion project at the Moore County Airport (DUX) in Dumas, Texas.

The project scope includes providing engineering and design services to expand the airport's apron. The qualification statement should address the technical approach for this project only. The deadline to submit the AVN-550 form through the TxDOT Aviation eGrants system is February 27, 2024 at 2:00 PM (CDST). The consultant selection committee will review and rate the AVN-550 forms, and may conduct interviews with top-rated firms, before selecting the top-ranked firm for fee negotiations for the design and bidding phases. The current Disadvantaged Business Enterprise (DBE) goal for the design phase is 4%, and will be re-set for the construction phase.

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

TABLE OF CONTENTS

MOORE COUNTY AIRPORT

TXDOT SOLICITATION NO.: RFQ2404DUMAS-00046

1. REQUEST FOR QUALIFICATIONS SOLICITATION

2. EVALUATION CRITERIA

3. PROJECT DIAGRAM

4. AIRPORT LAYOUT PLAN

5. FORM AVN-550-(PLEASE BE SURE TO DOWNLOAD THE MOST RECENT REVISED

FORM DATED 8/2016)

6. INSTRUCTIONS FOR RESPONDING TO A SOLICITATION IN EGRANTS

Texas Department of Transportation Aviation Division

Request for Qualifications (RFQ) for Professional Engineering Services

Moore County, 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: Moore County; TxDOT CSJ/Project ID: 2404DUMAS.

The TxDOT Project Manager is Paul Slusser.

Scope: Provide engineering and design services, including construction administration, to: Apron Expansion.

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 4%. 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 Plan are available online at http://www.dot.state.tx.us/avn/avninfo/notice/consult/index.htm by selecting “Moore County Airport.” The qualification statement should address a technical approach for the current scope only. Firms shall use page 4, Recent Airport Experience, to list relevant past projects.

AVN-550 Preparation Instructions:

Interested firms shall utilize the latest version of Form AVN-550, titled “Qualifications for Aviation Architectural/Engineering Services”. The form may be requested from TxDOT, Aviation Division, 125 E. 11th Street, Austin, Texas 78701-2483, phone number, 1-800-68-PILOT (74568).

The form may be emailed by request or downloaded from the TxDOT website at http://www.txdot.gov/inside-txdot/division/aviation/projects.html. The form may not be altered in any way and must not contain Quick Response (QR) codes or links. The form fields must be completed in black font, without changing the existing font size or color, and must not contain any bold or italicized words. If a firm is non-compliant, the submittal of AVN-550 will be deemed as http://www.dot.state.tx.us/avn/avninfo/notice/consult/index.htm http://www.txdot.gov/inside-txdot/division/aviation/projects.html non-responsive. Firms must carefully follow the instructions provided on each page of the form.

Qualifications shall not exceed the number of pages in the AVN-550 template. The AVN-550 consists of eight pages of data plus one optional illustration page. A prime provider may only submit one AVN-550. If a prime provider submits more than one AVN-550 or submits a cover letter with the AVN-550, that provider will be disqualified. Responses to this solicitation WILL

NOT BE ACCEPTED IN ANY OTHER FORMAT.

ATTENTION: To ensure utilization of the latest version of Form AVN-550, firms are encouraged to download Form AVN-550 from the TxDOT website as addressed above. Utilization of Form AVN-550 from a previous download may not be the exact same format. Form AVN-550 is a PDF Template.

The Form AVN-550 must be completed accurately to include the correct Airport Name and TxDOT Project ID number. The completed Form AVN-550 must be received in the TxDOT Aviation eGrants system no later than February 27, 2024, 2:00 p.m. (CDST). Electronic facsimiles or forms sent by email or regular/overnight mail will not be accepted.

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

An instructional video on how to respond to a solicitation in eGrants is available at http://txdot.gov/government/funding/egrants-2016/aviation.html

Step by step instructions on how to respond to a solicitation in eGrants will also be posted in the RFQ packet at http://www.dot.state.tx.us/avn/avninfo/notice/consult/index.htm.

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 AVN-550s. The committee will review all AVN-550s and rate and rank each. The Evaluation Criteria for Engineering Qualifications 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 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 1-800-68-PILOT (74568). For procedural questions, please contact Noemi Rios, Contract Specialist. For technical questions, please contact Paul Slusser, 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.

http://txdot.gov/government/funding/egrants-2016/aviation.html http://txdot.gov/government/funding/egrants-2016/aviation.html http://www.dot.state.tx.us/avn/avninfo/notice/consult/index.htm http://www.txdot.gov/inside-txdot/division/aviation/projects.html mailto:avn-egrantshelp@txdot.gov

EVALUATION CRITERIA FOR AIRPORT PLANNING QUALIFICATIONS

The following criteria will generally be used in evaluating consultants submitting qualifications;

however, the Consultant Selection Committee may develop additional consultant evaluation criteria and point values, if desired. The Consultant Selection Committee should assign points to be used for the Consultant Rating Sheet if they do not use the suggested point values. The TxDOT Project Manager can assist the Selection Committee in interpreting the criteria and establishing point values for each criterion, if necessary.

Suggested Point Values and Selection Criteria

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? [Sources of information: Aviation Planning Team Form, Recent Relevant Airport Experience Form, Proposed Technical Approach Form, and possibly the Optional Summary.]

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?

[Sources of information: Aviation Planning Team Form, Recent Relevant Airport Experience Form, and possibly the Optional Summary.]

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 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?

[Sources of information: Aviation Planning Team Form, Recent Relevant Airport Experience Form, Project Schedule Form, possibly the Optional Summary, and reference check.]

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 guidance? Is the schedule appropriate to accomplish the project?

[Sources of information: Proposed Technical Approach Form, Proposed Schedule Form, and possibly the Optional Summary.]

Moore County Airport (DUX) Dumas, Texas

Expand Apron

AutoCAD SHX Text

TITLE, AIRPORT SPONSOR'S REPRESENTATIVE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DAVID FULTON, DIRECTOR, AVIATION DIVISION

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

TEXAS DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

AVIATION DIVISION

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

AutoCAD SHX Text of Transportation

AutoCAD SHX Text Department

AutoCAD SHX Text Texas

AutoCAD SHX Text Aviation Division

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AIRPORT SPONSOR

AutoCAD SHX Text TxDOT Aviation Division 150 E. Riverside Dr. Austin, TX 78704 800.687.4568

AutoCAD SHX Text

AutoCAD SHX Text Moore County Airport (DUX)

AutoCAD SHX Text Dumas, Texas

AutoCAD SHX Text Nov 2008

AutoCAD SHX Text ALP approved according to FAA AC 150/5300-13 CH 14 and AC 150/5070-6A plus the requirements of a favorable environmental finding prior to the start of any land acquisition or construction and FAA forms 7460-1 and 7480-1 prior to an construction on airport property. Copyright 2009 TxDOT Aviation Division. All rights reserved.

AutoCAD SHX Text Current and future development depicted on this ALP is approved and supported by the airport sponsor.

AutoCAD SHX Text

AIRPORT LAYOUT DRAWING

AutoCAD SHX Text 1 3

AutoCAD SHX Text

T-HANGAR

AutoCAD SHX Text

TOP

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

BUILDING TABLE

AutoCAD SHX Text

RUNWAY END COORDINATES AND ELEVATIONS

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

COMMENTS

AutoCAD SHX Text

RUNWAY END

AutoCAD SHX Text

CROSSWIND COMPONENT

AutoCAD SHX Text

RUNWAY 01-19

AutoCAD SHX Text

RUNWAY 14-32

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 92.99%%%

AutoCAD SHX Text 76.07%%%

AutoCAD SHX Text 96.82%%%

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

AIRPORT DATA TABLE

AutoCAD SHX Text 3706.4'

AutoCAD SHX Text

GPS

AutoCAD SHX Text

B-II

AutoCAD SHX Text

NONE

AutoCAD SHX Text

92%%DF

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

AutoCAD SHX Text

AIRPORT REFERENCE CODE (ARC)

AutoCAD SHX Text

AIRPORT REFERENCE POINT COORDINATES

AutoCAD SHX Text

TAXIWAY LIGHTING

AutoCAD SHX Text

TAXIWAY MARKING

AutoCAD SHX Text

AIRPORT NAVIGATION AIDS

AutoCAD SHX Text

AIRPORT ELEVATION (MSL)

AutoCAD SHX Text DATUM COORDINATE SYSTEMS - HORIZONTAL DATUM NAD_1983_StatePlane_Texas_North_FIPS_4201_Feet, VERTICAL DATUM NAVD88. NO OFZ OBJECT PENETRATIONS 405 SURVEY PERFORMED BY GEODETIX, INC. 2008 CAUTION ZONE LIGHTS ARE PRESENT ON THE RUNWAY

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

AutoCAD SHX Text 3100'

AutoCAD SHX Text 3100' X 60'

AutoCAD SHX Text 240'

AutoCAD SHX Text 3701.1'

AutoCAD SHX Text

NONE

AutoCAD SHX Text

NONE

AutoCAD SHX Text 3701.0'

AutoCAD SHX Text 240'

AutoCAD SHX Text 120'

AutoCAD SHX Text 250'

AutoCAD SHX Text 200'

AutoCAD SHX Text 250'

AutoCAD SHX Text

RW 14-32

AutoCAD SHX Text 3701.0'

AutoCAD SHX Text 0.08%%%

AutoCAD SHX Text 76.07%

AutoCAD SHX Text 20:1

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text A(V)

AutoCAD SHX Text 35%%D51'26.749" N

AutoCAD SHX Text 102%%D00'47.914" W

AutoCAD SHX Text

EXISTING END OF RWY 19

AutoCAD SHX Text

EXISTING END OF RWY 01

AutoCAD SHX Text A-I

AutoCAD SHX Text Socata TBM 700

AutoCAD SHX Text 2132'

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

RUNWAY DATA TABLE

AutoCAD SHX Text

AutoCAD SHX Text 6001'

AutoCAD SHX Text

MIRL

AutoCAD SHX Text

60 DW

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

RUNWAY VISUAL AIDS

AutoCAD SHX Text

APPROACH VISIBILITY MINIMA

AutoCAD SHX Text

TOUCHDOWN ZONE ELEVATION

AutoCAD SHX Text PAVEMENT DESIGN STRENGTH (thousands lbs.)

AutoCAD SHX Text

RSA - WIDTH

AutoCAD SHX Text

RSA - LENGTH BEYOND RW END

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

ACCELERATE STOP DISTANCE AVAIL. (ASDA)

AutoCAD SHX Text

LANDING DISTANCE AVAILABLE (LDA)

AutoCAD SHX Text

OFZ - LENGTH BEYOND RW END

AutoCAD SHX Text

OFA WIDTH

AutoCAD SHX Text

OFA - LENGTH BEYOND RW END

AutoCAD SHX Text

OFZ WIDTH

AutoCAD SHX Text

RW 1-19

AutoCAD SHX Text 6001' X 100'

AutoCAD SHX Text

MAXIMUM ELEVATION ABOVE MSL

AutoCAD SHX Text

PERCENT WIND COVERAGE

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

FAR PART 77 APPROACH SURFACE SLOPE

AutoCAD SHX Text 0.12%%%

AutoCAD SHX Text

PERCENT EFFECTIVE GRADIENT

AutoCAD SHX Text 34:1

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

GPS LPV

AutoCAD SHX Text

GPS LPV

AutoCAD SHX Text D

AutoCAD SHX Text

RUNWAY ARC

AutoCAD SHX Text

B-II

AutoCAD SHX Text

DESIGN AIRCRAFT & ARC

AutoCAD SHX Text Hawker BH 125-400

AutoCAD SHX Text

BALANCED FIELD LENGTH

AutoCAD SHX Text 6300'

AutoCAD SHX Text

THRESHOLD SITING SURFACE & SLOPE

AutoCAD SHX Text #9 34:1

AutoCAD SHX Text #5 20:1

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text

VISUAL

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

AutoCAD SHX Text 3716.5'

AutoCAD SHX Text

T-HANGAR

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

ROTATING BEACON

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

T-HANGAR

AutoCAD SHX Text

AIRPORT SHOP

AutoCAD SHX Text

AG OPERATOR

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

FUEL STORAGE

AutoCAD SHX Text

NDB TOWER

AutoCAD SHX Text

BOX HANGAR

AutoCAD SHX Text

T-HANGAR

AutoCAD SHX Text

AutoCAD SHX Text 3726.3'

AutoCAD SHX Text 3725.7'

AutoCAD SHX Text 3706.2'

AutoCAD SHX Text 3726.5'

AutoCAD SHX Text 3722.7'

AutoCAD SHX Text 3711.7'

AutoCAD SHX Text 3712.7'

AutoCAD SHX Text 3712.1'

AutoCAD SHX Text 3706.8'

AutoCAD SHX Text 3717.6'

AutoCAD SHX Text 3721.3'

AutoCAD SHX Text 3767.0'

AutoCAD SHX Text

UNKNOWN

AutoCAD SHX Text 3698.13'

AutoCAD SHX Text 102%%D00'34.7920" W

AutoCAD SHX Text 35%%D51'50.2157" N

AutoCAD SHX Text 3706.42'

AutoCAD SHX Text 102%%D01'03.4439" W

AutoCAD SHX Text 35%%D50'55.6401" N

AutoCAD SHX Text

21 SW 32 DW

AutoCAD SHX Text

MIRL

AutoCAD SHX Text

STD

AutoCAD SHX Text 92.99% 13 kts

AutoCAD SHX Text

ASPH

AutoCAD SHX Text 300'

AutoCAD SHX Text 150'

AutoCAD SHX Text 500'

AutoCAD SHX Text 200'

AutoCAD SHX Text 400'

AutoCAD SHX Text 3706.4'

AutoCAD SHX Text 20:1

AutoCAD SHX Text A(V)

AutoCAD SHX Text

BASIC

AutoCAD SHX Text

BASIC

AutoCAD SHX Text #5 20:1

AutoCAD SHX Text 3100'

AutoCAD SHX Text 34:1

AutoCAD SHX Text D

AutoCAD SHX Text

NNE

AutoCAD SHX Text

ENE

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

ESE

AutoCAD SHX Text

SSE

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

SSW

AutoCAD SHX Text

WSW

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

WNW

AutoCAD SHX Text

NNW

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

KNOTS

AutoCAD SHX Text

WIND COVERAGE:

AutoCAD SHX Text 50.2

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.1

AutoCAD SHX Text .8

AutoCAD SHX Text .7

AutoCAD SHX Text .6

AutoCAD SHX Text .4

AutoCAD SHX Text .3

AutoCAD SHX Text .4

AutoCAD SHX Text .6

AutoCAD SHX Text 1.1

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.7

AutoCAD SHX Text 2.1

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.0

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.3

AutoCAD SHX Text .8

AutoCAD SHX Text .6

AutoCAD SHX Text .4

AutoCAD SHX Text .3

AutoCAD SHX Text .4

AutoCAD SHX Text .5

AutoCAD SHX Text .7

AutoCAD SHX Text 1.2

AutoCAD SHX Text .5

AutoCAD SHX Text .3

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text .3

AutoCAD SHX Text .6

AutoCAD SHX Text .8

AutoCAD SHX Text 1.0

AutoCAD SHX Text .9

AutoCAD SHX Text .7

AutoCAD SHX Text .6

AutoCAD SHX Text .4

AutoCAD SHX Text .3

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text .3

AutoCAD SHX Text .6

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text .3

AutoCAD SHX Text .2

AutoCAD SHX Text .1

AutoCAD SHX Text

AutoCAD SHX Text .1

AutoCAD SHX Text .2

AutoCAD SHX Text

96.82 %

AutoCAD SHX Text 3701.58'

AutoCAD SHX Text 3706.42'

AutoCAD SHX Text 6001'

AutoCAD SHX Text

3/4 MILE

AutoCAD SHX Text

3/4 MILE

AutoCAD SHX Text #6 20:1

AutoCAD SHX Text

NPI

AutoCAD SHX Text

NPI

AutoCAD SHX Text

AutoCAD SHX Text EX 6001' x 100' TRUE AZIMUTH 23.14°

AutoCAD SHX Text EX AND ULT 3100' x 60' TRUE AZIMUTH 151.56°

AutoCAD SHX Text

EX RPZ 1000' X 1700' X 1510'

AutoCAD SHX Text

EX RPZ 250' X 450' X 1000'

AutoCAD SHX Text

EX RPZ 1000' X 1700' X 1510'

AutoCAD SHX Text

BUILDING RESTRICTION LINE (BRL)

AutoCAD SHX Text

BRL 0'

AutoCAD SHX Text

SURVEY MARKERS

AutoCAD SHX Text

HOLD POSITION AND SIGN

AutoCAD SHX Text

AWOS

AutoCAD SHX Text

VGSI

AutoCAD SHX Text

C&G BEACON

AutoCAD SHX Text

NONDIRECTIONAL BEACON (NDB)

AutoCAD SHX Text

WIND CONE & SEGMENTED CIRCLE

AutoCAD SHX Text

ULTIMATE

AutoCAD SHX Text

ALD LEGEND

AutoCAD SHX Text

EXISTING

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 AIRPORT PROPERTY LINE w/FENCE

AutoCAD SHX Text

RUNWAY/TAXIWAY OUTLINE

AutoCAD SHX Text

BUILDINGS/FACILITIES

AutoCAD SHX Text

AIRPORT PROPERTY LINE

AutoCAD SHX Text

AIRPORT REFERENCE POINT

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text x

AutoCAD SHX Text

THRESHOLD LIGHTS

AutoCAD SHX Text

RW END IDENTIFIER LIGHTS (REILS)

AutoCAD SHX Text

SIGNIFICANT OBJECT LOCATION

AutoCAD SHX Text

GROUND CONTOURS

AutoCAD SHX Text

TREES/BRUSH

AutoCAD SHX Text

AutoCAD SHX Text xu

AutoCAD SHX Text

FEATURE

AutoCAD SHX Text

EX RPZ 250' X 450' X 1000'

AutoCAD SHX Text

EXISTING END OF RWY 14

AutoCAD SHX Text 3698.5'

AutoCAD SHX Text 102%%D00'54.5447" W

AutoCAD SHX Text 35%%D51'47.6247" N

AutoCAD SHX Text

EXISTING END OF RWY 32

AutoCAD SHX Text 3700.1'

AutoCAD SHX Text 102%%D00'36.6182" W

AutoCAD SHX Text 35%%D51'20.6751" N

AutoCAD SHX Text Magnetic Declination 7°21'E

AutoCAD SHX Text changing 0°7'W per year

AutoCAD SHX Text Wind Data: Lubbock, 1997 to 2006 All Weather

AutoCAD SHX Text

AutoCAD SHX Text 3706.4'

AutoCAD SHX Text

GPS

AutoCAD SHX Text

B-II

AutoCAD SHX Text

NONE

AutoCAD SHX Text

92%%DF

AutoCAD SHX Text 35%%D51'26.749" N

AutoCAD SHX Text 102%%D00'47.914" W

AutoCAD SHX Text

STD

AutoCAD SHX Text

AWOS AND CLEAR ZONES

AutoCAD SHX Text

AutoCAD SHX Text SEE IPASD FOR THRESHOLD SITING SURFACE OBJECT PENETRATIONS #6 TSS 800 X 3800 X 10000 PENETRATIONS DETERMINED FROM 405 SURVEY

AutoCAD SHX Text NO THRESHOLD SITING SURFACE OBJECT PENETRATIONS #9 TSS 800 X 3800 X 10000 DETERMINED FROM 405 SURVEY

AutoCAD SHX Text

SACS DUMASPORT AZ MK

AutoCAD SHX Text

PACS DUMASPORT

AutoCAD SHX Text

SACS DUX A

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text ADD HANGAR 15 AND ADDITIONAL TERMINAL AREA PAVEMENT. SEPT 2018 TxDOT MACKE

AutoCAD SHX Text 1" = 400'

Instructions for Responding to a RFQ Solicitation

Aviation Division 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 AVN-550, 550D, 551 or 551D

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. Or, you may upload a scanned copy of the AVN- 550, 550D, 551, or 551D.

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

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.

https://apps2.dot.state.tx.us/apps/egrants2/logout2.aspx https://apps2.dot.state.tx.us/apps/egrants2/logout2.aspx eGrants 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 avn-550, 550D, 551, or 551D 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.

October 2023 https://form.jotform.com/62164883455160 https://form.jotform.com/62164883455160

Project Exhibit - 82886_344022 DUX Apron Expansion Exhibit.pdf

txdot.gov

828886_344022-DUXApronExpansionExhibit.png %d×%d pixels

Airport Layout 828886_344020-DUXMOORECOUNTYAIRPORTALDUPDATE.pdf

Sheets and Views

Dumas_ALD_18-ANSI D

4 Instruction for Responding to a Solicitation in eGrants.pdf

eGrants Workflow Test Script

eGrants Help Desk Form

File details come from the government source that posted it. Updated Apr 2, 2024.