PDX 2026-5 (10) C2.02.pdf
PDF 488 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 civil engineering drawing prepared for Portland International Airport in Oregon depicting a pavement removal plan for the Taxiway K West rehabilitation project involving Gates E3 to E6 and the Vehicle Service Road. The drawing, designated as Sheet C2.02 and dated October 2026, provides detailed specifications for asphalt and concrete pavement demolition across the project area. The plan indicates removal of 9-inch full-depth asphalt pavement in certain sections and 17-to-19-inch full-depth asphalt pavement removal in others, along with 3-inch cold mill removal and pavement milling transitions. The drawing includes saw cut requirements for both full-depth and partial-depth cuts along existing pavement that is to remain, and identifies the locations of multiple existing utilities and structures that must be protected during construction, including catch basins, electrical manholes, electrical fixtures, and other underground facilities.
The document establishes contractor responsibilities for protecting all existing utilities and structures designated to remain in service, with explicit provisions requiring the contractor to repair any damage to existing utilities at the contractor's own expense. The contractor is alerted to the presence of potentially un-located items within existing pavement, including abandoned utility structures, light cans, cables, and conduit. The pavement removal plan is referenced as Sheet C2.02 in a larger project set, with related details provided on sheets C1.01 through C1.02 for alignment geometry, sheets C2.03 for additional specifications, and sheets C3.04 for construction details. The drawing was prepared by Chris Edwards and checked by B. Nielsen, with engineering certification provided by registered professional engineer Brent Daniel Nielsen.
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Text version
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12/11/2024
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PRINTED:
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DESIGN NUMBER PROJECT NUMBER
2"
G R
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10:21:06 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 - EAST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
10 CD
PDX 2026-5 C2.022025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
2.
LEGEND:
9" FULL DEPTH ASPHALT
PAVEMENT REMOVAL PER
17" TO 19" FULL DEPTH
ASPHALT PAVEMENT REMOVAL PER
3" COLD MILL 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.
5. REMOVE AND PROTECT EXISTING ELECTRICAL FIXTURES TO
REMAIN PRIOR TO PAVEMENT DEMOLITION (TYP). SEE
ELECTRICAL PLANS FOR REQUIREMENTS.
N
KEY PLAN
SCALE : N.T.S.
PROTECT EXISTING
ASPHALT TO REMAIN
(TYP)
PROTECT EXISTING
CONCRETE PAVING
TO REMAIN (TYP)
PROTECT EXISTING
ASPHALT TO REMAIN (TYP)
PROTECT EXISTING
CONCRETE PAVING
TO REMAIN (TYP)
SCALE:
PAVEMENT REMOVAL PLAN - EAST
1" = 50'1
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
2' T
YP
C2.03
C2.03
C2.03
C2.03
PROTECT EXISTING
CATCH BASIN TO
REMAIN (TYP)
PROTECT EXISTING
ELECTRICAL MANHOLE
TO REMAIN
PROTECT EXISTING
MANHOLE TO REMAIN
C3.04
TYP.
C2.03
TYP.
C3.04
TYP.
C3.04
TYP.
C2.03
TYP.
C3.04
TYP.
2' T
YP
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| 2026-09-30T11:09:40-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .