PDX 2026-5 (06) C1.01.pdf
PDF 312 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 Geometry Plan drawing for the Portland International Airport (PDX) Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project in Oregon. The document is a civil engineering design plan dated October 2026 that illustrates the geometric layout and pavement design for taxiway rehabilitation work at the airport. The plan shows taxiway centerline alignments, pavement geometry curves, and designates areas for new pavement construction along with taxiway object free areas (TOFA) and taxiway safety areas (TSA). The drawing references additional documentation including pavement removal plans contained in sheets C2.01 through C2.03 and indicates that detailed pavement geometry is based on the Taxiway K centerline alignment. The document was prepared by design engineer Chris Edwards, drawn by B. Nielsen, checked by P. Ebert, and approved by B. Nielsen, with final submission dated October 2026. The drawing is registered under Oregon Professional Engineer Brent Daniel Nielsen (PE #82697), with an expiration date of December 31, 2026.
The geometry plan serves as a technical design document supporting the rehabilitation project and does not contain information regarding pricing terms, contract set-asides, bidding procedures, funding sources, or other commercial contracting requirements. This drawing is one component of the broader project documentation and should be reviewed in conjunction with the complete scope of work, specifications, and bidding documents for the full understanding of the taxiway rehabilitation project requirements and deliverables.
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Text version
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D9D11D13 D5D7
D15
20+00.61
128.94' RT
20+26.16
205.91' RT
27+41.50
188.72' RT
27+41.54
208.58' RT
29+77.00
156.50' RT
29+77.00
128.75' RT
20+26.15
185.96' RT
21+82.90
185.96' RT
21+82.90
189.04' RT
TAXIWAY K STA 20+00.00
OFFSET: 0.00'
N: 64304.45 E: 116425.39
BEARING = S61° 01' 34"EBEARING = S61° 01' 34"EBEARING = S61° 01' 34"EBEARING = S61° 01' 34"E
27+43.50
186.72' RT
27+43.53
206.58' RT
20+24.16
183.96' RT
20+24.16
203.91' RT
20+00.55
203.91' RT
29+82.00
126.75' RT
29+82.00
151.50' RT
21+84.90
183.96' RT
21+84.90
187.04' RT
+0
+0
+0
19+95.61
126.95' RT
19+95.55
205.89' RT
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
10:18:09 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 - WEST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
6 CD
PDX 2026-5 C1.012025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
2.
N
KEY PLAN
SCALE : N.T.S.
SCALE:
GEOMETRY PLAN - WEST
1" = 50'1
℄TAXIWAY K
℄TAXIWAY A6
℄T
AX
IW
AY
T
LEGEND:
NEW PAVEMENT AREA
GEOMETRY CURVE PC/PT/ANGLE POINT
TOFA (TAXIWAY OBJECT FREE AREA)
TSA (TAXIWAY SAFETY AREA)
TOFA
TSA
NOTES:
1. PAVEMENT GEOMETRY BASED ON TAXIWAY K CENTERLINE
ALIGNMENT.
2. FOR PAVEMENT REMOVAL PLANS SEE SHEETS C2.01
THROUGH C2.03.
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
VEHICLE SERVICE ROAD
| 2026-09-30T11:09:24-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .