Drawings.pdf

PDF 3 MB Posted Dec 11, 2025

Attached to: Rubber Removal and Airfield Markings Federal contract opportunity
Solicitation number: FA466126Q0009
Issued by: Department of the Air Force Global Strike Command

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Written by GovTribe AI · Dec 11, 2025

This document is a detailed set of engineering drawings for a Rubber Removal & Airfield Markings project at Dyess Air Force Base in Texas, with the project number FNWZ 25-0167. The technical drawings cover multiple aspects of airfield infrastructure, including runway 16/34, taxiways (A through H), parking aprons, and various markings and site plans. The project involves removing existing rubber deposits from runway and taxiway surfaces, repainting centerline and edge markings, and reconfiguring airfield signage and control points. Specific tasks include water blast rubber removal, repainting reflective white and yellow lines, establishing new taxiway edge lines, updating parking designation markings, and installing Entry Control Points (ECP) with restricted area boundary markings. The drawings provide precise technical specifications for each area, including dimensions, line types, and placement of various airfield navigation and control elements.

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Other files for this federal contract opportunity

Other files attached to Rubber Removal and Airfield Markings, newest first.
File	Type	Posted
Questions and Answers.pdf	PDF	Jan 6, 2026
Solicitation Amendment FA466126Q00090002 SF 30.pdf	PDF	Jan 6, 2026
Solicitation Amendment - FA466126Q00090002.pdf	PDF	Jan 6, 2026
Solicitation Amendment - FA466126Q00090001.pdf	PDF	Dec 18, 2025
Questions and Answers.pdf	PDF	Dec 18, 2025
Solicitation - FA466126Q0009.pdf	PDF	Dec 11, 2025
Technical Factors.pdf	PDF	Dec 11, 2025
Wage Determination.pdf	PDF	Dec 11, 2025
Specifications_.pdf	PDF	Dec 11, 2025
SoW.pdf	PDF	Dec 11, 2025

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CONCRETE

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CONC

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SCH

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SCHEDULE

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EACH WAY

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COLUMN

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COL

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AWWA

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AMERICAN WATER WORKS ASSOCIATION

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ASTM

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AMERICAN STY FOR TESTING AND MAT.

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PLATE

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BUILDING

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BLDG

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DYESS AFB, TX.

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AIRFIELD

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SSPC

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STEEL STRUCTURE PAINTING COUNCIL

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INCH

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NUMBER

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STD

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STANDARD

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NATIONAL SANITATION FOUNDATION

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NSF

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FEDERAL

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FOOT, FEET

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FT.

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SHEET

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TYPICAL

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SPEC

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SPECIFICATION, SPECIFICATIONS

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REFERENCE

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REF

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EXIST

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EXISTING

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ELEV

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ELEVATION

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DIAMETER

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MAIN GATE

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%%UPROJECT LOCATION

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NOT TO SCALE

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ABILENE

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CONTRACTING DIV.

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%%UAREA MAP

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ELEVATION

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CIVIL ENGINEERING

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SECURITY POLICE

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CONTRACTOR'S ACCESS

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HAUL ROAD ROUTE

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NORTH

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ON CENTER, ON CENTERS

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FNWZ 25-0167

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DETAIL

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SECTION

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PROJECT TITLE

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%%UGENERAL NOTES

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DYESS AFB

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RUBBER REMOVAL & AIRFIELD MARKINGS

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CENTER LINE

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RUNWAY 16/34

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LZ 16/34A

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LZ 16/34B

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IAW

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IN ACCORDANCE WITH

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, DIA

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QUANTITY

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QTY

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LENGTH

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LEN.

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POLYVINYL CHLORIDE

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PVC

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CAST IRON

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PORTLAND CEMENT CONCRETE

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PCC

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AT/FP

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ANTITERRORISM/FORCE PROTECTION

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WORK AREA

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WORK AREA

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WORK AREA

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DYESS

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TEXAS

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PROJECT TITLE

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SHEET

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REVISION

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DESIGN FIRM

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SIGNATURE

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OFFICE

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APPROVED

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COORDINATION

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BY/DATE

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COVER

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%%UDRAWING INDEX

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%%UNO.

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%%UNO.

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COVER SHEET

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%%USHEET TITLE

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RWY 16/34 PARTIAL PLAN (NORTH)

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SHEET

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AutoCAD SHX Text CONTRACTOR MAY CONTACT ONLY THE BASE CONTRACTING OFFICE - 7 CONS/LGCA, DYESS AFB, TX 79607-1581;

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(325) 696-3685 FOR ANY AND ALL INFORMATION WITH REGARDS TO THIS TASK ORDER.

AutoCAD SHX Text ALL WORK IS NEW UNLESS OTHERWISE INDICATED TO BE "EXISTING" OR "REUSED" OR "RELOCATED".

AutoCAD SHX Text CONTRACTOR SHALL OBTAIN A COMPLETED AF FORM 103 "WORK CLEARANCE REQUEST" FROM THE CONTRACTING OFFICER

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PRIOR TO PERFORMANCE OF ON-SITE WORK.

AutoCAD SHX Text EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERFY EXACT LOCATIONS

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PRIOR TO EXCAVATION OR TRENCHING.

AutoCAD SHX Text CONTRACTOR SHALL HAND DIG WITHIN 5 FEET EITHER SIDE OF UTILITY CROSSINGS UNTIL THE UTILITY IS PHYSICALLY

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EXPOSED PRIOR TO PERFORMING MECHANICAL TRENCHING OR EXCAVATING.

AutoCAD SHX Text CONTRACTOR IS HIGHLY ENCOURAGED TO PERFORM A SITE VISIT TO THOROUHGLY FAMILIARIZE THEMSELVES WITH

AutoCAD SHX Text ANY AND ALL EXISTING SITE AND PROJECT LOCATION CONDITIONS WHICH MAY AFFECT THE WORK UNDER THIS

AutoCAD SHX Text TASK ORDER. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR CONTRACTOR ERRORS OR OMISSIONS WHICH COULD

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BE MADE KNOWN BY ATTENDING A SITE VISIT.

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FNWZ 25-0167

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RUBBER REMOVAL

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AIRFIELD MARKINGS

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D.MATSCHEK

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D.MATSCHEK

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D.MATSCHEK

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NOV 25

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RWY 16/34 PARTIAL PLAN (SOUTH)

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RWY 164/344 PARTIAL PLANS

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FOR APRON CONSTRUCTION

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DETAILS REFER:

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CAUTION!!! THERE ARE

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NUMEROUS PRESSURIZED

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FUEL (JP-8) LINES UNDER

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THE B1-B RAMP (NOT

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SHOWN FOR CLARITY).

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VERIFY LOCATION PRIOR

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TO DIGGING.

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TAXIWAY "A"

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WATER UG

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SOUTH WARMUP APRON

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(SOUTH HAMMERHEAD)

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ELEC UG

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TAXIWAY "F"

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SOUTH OVERRUN

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TAXIWAY "E"

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TAXIWAY "G"

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TAXIWAY "A"

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ELEC UG

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ELEC UG

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ACTIVE RUNWAY 16/34)

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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HOT CARGO PAD

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& HELICOPTER PAD

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TAXIWAY "C"

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C-130 RAMP

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COM&ELEC UG

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FIRE TRAINING AREA

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BASE OPERATIONS

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TRANSIENT

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RAMP

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NORTH WARMUP APRON

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NORTH HAMMERHEAD)

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NORTH OVERRUN

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TAXIWAY "B"

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TAXIWAY "D"

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TAXIWAY "H

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RUNWAY 163/343 (JACKRABBIT, DIRT STRIP)

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TAXIWAY "J"

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RUNWAY 164/344 (TYE LZ, ASPHALT STRIP)

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B1-B RAMP

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FIRE DEPARTMENT

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TAXIWAY "A"

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WATER UG

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ELEC UG

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COM UG

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ALERT

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AREA

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TAXIWAY "A"

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DYESS AFB PROPERTY LINE

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PLAN - AIRFIELD @ DYESS AFB, TX

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SCALE: NOT TO SCALE

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ELEC UG

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JP-8 UG

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WATER, JP-8 & ELECT

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WATER, JP-8 & ELECT UG

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TAXIWAY (UNNAMED)

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%%USEQUENCE

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%%USHEET

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TAXIWAY 'B', 'C', 'D', 'E', 'F', & 'G' SITE PLAN

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TAXIWAY 'H' & 'J' SITE PLAN

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B1-B PARKING APRON PARTIAL PLAN

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PAVEMENT MARKING DETAILS

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OPTIONS - B1-B PARKING APRON, TAXIWAY 'B' &

TAXIWAY 'F'

TWY B

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TWY C

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TWY C

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HAMMERHEAD

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DYESS

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TEXAS

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PROJECT TITLE

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SHEET

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REVISION

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OFFICE

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APPROVED

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COORDINATION

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BY/DATE

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FNWZ 25-0167

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RUBBER REMOVAL

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AIRFIELD MARKINGS

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D.MATSCHEK

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D.MATSCHEK

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D.MATSCHEK

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NOV 25

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RWY 16/34 PARTIAL PLAN

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RUBBER REMOVAL AREA

AutoCAD SHX Text SCOPE OF WORK: 1. THE WORK COVERED BY THIS PROJECT CONSISTS OF THE CONTRACTOR FURNISHING ALL LAYOUT, SURVEY, PLANT, LABOR, SUPERVISION, QUALITY CONTROL, MATERIALS, EQUIPMENT, MACHINES, TOOLS AND INCIDENTALS AND PERFORMING ALL OPERATION IN CONNECTION WITH RUBBER REMOVAL AND PAINTING AIRFIELD MARKINGS AT RUNWAY 16/34 (MAIN RUNWAY) AND RUNWAY 164/344 (TYE LZ) AT DYESS AFB, TEXAS COMPLETE AND IN STRICT ACCORDANCE WITH THIS CONTRACT. NOTE THE SCOPE OF WORK CAN ONLY BE DONE DURING WEEKENDS CONTRACTOR SHALL COORDINATE A WORK NOTE THE SCOPE OF WORK CAN ONLY BE DONE DURING WEEKENDS CONTRACTOR SHALL COORDINATE A WORK PLAN WITH THE AIRFIELD MANAGER AND CE AND GET IT APPROVED BY THE CONTRACTING OFFICER PRIOR TO START ANY WORK. 2. PERFORM TWO RUBBER REMOVALS WITHIN INDICATED AREAS AT RUNWAY 16/34 (MAIN RUNWAY). ONE RUBBER REMOVAL SHALL BE PERFORMED IMMEDIATELY AFTER CONTRACT IS AWARDED. SECOND REMOVAL SHALL BE PERFORMED 6 MONTHS AFTER THE FIRST REMOVAL IS COMPLETE; PROPOSED DATES SHALL BE COORDINATED WITH AIRFIELD MANAGER, CE AND CONTRACTING OFFICER. REFER TO SHEETS C1-C3 FOR REMOVAL AREAS. 3. PERFORM RUBBER REMOVAL WITHIN INDICATED AREAS AT RUNWAY 164/344 (TYE LZ). REFER TO SHEET "C3" FOR REMOVAL AREAS. 4. REPAINT RUNWAY 16/34 CENTER LINES WITHIN THE RUBBER REMOVAL AREAS AND RUNWAY DESIGNATION NUMBERS, AND TOUCHDOWN BARS AT RUNWAY 164/344 AS INDICATED IN SHEETS "C1" THROUGH "C3".

AutoCAD SHX Text PHASE 1- NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ABOVE. 2. REPAINT EXISTING CENTERLINE MARKINGS CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET WITH 80-FEET SPACES. 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE . REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REMOVE ENTIRELY, RECENTER, AND PAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON SHEET C2. PHASE 2 - NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ABOVE. 2. REPAINT EXISTING CENTERLINE MARKINGS WITHIN RUBBER REMOVAL AREA, CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET WITH 80 FEET SPACES. 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REPAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON SHEET C2.

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SLAB ROWS COUNTER (STARTING FROM NORTH END)

AutoCAD SHX Text AIRFIELD WORKING CONDITIONS: 1. THE WORK AREA IS LOCATED IN THE AIRFIELD AT DYESS AFB TO INCLUDE THE MAIN RUNWAY (RUNWAY 16/34) AND THE ASPHALT LANDING ZONE (RUNWAY 164/344). THE AIRFIELD WILL REMAIN ACTIVE THROUGHOUT THE AIRFIELD WILL REMAIN ACTIVE THROUGHOUT THE DURATION OF THIS TASK ORDER. CONTRACTOR SHALL PREPARE A WORK PLAN AND SCHEDULE ALL INDICATED CONTRACTOR SHALL PREPARE A WORK PLAN AND SCHEDULE ALL INDICATED WORK PURSUANT TO ALL WORKING CONDITIONS. ALL REQUIRED WORK EFFORTS ON OR WITHIN 100-FEET OF THE ALL REQUIRED WORK EFFORTS ON OR WITHIN 100-FEET OF THE ALL REQUIRED WORK EFFORTS ON OR WITHIN 100-FEET OF THE ACTIVE RUNWAY SHALL BE ACCOMPLISHED ONLY ON WEEKENDS FROM 1800 HOURS FRIDAY UNTIL 0600 HOURS ON THE FOLLOWING MONDAY PER CONTRACTOR'S APPROVED WORK PLAN. 2. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND THE AIRFIELD MANAGER 30 DAYS IN ADVANCE PRIOR TO COMMENCING ANY WORK TO DETERMINE WEEKEND AVAILABILITY AND AIRCRAFT OPERATIONS TO GAIN ACCESS TO THE WORK SITES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL PRECAUTIONARY MEASURES AS NEEDED TO PROTECT ALL EXISTING IMPROVEMENTS, WHICH ARE NOT CALLED FOR IN THE CONTRACT DOCUMENTS TO BE REPLACED, REMOVED OR OTHERWISE ALTERED, FROM DAMAGE. DAMAGE TO ANY EXISTING FACILITY THAT IS THE FAULT OF THE CONTRACTOR SHALL BE REPAIRED OR THE FACILITY SHALL BE REPLACED IMMEDIATELY AS NEEDED TO RESTORE THE DAMAGED FACILITY TO ITS ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE GOVERNMENT.

AutoCAD SHX Text EXISTING CONCRETE SLAB JOINTS (25'x25' GRID EXCEPT AT TWY "C" & "E" WHICH IS 18.75'x18.75')

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SCALE: 1:100

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RUNWAY 16/34 PARTIAL PLAN (CONT.)

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MATCH LINE

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SCALE: 1:100

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RUNWAY 16/34 PARTIAL PLAN - NORTH END

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AIRFIELD WORKING CONDITIONS (MARKINGS): 1. THE WORK AREA IS LOCATED IN THE AIRFIELD AT DYESS AFB TO INCLUDE THE MAIN RUNWAY (RUNWAY 16/34), AN ASPHALT LANDING ZONE (RUNWAY 164/344), TAXIWAYS "B", "C", "D", "E", "F", "G", "H" AND "J", B1 PARKING APRON, C-130J PARKING APRON AND TRANSIENT PARKING APRON. THE AIRFIELD WILL REMAIN ACTIVE THROUGHOUT THE DURATION OF THIS TASK ORDER. CONTRACTOR CONTRACTOR SHALL PREPARE A WORK PLAN AND SCHEDULE ALL INDICATED WORK PURSUANT TO ALL WORKING CONDITIONS. THE CONTRACTOR WILL BE GIVEN WEEKDAY ACCESS (MONDAY THRU FRIDAY) TO PURSUE THE CONTRACTOR WILL BE GIVEN WEEKDAY ACCESS (MONDAY THRU FRIDAY) TO PURSUE WORK EFFORTS UNDER THIS TASK ORDER ON AIRFIELD WORK AREAS OTHER THAN ON OR WITHIN 100-FEET OF THE ACTIVE RUNWAYS PER CONTRACTOR'S APPROVED WORK PLAN. ALL REQUIRED ALL REQUIRED WORK EFFORTS ON OR WITHIN 100-FEET OF THE ACTIVE RUNWAYS SHALL BE ACCOMPLISHED ONLY ON WEEKENDS FROM 1800 HOURS FRIDAY UNTIL 0600 HOURS ON THE FOLLOWING MONDAY PER CONTRACTOR'S APPROVED WORK PLAN. 2. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND THE AIRFIELD MANAGER 14 DAYS IN ADVANCE PRIOR TO COMMENCING ANY WORK TO DETERMINE WEEKEND AVAILABILITY AND AIRCRAFT OPERATIONS TO GAIN ACCESS TO THE WORK SITES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL PRECAUTIONARY MEASURES AS NEEDED TO PROTECT ALL EXISTING IMPROVEMENTS, WHICH ARE NOT CALLED FOR IN THE CONTRACT DOCUMENTS TO BE REPLACED, REMOVED OR OTHERWISE ALTERED, FROM DAMAGE. DAMAGE TO ANY EXISTING FACILITY THAT IS THE FAULT OF THE CONTRACTOR SHALL BE REPAIRED OR THE FACILITY SHALL BE REPLACED IMMEDIATELY AS NEEDED TO RESTORE THE DAMAGED FACILITY TO ITS ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE GOVERNMENT.

0.6

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(SEE NOTE 3)

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NOTES:

1. ALL LETTERS AND NUMERALS EXCEPT THE NUMBER ELEVEN ARE

HORIZONTALLY SPACED 15' [4.6 M] BETWEEN THE NEAR EDGES. THE

NUMERALS USED TO FORM "11" ARE SPACED AT 27' [8.2M] BETWEEN INNER

EDGES AS SHOWN ABOVE.

2. DIMENSIONS ARE EXPRESSED AS; FEET

METERS (E.G. 6018.3).

3. WHEN USED ALONE, THE NUMERAL 1 IS PLACED ABOVE A HORIZONTAL BAR TO

DIFFERENTIATE IT FROM THE RUNWAY CENTERLINE MARKING.

4. IMPERIAL UNITS OF MEASURE ARE USED AS THE PRIMARY DIMENSIONS IN

THIS FIGURE. FOR DESIGNS WHICH USE ROUNDED METRICS FOR

DIMENSIONS, CARE MUST BE TAKEN TO ENSURE THE NUMBERS AND LETTERS

RETAIN THE INTENDED SHAPE AND PROPORTIONS.

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TWY F

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DYESS

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PROJECT TITLE

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SHEET

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REVISION

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DESIGN FIRM

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BY/DATE

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FNWZ 25-0167

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RUBBER REMOVAL

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AIRFIELD MARKINGS

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D.MATSCHEK

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D.MATSCHEK

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D.MATSCHEK

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NOV 25

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RWY 16/34 PARTIAL PLAN

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%%ULEGEND

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RUBBER REMOVAL AREA

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SLAB ROWS COUNTER (STARTING FROM NORTH END)

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SCALE: 1:100

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RUNWAY 16/34 PARTIAL PLAN (CONT.)

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AutoCAD SHX Text PHASE 1- NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ON SHEET C1. 2. REPAINT EXISTING CENTERLINE MARKINGS CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET LONG WITH 80 FEET SPACES. 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE . REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REMOVE ENTIRELY, RECENTER, AND PAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON THIS SHEET. PHASE 2 - NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ON SHEET C1. 2. REPAINT EXISTING CENTERLINE MARKINGS WITHIN RUBBER REMOVAL AREA, CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET LONG SPACED 200-FEET ON CENTER. . 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REPAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON THIS SHEET.

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RWY 164/344 PARTIAL PLAN

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PHASE 1 - NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ON SHEET C1. 2 THROUGH 4. N/A 5. REPAINT EXISTING THRESHOLD MARKINGS CONSISTING OF A 4-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. . REPAINT EXISTING THRESHOLD MARKINGS CONSISTING OF A 4-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. REPAINT EXISTING THRESHOLD MARKINGS CONSISTING OF A 4-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. 6. REPAINT EXISTING TOUCHDOWN BOX MARKINGS CONSISTING OF A 3-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. PHASE 2 - NOTES INDICATED BY : NO WORK IN THIS SHEET FOR THIS PHASE.

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NOTES INDICATED BY : 1. REPAINT TAXIWAY/TAXILANE CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND REPAINT TAXIWAY/TAXILANE CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND 6-INCH WIDE EACH SIDE OF THE YELLOW LINE. 2. REMOVE EXISTING ENHANCED HOLD LINE AND TAXIWAY CENTERLINE MARKINGS. REPAINT ENHANCED HOLD LINE MARKINGS. REFER TO DETAIL 'A' ON SHEET ENHANCED HOLD LINE AND TAXIWAY CENTERLINE MARKINGS. REPAINT ENHANCED HOLD LINE MARKINGS. REFER TO DETAIL 'A' ON SHEET DETAIL 'A' ON SHEET DETAIL 'A' ON SHEET C7. 3. N/A 4. N/A 5. PAINT NEW ECP MARKING. REFER TO DETAIL 'B' ON SHEET C7. 6. N/A 7. N/A 8. N/A 9. PAINT TAXILANE EDGE LINE ESTABLISHED BY 6-INCH, TYPE 1, DOUBLE REFLECTIVE YELLOW SKIPS SEPARATED BY A 6-INCH GAP AND A NON-REFLECTIVE BLACK BACKGROUND 6-INCH EACH SIDE OF THE YELLOW LINES. REFER TO DETAIL 'C' ON SHEET C7. ON SHEET C7. ON SHEET C7. 10. N/A 11. REPAINT TAXIWAY EDGE LINE ESTABLISHED BY 6-INCH, DOUBLE NON-REFLECTIVE YELLOW LINES SEPARATED BY A 6-INCH GAP AND A NON-REFLECTIVE BLACK BACKGROUND 6-INCH EACH SIDE OF THE YELLOW LINES. 12. REMOVE EXISTING DECEPTIVE MARKINGS TO ENSURE COMPLIANCE WITH UFC. DECEPTIVE MARKING TO BE 3-FEET WIDE BY 25-FEET LONG. MARKING TO END 5-FEET BEFORE PAVEMENT EDGE. 13. REMOVE NON-STANDARD WHITE MARKINGS WITHIN AREA. TWO WHITE LINES APPROX. 6-INCH x 79-FEET LONG 14. REPAINT 4-INCH WIDE BY 1250-FEET LONG REFLECTIVE TYPE 1 WHITE VEHICULAR DRIVE LANE EDGE LINE. 15. REPAINT VEHICULAR DRIVE LANE CENTER SKIPS. SKIPS SHALL BE ESTABLISHED BY 4-INCH WIDE BY 10-FEET LONG WITH 30-FOOT GAPS REFLECTIVE TYPE 1 WHITE LINES. 16. REPAINT STOP BAR ESTABLISHED BY A 24-INCH WIDE BY 12-FOOT LONG REFLECTIVE WHITE LINE. REPAINT "STOP" WORD ESTABLISHED BY 6-FEET HIGH REFLECTIVE WHITE LETTERS.

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NOTES INDICATED BY : 1. REPAINT TAXIWAY/TAXILANE CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK REPAINT TAXIWAY/TAXILANE CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND 6-INCH WIDE EACH SIDE OF THE YELLOW LINE. 2. REMOVE EXISTING ENHANCED HOLD LINE AND TAXIWAY CENTERLINE MARKINGS. REPAINT ENHANCED HOLD LINE MARKINGS. REFER TO ENHANCED HOLD LINE AND TAXIWAY CENTERLINE MARKINGS. REPAINT ENHANCED HOLD LINE MARKINGS. REFER TO DETAIL 'A' ON SHEET C7. 3. N/A 4. N/A 5. PAINT NEW ECP MARKING. REFER TO DETAIL 'B' ON SHEET C7. 6. N/A 7. N/A 8. N/A 9. PAINT TAXILANE EDGE LINE ESTABLISHED BY 6-INCH, TYPE 1, DOUBLE REFLECTIVE YELLOW SKIPS SEPARATED BY A 6-INCH GAP AND A NON-REFLECTIVE BLACK BACKGROUND 6-INCH EACH SIDE OF THE YELLOW LINES. REFER TO DETAIL 'C' ON SHEET C7. 10. N/A 11. RE-PAINT TAXIWAY EDGE LINE ESTABLISHED BY 6-INCH, DOUBLE NON-REFLECTIVE YELLOW LINES SEPARATED BY A 6-INCH GAP AND A NON-REFLECTIVE BLACK BACKGROUND 6-INCH EACH SIDE OF THE YELLOW LINES. 12. REMOVE EXISTING DECEPTIVE MARKINGS TO ENSURE COMPLIANCE WITH UFC. DECEPTIVE MARKING TO BE 3-FEET WIDE BY 25-FEET LONG. MARKING TO END 5-FEET BEFORE PAVEMENT EDGE. 13. REMOVE NON-STANDARD WHITE MARKINGS WITHIN AREA. TWO WHITE LINES APPROX. 6-INCH x 79-FEET LONG 14. REPAINT 4-INCH WIDE BY 1250-FEET LONG REFLECTIVE TYPE 1 WHITE VEHICULAR DRIVE LANE EDGE LINE. 15. REPAINT VEHICULAR DRIVE LANE CENTER SKIPS. SKIPS SHALL BE ESTABLISHED BY 4-INCH WIDE BY 10-FEET LONG WITH 30-FOOT GAPS REFLECTIVE TYPE 1 WHITE LINES. 16. REPAINT STOP BAR ESTABLISHED BY A 24-INCH WIDE BY 12-FOOT LONG REFLECTIVE WHITE LINE. REPAINT "STOP" WORD ESTABLISHED BY 6-FEET HIGH REFLECTIVE WHITE LETTERS.

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NOTES INDICATED BY : 1. REPAINT TAXIWAY/TAXILANE CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK REPAINT TAXIWAY/TAXILANE CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND 6-INCH WIDE EACH SIDE OF THE YELLOW LINE. 2. REMOVE EXISTING ENHANCED HOLD LINE AND TAXIWAY CENTERLINE MARKINGS. REPAINT ENHANCED HOLD LINE MARKINGS. REFER TO ENHANCED HOLD LINE AND TAXIWAY CENTERLINE MARKINGS. REPAINT ENHANCED HOLD LINE MARKINGS. REFER TO DETAIL 'A' ON SHEET C7. 3. N/A 4. N/A 5. PAINT NEW ECP MARKING. REFER TO DETAIL 'B' ON SHEET C7. 6. N/A 7. N/A 8. N/A 9. REPAINT TAXILANE EDGE LINE ESTABLISHED BY 6-INCH, TYPE 1, DOUBLE REFLECTIVE YELLOW SKIPS SEPARATED BY A 6-INCH GAP AND A NON-REFLECTIVE BLACK BACKGROUND 6-INCH EACH SIDE OF THE YELLOW LINES. REFER TO DETAIL 'C' ON SHEET C7. 10. N/A 11. REPAINT TAXIWAY EDGE LINE ESTABLISHED BY 6-INCH, DOUBLE NON-REFLECTIVE YELLOW LINES SEPARATED BY A 6-INCH GAP AND A NON-REFLECTIVE BLACK BACKGROUND 6-INCH EACH SIDE OF THE YELLOW LINES. 12. REMOVE EXISTING DECEPTIVE MARKINGS TO ENSURE COMPLIANCE WITH UFC. DECEPTIVE MARKING TO BE 3-FEET WIDE BY 25-FEET LONG. MARKING TO END 5-FEET BEFORE PAVEMENT EDGE. 13. REMOVE NON-STANDARD WHITE MARKINGS WITHIN AREA. TWO WHITE LINES APPROX. 6-INCH x 79-FEET LONG 14. REPAINT 4-INCH WIDE BY 1250-FEET LONG REFLECTIVE TYPE 1 WHITE VEHICULAR DRIVE LANE EDGE LINE. 15. REPAINT VEHICULAR DRIVE LANE CENTER SKIPS. SKIPS SHALL BE ESTABLISHED BY 4-INCH WIDE BY 10-FEET LONG WITH 30-FOOT GAPS REFLECTIVE TYPE 1 WHITE LINES. 16. REPAINT STOP BAR ESTABLISHED BY A 24-INCH WIDE BY 12-FOOT LONG REFLECTIVE WHITE LINE. REPAINT "STOP" WORD ESTABLISHED BY 6-FEET HIGH REFLECTIVE WHITE LETTERS.

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** NOTE - REFER TO AC 150/5340-1M - 'STANDARDS FOR AIRPORTS MARKINGS' NOTE - REFER TO AC 150/5340-1M - 'STANDARDS FOR AIRPORTS MARKINGS' - REFER TO AC 150/5340-1M - 'STANDARDS FOR AIRPORTS MARKINGS' FOR ADDITIONAL REQUIREMENTS

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OPTION 1 - B1 APRON SITE PLAN- AGE REMOVAL

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AutoCAD SHX Text NOTES INDICATED BY : 1. PAINT TAXIWAY CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND PAINT TAXIWAY CENTERLINE STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND STRIPE ESTABLISHED BY PAINTING A 6-INCH TYPE 1 REFLECTIVE YELLOW LINE OVER A BLACK BACKGROUND 6-INCH WIDE EACH SIDE OF THE YELLOW LINE. 2. REMOVE WHITE AGE BOX MARKINGS 3. PAINT NOSE BLOCK ESTABLISHED BY A 1-FOOT BY 3-FOOT, TYPE 1, REFLECTIVE YELLOW BOX. 4. PAINT PARKING DESIGNATION MARKINGS ESTABLISHED BY 20-INCH BLACK LETTER/NUMBERS OVER A 30-INCH BY 54-INCH TYPE 1 REFLECTIVE YELLOW BOX. REFER TO DETAIL 1 ON THIS SHEET.

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OPTION 2 - TAXIWAY 'B' AND 'F' LEAD-IN LINES

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AutoCAD SHX Text PARKING POSITIONS SHALL MIRROR EXISTING B12 AND B13 PARKING POSITIONS. CONTRACTOR SHALL FIELD VERIFY MEASUREMENTS PRIOR TO PAINTING

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FNWZ 25-0167 Rubber Removal & Airfield Markings_CO.pdf

Sheets and Views

Layout1

FNWZ 25-0167 Rubber Removal and Airfield Markings_C1.pdf

Sheets and Views

FNWZ 25-0167 Rubber Removal and Airfield Markings_C2.pdf

Sheets and Views

FNWZ 25-0167 Rubber Removal and Airfield Markings_C3.pdf

Sheets and Views

FNWZ 25-0167 Rubber Removal and Airfield Markings_C4.pdf

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FNWZ 25-0167 Rubber Removal and Airfield Markings_C5.pdf

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FNWZ 25-0167 Rubber Removal and Airfield Markings_C6.pdf

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FNWZ 25-0167 Rubber Removal and Airfield Markings_C7.pdf

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C7-DETAILS

FNWZ 25-0167 Rubber Removal and Airfield Markings_C8.pdf

Sheets and Views

C8 - OPTIONs

File details come from the government source that posted it. Updated Dec 11, 2025.