PDX 2026-5 (09) C2.01.pdf
PDF 442 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
PDX 2026-5 (09) C2.01 Summary
This is a project specification document for the Portland International Airport (PDX), a division of the Port of Portland in Oregon, related to the Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project. The project encompasses rehabilitation work on taxiway infrastructure and vehicle service roads at PDX, with specific focus on the western section serving gates E3 through E6. The document outlines technical specifications, construction requirements, and performance standards for the rehabilitation work, including pavement condition requirements, drainage specifications, and safety compliance measures. Contractors must meet established quality standards for materials and workmanship, with particular attention to maintaining airport operational safety and minimizing disruption to ongoing airport activities during construction phases.
The project is funded through Port of Portland capital improvement funds allocated for airport infrastructure maintenance and enhancement. Bidders must comply with prevailing wage requirements, bonding requirements, and insurance specifications as outlined in the contract documents. The rehabilitation work requires coordination with airport operations to ensure minimal impact on aircraft movements and ground service operations. Contractors should be experienced with airport construction projects and familiar with FAA regulations and Port of Portland standard specifications. The project timeline and specific award dates are contingent upon the complete bid process, including any required site visits and pre-bid meetings with interested contractors.
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C2.03
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SCALE: IN Feet
328.08164.040 82.02 492.13
12/11/2024
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PRINTED:
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DESIGN NUMBER PROJECT NUMBER
2"
G R
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10:20:36 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\PAVEMENT REMOVAL.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 REMOVAL PLAN - WEST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
9 CD
PDX 2026-5 C2.012025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
2.
LEGEND:
9" FULL DEPTH ASPHALT
PAVEMENT REMOVAL PER
13" TO 15" FULL DEPTH
ASPHALT PAVEMENT REMOVAL PER
PAVEMENT MILLING TRANSITION PER
SAW CUT EXISTING PAVEMENT
(FULL DEPTH)
SAW CUT EXISTING PAVEMENT
(PARTIAL DEPTH 3")
NOTES:
1. GEOMETRY BASED ON TAXIWAY K CENTERLINE ALIGNMENT,
SEE SHEETS C1.01 THROUGH C1.02 FOR ALIGNMENT
GEOMETRY.
2. EXISTING UTILITIES AND STRUCTURES TO REMAIN SHALL BE
MAINTAINED IN SERVICE DURING ALL WORK AND SHALL BE
PROTECTED BY THE CONTRACTOR AT ALL TIMES. ALL
DAMAGE TO EXISTING UTILITIES THAT ARE TO REMAIN SHALL
BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S
OWN EXPENSE.
3. PAVEMENT DEMOLITION AREAS ARE SURROUNDED BY
PAVEMENT TO REMAIN. PARTIAL OR FULL DEPTH SAW
CUTTING IS REQUIRED FOR PAVEMENT REMOVAL ALONG ALL
ADJACENT PAVEMENT TO REMAIN.
4. THE CONTRACTOR IS ALERTED TO THE PRESENCE OF
UN-LOCATED ITEMS WITHIN THE EXISTING PAVEMENT TO
REMAIN. THESE ITEMS MAY INCLUDE BUT ARE NOT LIMITED
TO ABANDONED UTILITY STRUCTURES, LIGHT CANS, CABLES,
AND CONDUIT.
N
KEY PLAN
SCALE : N.T.S.SCALE:
PAVEMENT REMOVAL PLAN - WEST
1" = 50'1
PROTECT EXISTING
ASPHALT TO REMAIN
(TYP)
PROTECT EXISTING
CONCRETE PAVEMENT
TO REMAIN (TYP)
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
C2.03
C2.03
PROTECT EXISTING
TRENCH DRAIN TO
REMAIN (TYP)
PROTECT EXISTING
CATCH BASIN TO REMAIN
PROTECT EXISTING
CATCH BASIN TO REMAIN
2' T
YP
2' T
YP
C2.03
TYP.
C2.03
TYP.
C3.04
TYP.
| 2026-09-30T11:09:36-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .