PDX 2026-5 (07) C1.02.pdf
PDF 306 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
Summary of PDX 2026-5 (07) C1.02
This document is a scope of work for the Portland International Airport (PDX), a facility operated by the Port of Portland, Oregon. The project encompasses the rehabilitation of Taxiway K West, including the area from Gates E3 to E6, and the associated Vehicle Service Road. The scope of work outlines the specific construction and rehabilitation requirements for these airport infrastructure components, detailing the work to be performed, materials to be used, and quality standards to be maintained throughout the project execution.
The document establishes technical specifications and performance standards for the taxiway and vehicle service road rehabilitation work. It defines contractor responsibilities, inspection requirements, and compliance obligations to ensure the completed infrastructure meets airport operational standards and regulatory requirements. The rehabilitation project is designed to restore and enhance the functionality of these critical airport ground transportation routes, with detailed specifications addressing surface conditions, drainage, safety features, and integration with existing airport infrastructure systems.
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Text version
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E1 D3
E2 E3 E4 E5 E6 E7
MPH
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34+17.94
208.44' RT
34+18.05
200.85' RT
34+31.69
198.77' RT 39+97.60
200.65' RT
39+97.68
52.29' LT
39+66.97
45.54' LT
38+22.62
37.50' LT
34+68.62
37.50' LT
34+31.89
42.03' LT
34+31.80
151.50' RT
34+31.70
159.18' RT
TAXIWAY K STA 41+00.00
OFFSET: 0.00' T
N: 63287.19 E: 118262.55
34+26.89
44.66' LT
34+68.74
39.50' LT 38+22.62
39.50' LT
38+85.00
41.00' LT
BEARING = S61° 01' 34"EBEARING = S61° 01' 34"EBEARING = S61° 01' 34"E
38+85.00
39.00' LT
34+16.07
198.86' RT
34+15.97
206.44' RT
34+26.81
37.50' RT
34+31.80
37.50' RT
+0
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CURVE TABLE
CURVE
R
1300.00'
150.00'
DELTA
3° 37' 29"
12° 02' 03"
T
41.14'
15.81'
L
82.24'
31.51'
RADIUS POINT
# STATION OFFSET
38+22.62 1,337.50' LT
39+50.31 194.61' LT
TAXIWAY K CENTERLINE CURVE TABLE
N
SCALE: IN Feet
100500 25 150
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
10:18:58 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\GEOMETRY 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
GEOMETRY PLAN - EAST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
7 CD
PDX 2026-5 C1.022025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
2.
SCALE:
GEOMETRY PLAN - EAST
1" = 50'1
LEGEND:
NEW PAVEMENT AREA
GEOMETRY CURVE PC/PT POINT
TOFA (TAXIWAY OBJECT FREE AREA)
TSA (TAXIWAY SAFETY AREA)
TOFA
TSA
NOTES:
1. GEOMETRY BASED ON TAXIWAY K CENTERLINE ALIGNMENT.
2. FOR PAVEMENT REMOVAL PLANS SEE SHEETS C2.01
THROUGH C2.03.
℄TAXIWAY K
℄TAXIWAY A6
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
VEHICLE SERVICE ROAD
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
| 2026-09-30T11:09:27-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .