PDX 2026-5 (41) C9.04.pdf
PDF 316 KB Posted
- Attached to
- Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation
- Solicitation number
- 146992
- Issued by
- Multnomah County, Oregon
About this file
This is a project specification document for Portland International Airport (PDX) related to Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation. The project involves the reconstruction and rehabilitation of taxiway infrastructure and associated vehicle service roads at the airport facility in Portland, Oregon. The document outlines technical specifications and requirements for the pavement work, including drainage, grading, and structural specifications necessary to restore the taxiway and service road to operational standards. The project scope encompasses surface preparation, base course installation, and final pavement placement across the designated taxiway sections serving gates E3 through E6.
The document establishes performance standards and material requirements for the rehabilitation work, including specifications for asphalt concrete composition, compaction requirements, and quality assurance testing protocols. Contractors must comply with Portland International Airport standards and applicable Oregon Department of Transportation specifications. The project includes provisions for traffic control, environmental protection measures, and coordination with ongoing airport operations to minimize disruption to commercial aviation activities. Payment terms and contract conditions are contingent upon successful completion of work in accordance with the established specifications and quality standards outlined in the bidding documents.
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Text version
15' 25' PERIMETER ROAD
GUARD LINES,
SEE DETAIL
12" YELLOW TAXIWAY ℄ STRIPE
SEE DETAIL
6" WIDE WHITE ℄ STRIPE
VEHICLE CONTROL
LINE, SEE NOTE 2
AND SEE DETAIL
NON-MOVEMENT AREA
MARKING LINE, SEE
NOTE 2 AND SEE DETAIL
VA
R
IE
S
C9.04
C9.04
C9.04
C9.03
VEHICLE CONTROL LINE
· 6" WHITE LINE (THERMOPLASTIC)
· 6" RED LINE (THERMOPLASTIC)
· 6" WHITE LINE (THERMOPLASTIC)
PERIMETER ROAD GUARD LINES
12" WIDE, WHITE
4'4'
2' -3
1'
-3
3'3'
NON-MOVEMENT AREA MARKING
· 6" YELLOW DASHED LINE ON MOVEMENT SIDE (THERMOPLASTIC)
· 6 " SPACE
· 6" SOLID YELLOW LINE ON NON-MOVEMENT SIDE (THERMOPLASTIC)
6" 6"
6" STOP
1' TY
P.
1' M
IN
12'
NOTE(S):
STOP LINEINSERTION POINT,
SEE PAVEMENT MARKING PLANS
8'
MPH
20BLACK PAINTED BACKGROUND
WHITE PAINTED
LETTERING, SEE NOTE
6" MIN, TYP.
NOTE:
1. LETTERING STENCIL PROVIDED BY PORT OF PORTLAND. RETURN
STENCIL TO PORT MAINTENANCE.
12/11/2024
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1:33:40 PM NIELSB R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\PAVEMENT MARKING DETAILS.dwg
DISC. SHT. NO.
DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17"
DESIGN BY
DRAWN BY
CHECKED BY
DATE
SHEET NO.
SUBMITTED BY
DRAWING NO.
TYPE:
1/
4" 1/
2" 1"
1/
4" 1/
2" 1"
DATE BY REVISION APPDATE BY REVISION APP ##
IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING
PORTLAND INTERNATIONAL AIRPORT
TAXIWAY K WEST GATES E3 TO E6 & VEHICLE SERVICE ROAD REHABILITATION
PAVEMENT MARKING DETAILS 2
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
41 CD
PDX 2026-5 C9.042025D033 103134
SCALE:
VEHICLE SERVICE ROADWAY MARKINGS
N.T.S.1
GENERAL NOTES:
1. BLACK BACKGROUND REQUIRED ON ALL TAXIWAY PAVEMENT MARKINGS.
2. ALL MARKINGS SHALL COMPLY WITH FAA AC 150/5340-1M. WIDTH OF
LETTERS, NUMBERS AND OTHER SYMBOLS USED MUST CONFORM TO THE
APPEARANCE OF THOSE SHOWN IN APPENDIX B OF FAA AC 150/5340-1M.
3. CONTRACTOR SHALL MASK IN-PAVEMENT LIGHTS TO PREVENT PAINT
APPLICATION TO THE LIGHTING LENS. MASKING SHALL BE CUT TO COVER
ONLY THE LIGHTING FIXTURE AND SHALL NOT COVER THE ADJACENT
PAVMENT. PRIOR TO OPENING PAVEMENT TO AIRCRAFT OPERATIONS,
REMOVE ALL MASKING.
4. WHERE MARKINGS INTERSECT, YELLOW MARKINGS SHALL ALWAYS BE ON
TOP.
5. ALL BLACK MARKINGS SHALL BE PAINTED.
SCALE:
NON-MOVEMENT AREA MARKING DETAIL
N.T.S.2
SCALE:
VEHICLE ACCESS
ROADWAY STOP BAR DETAIL
N.T.S.3
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
NOTES:
1. VEHICLE SERVICE ROAD PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER
P-620, EXCEPT WHERE INDICATED ON PLAN TO BE PAINTED PER P-620.
2. ALL BLACK MARKINGS SHALL BE PAINTED.
3. VEHICLE SERVICE ROAD MARKINGS SHALL BE FURNISHED AND INSTALLED BY
OTHERS (PORT MAINTENANCE).
SCALE:
SPEED LIMIT MARKING
N.T.S.4
MULTICOREVIEWLINK:PAVEMENT MARKING DETAILS,TAXIWAY CENTERLINE AND EDGE STRIPE DETAIL
MULTICORELINK:PAVEMENT MARKING DETAILS-PAVEMENT MARKING DETAILS
| Sheets and Views |
| C9.04 PAVEMENT MARKING DETAILS 2 |
| VEHICLE SERVICE ROADWAY MARKINGS |
| NON-MOVEMENT AREA MARKING DETAIL |
| ROADWAY STOP BAR DETAIL |
| SPEED LIMIT |
| 2026-09-30T13:45:55-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .