PDX 2026-5 (11) C2.03.pdf
PDF 374 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 technical specification and design document for the Portland International Airport (PDX) Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project in Oregon. The document outlines construction requirements for pavement rehabilitation work at PDX, including detailed specifications for concrete pavement, asphalt concrete, and associated infrastructure improvements. The project involves the rehabilitation of taxiway sections and vehicle service roads serving gates E3 through E6 in the airport's west terminal area. The scope encompasses pavement removal and replacement, drainage improvements, marking and signage installation, and restoration of affected areas. Specific technical requirements are provided for materials, construction methods, quality standards, and testing procedures to ensure compliance with Federal Aviation Administration (FAA) standards and Oregon Department of Transportation specifications. The document establishes performance standards for concrete strength, asphalt composition, compaction rates, and surface friction coefficients necessary for safe aircraft operations.
The specifications detail material sourcing requirements, construction sequencing, and quality assurance protocols for the rehabilitation work. Requirements include independent materials testing, compaction verification, and surface preparation standards. The document references compliance with applicable FAA Advisory Circulars, industry standards, and local airport design standards. Environmental and safety provisions address stormwater management, dust control, noise mitigation, and worker safety protocols during construction. The specifications establish acceptance criteria for completed work, including surface smoothness, drainage functionality, and pavement integrity testing. Bid preparation requirements and contract administration procedures outline how contractors must document compliance with specifications throughout the project execution phase.
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Text version
EXISTING GRADE
REMOVE 9" ASPHALT
PAVEMENT (P-101)
REMOVE 13"
AGGREGATE BASE
REMOVE EXISTING SUBBASE
EXISTING SUBGRADE
TO REMAIN
EXCAVATE TO A
DEPTH TO
ACCOMMODATE
NEW PAVEMENT
SECTION PER PLAN
5'FULL DEPTH
PAVEMENT REMOVAL MILL EXISTING PAVEMENT MATCH
THICKNESS OF TOP LIFT. PARTIAL
VERTICAL SAW CUT EDGE. PROTECT
EXISTING PAVEMENT TO REMAIN.
T-CAP CONNECTION TO MATCH
THICKNESS OF TOP LIFT. (3-INCH DEPTH)
FULL DEPTH
VERTICAL SAW
CUT EDGE.
3"
EXIST SURFACEFINISH SURFACE
VARIES
EXISTING GRADE
REMOVE 17" TO 19" ASPHALT
PAVEMENT (P-101)
REMOVE 6"
AGGREGATE BASE
REMOVE 23" TO 25"
SUBBASE
EXISTING SUBGRADE
TO REMAIN
EXCAVATE TO A
DEPTH TO
ACCOMMODATE
NEW PAVEMENT
SECTION PER PLAN
EXISTING GRADE
3" MIN. ASPHALT PAVEMENT
COLD MILL (P-101)
EXISTING ASPHALT
PAVEMENT TO REMAIN
(THICKNESS VARIES)
EXISTING SUBGRADE
EXISTING AGGREGATE BASE
(THICKNESS VARIES)
EXISTING THICKENED
EDGE PCCP PANEL
EXISTING 5" ASPHALT
BASE COURSE TO REMAIN
EXISTING 6" AGGREGATE
BASE TO REMAIN
EXISTING BULL
NOSE TRANSITION
TO REMAIN
EXISTING
GRADE
EXCAVATE EXISTING SUB-BASE TO
A DEPTH TO ACCOMMODATE NEW
PAVEMENT SECTION PER PLAN
3" ASPHALT PAVEMENT
COLD MILL (P-101)
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/C 2.
REMOVE EXISTING
AGGREGATE BASE
REMOVE EXISTING
ASPHALT PAVEMENT
2' +/- TYP.
EXISTING GRADE
REMOVE 13" TO 15" ASPHALT
PAVEMENT (P-101)
REMOVE 9" TO 13"
AGGREGATE BASE
REMOVE EXISTING SUBBASE
EXISTING SUBGRADE
TO REMAIN
EXCAVATE TO A
DEPTH TO
ACCOMMODATE
NEW PAVEMENT
SECTION PER PLAN
12/11/2024
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DESIGN NUMBER PROJECT NUMBER
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gr ay
10:21:18 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\PAVEMENT REMOVAL SECTIONS.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 DETAILS
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
11 CD
PDX 2026-5 C2.032025D033 103134
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
NOTE:
1. WHEN MILLING AREAS WHERE THE
FINISH GRADE IS LOWER THAN
EXISTING GRADE, INCREASE MILLING
DEPTH TO PROVIDE A MINIMUM 3" INLAY
THICKNESS. SEE DETAIL
NOTES:
1. SAW CUT VERTICAL EDGES.
2. PROTECT EXISTING PAVEMENT TO REMAIN.
C2.03
CE
SCALE:
9 INCH FULL DEPTH ASPHALT PAVEMENT REMOVAL
N.T.S.1 SCALE:
17 TO 19 INCH FULL DEPTH TAXIWAY PAVEMENT REMOVAL
N.T.S.3 SCALE:
3'' COLD MILL SECTION
N.T.S.4
SCALE:
TYPICAL PAVEMENT MILLING DETAIL
N.T.S.5 SCALE:
PAVEMENT REMOVAL AND TRANSITION TO EXISTING PAVEMENT
N.T.S.6 SCALE:
EXISTING PCCP TO FULL DEPTH REMOVAL
N.T.S.7
SCALE:
13 TO 15 INCH FULL DEPTH ASPHALT PAVEMENT REMOVAL
N.T.S.2
| 2026-09-30T11:09:44-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .