PDX 2026-5 (15) C3.03.pdf
PDF 403 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 document is a specification sheet for Portland International Airport (PDX) related to taxiway and vehicle service road rehabilitation work in Oregon. The project involves the rehabilitation of Taxiway K West, specifically the gates E3 to E6 area, and associated vehicle service road improvements. The scope encompasses pavement assessment, design, and construction phases required to restore these airport operational areas to serviceable condition. The document establishes technical requirements and standards that bidders must meet when submitting proposals for this work.
The specification details include material standards, construction methodologies, quality assurance requirements, and performance criteria necessary for successful project completion. Bidders are required to demonstrate compliance with Portland International Airport standards, Oregon Department of Transportation regulations, and applicable FAA requirements for airport infrastructure. The document serves as a binding technical reference that all contractors must follow throughout the project execution phase, ensuring consistency in workmanship and material quality across all phases of the taxiway and vehicle service road rehabilitation effort.
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Text version
P-209
SEPARATION
GEOTEXTILE
FINISHED GRADE
4" P-401 ASPHALT SURFACE
22.5" P-403 ASPHALT BASE
EXISTING SUBBASE
6" P-209 AGGREGATE BASE
16" P-152 MECHANICAL
STABILIZATION LAYER
MILL OR SURFACE
PREPARED GRADE
3" P-401 ASPHALT SURFACE COURSE INLAY
EXISTING ASPHALT
(THICKNESS VARIES)
FINISHED
GRADEP-603 TACK
COAT
EXISTING AGGREGATE BASE COURSE
EXISTING SUBBASE
EXISTING THICKENED
EDGE PCCP PANEL
2'-0"
EXISTING 5" ASPHALT
BASE COURSE (P-403)
EXISTING 6" AGGREGATE
BASE (P-209)
EXISTING BULL NOSE
TRANSITION TO REMAIN4'-0"
2'-0"
ASPHALT PAVEMENT
SECTION
PER PLAN
FINISHED
GRADE
ASPHALT BASE COURSE (P-403)
THICKNESS PER PLAN
AGGREGATE BASE (P-209)
THICKNESS PER PLAN
EXISTING SUB-BASE
ASPHALT SURFACE
PER PLAN (P-401)
3" ASPHALT INLAY
(P-401)
E
XI
ST
IN
G C
O N
C R
ET
E
PA
VI
N G
PCC TO AC JOINT
PER DETAIL 2
C3.04
P-209
SEPARATION
GEOTEXTILE
FINISHED GRADE
4" P-401 ASPHALT SURFACE
13" P-403 ASPHALT BASE
EXISTING SUBBASE
13" P-209 AGGREGATE BASE
P-209
SEPARATION
GEOTEXTILE
FINISHED GRADE
4" P-401 ASPHALT SURFACE
13" P-403 ASPHALT BASE
EXISTING SUBBASE
6" P-209 AGGREGATE BASE
E
XI
ST
IN
G C
O N
C R
ET
E
PA
VI
N G
INLAY PAVING
PER
PCC TO AC JOINT
PER DETAIL 2
C3.04
C3.04
EXISTING
ASPHALT
PAVEMENT
12/11/2024
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DESIGN NUMBER PROJECT NUMBER
2"
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gr ay
10:23:48 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\pavement 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 DETAILS
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
15 CD
PDX 2026-5 C3.032025D033 103134
NOTES:
1. INSTALL GEOTEXTILE ALIGNED PARALLEL WITH THE TAXIWAY
CENTERLINE AND PER MANUFACTURER'S RECOMMENDATIONS
FOR SEAM OVERLAP AND ANCHORING.
PAVEMENT
SECTION
PER 1/C4.03
P-152 QUARRY
SPALL BACKFILL
2' T
YP
O R
A S
D
IR
EC
TE
D
EXISTING SUBBASE
P-209 SEPARATION
GEOTEXTILE
PER 1/C4.03
OVERLAP PER
MANUFACTURER'S
RECOMMENDATIONS
AS DIRECTED BY
PORT ENGINEER
NOTES:
1. LIMIT DISRUPTION TO UNDERLYING SUBGRADE SOILS, SUCH AS USING SMOOTH
BUCKET AND RESTRICTING TRAFFIC ON EXPOSED SUBGRADE.
2. INSTALL GEOTEXTILE ALIGNED PARALLEL WITH THE TAXIWAY CENTERLINE AND
PER MANUFACTURER'S RECOMMENDATIONS FOR SEAM OVERLAP AND
ANCHORING.
P-209 SEPARATION
GEOTEXTILE
NOTES:
1. INSTALL GEOTEXTILE ALIGNED PARALLEL WITH THE TAXIWAY
CENTERLINE AND PER MANUFACTURER'S RECOMMENDATIONS
FOR SEAM OVERLAP AND ANCHORING.
NOTES:
1. INSTALL GEOTEXTILE ALIGNED PARALLEL WITH THE TAXIWAY
CENTERLINE AND PER MANUFACTURER'S RECOMMENDATIONS
FOR SEAM OVERLAP AND ANCHORING.
SCALE:
26.5'' ASPHALT PAVEMENT SECTION
N.T.S.1 SCALE:
17'' ASPHALT WITH 13'' BASE PAVEMENT SECTION
N.T.S.2 SCALE:
17'' ASPHALT WITH 6'' BASE PAVEMENT SECTION
N.T.S.3 SCALE:
3'' INLAY PAVEMENT SECTION
N.T.S.4
SCALE:
EXISTING SUBGRADE STABILIZATION
N.T.S.5 SCALE:
EXISTING PCCP TO NEW ASPHALT SECTION
N.T.S.6
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
SCALE:
EXISTING PCCP TO INLAY PAVING ASPHALT SECTION
N.T.S.7
| 2026-09-30T11:10:02-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .