PDX 2026-5 (14) C3.02.pdf
PDF 348 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 Pavement Layout Plan technical drawing for Portland International Airport in Oregon, prepared by design firm EBERT for the Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project. The drawing, dated October 2026 and numbered PDX 2026-5 C3.02, provides detailed pavement layout specifications for the eastern section of the rehabilitation work. The plan establishes geometric layouts based on Taxiway K and Vehicle Service Road centerline alignments and includes multiple pavement sections with varying specifications. The drawing references additional sheets (C1.01, C1.02, C3.01, C3.03, and C3.04) for comprehensive horizontal control geometry and detail specifications.
The pavement layout legend identifies four primary pavement section types: a 26.5-inch asphalt pavement section, a 17-inch asphalt with 6-inch base section, a 3-inch inlay pavement section, and asphalt pavement transitions. The drawing specifies pavement limits and includes multiple station and offset measurements indicating precise placement of work areas across the project site. The professional engineer of record is Brent Daniel Nielsen (PE #82697, Oregon), with the document prepared by Chris Edwards and reviewed by P. Ebert and B. Nielsen. The drawing contains a graphic scale reference and notes that printing and viewing are optimized when all graphic planes are visible, with signature authentication dated September 30, 2026, and expiration set for December 31, 2026.
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Text version
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SCALE: IN Feet
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12/11/2024
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PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
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gr ay
10:23:34 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\PAVEMENT LAYOUT PLAN.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 LAYOUT PLAN - EAST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
14 CD
PDX 2026-5 C3.022025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
3.
SCALE:
PAVEMENT LAYOUT PLAN - EAST
1" = 50'1
NOTES:
1. GEOMETRY BASED ON TAXIWAY K AND VSR CENTERLINE
ALIGNMENTS, SEE SHEETS C1.01 AND C1.02 FOR DETAILS.
2. REFER TO GEOMETRY PLAN FOR HORIZONTAL CONTROL.
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
LEGEND:
26.5'' ASPHALT PAVEMENT SECTION,
SEE DETAIL
17'' ASPHALT WITH 6'' BASE
PAVEMENT SECTION
SEE DETAIL
3'' INLAY PAVEMENT SECTION,
SEE DETAIL
ASPHALT PAVEMENT TRANSITION,
SEE DETAIL
PAVEMENT LIMITS
C3.03
C3.03
C3.04
C3.03
℄TAXIWAY K
C3.04
TYP.
C3.03
TYP.
C3.04
TYP.
C3.03
TYP.
C3.03
TYP.
C3.04
TYP.
C3.04
| 2026-09-30T11:09:58-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .