PDX 2026-5 (21) C4.04.pdf
PDF 656 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 technical drawing set prepared for Portland International Airport in Oregon, specifically detailing typical cross-sections for the Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project. The drawing sheets, numbered C4.04, illustrate four cross-sectional views of Taxiway K at different station locations (34+63, 35+51, 39+12, and a plan view from 34+31 to 40+10), showing pavement rehabilitation work including mill and inlay operations and full depth replacement sections. The drawings indicate existing grade elevations, finished grade elevations, slope percentages ranging from 0.20% to 2.30%, and offset crown configurations. The project specifications reference taxiway widths of approximately 25-26 feet with 20 mile per hour speed zones marked, and include details on existing storm pipe infrastructure that must be accommodated during construction.
The technical drawings were prepared by design firm personnel including Chris Edwards, B. Nielsen, and P. Ebert, with professional engineer Brent Daniel Nielsen (Oregon PE #82697) registered through December 31, 2026 as the responsible engineer. The document was created in October 2026 for design purposes, with the final revision dated September 30, 2026. The drawing set provides construction details for contractors bidding on this Portland International Airport infrastructure rehabilitation project, establishing the geometric and elevation requirements necessary for the pavement rehabilitation work along the specified taxiway and vehicle service road sections.
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Text version
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STS
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C O
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20M P
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20 M P
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20M P
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20 M P
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+0
40+00
26.0'
26.0'
25.2' 25.4'
25.6'
25.6' 25.8'
25.8'
26.2'
26.2' 26.4'
26.4'
26.6'
26.6'
.0'
26.0'
25.8'
26.2'
.2'
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26.6'
26.6'
25.0' 25.2'
25.4' 25.6'
26.0'
26.0'
25.6'
25.8'
26.2'
26.2'
26.4'
26.4'
26.0'
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26.6'
26.0' 25.8'
26.2'
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25.8'25.6'
.8'
16'
18'
20'
22'
24'
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28'
30'
16'
18'
20'
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24'
26'
28'
30'
0' 50
0'
0'
0'
0'0'-5 0'
37.50' 75.00' 27.13'
54.53'
FINISHED GRADE
EXISTING GRADE
STS-EX-CB958
STA 34+62.83
OFF 145.47' RT
RIM ELEV. 25.39
M
AT
C H
E
XI
ST
IN
G
EL
EV
=2
5.
M
AT
C H
E
XI
ST
IN
G
EL
EV
=2
5.
76.29'
FULL DEPTH
REPLACEMENT
162.50' MILL AND INLAY
38.79'
S = 0.85% S = 2.30% S = 1.03%
TA
XI
W
AY
K
S = 1.05%
5.79' OFFSET
CROWN
16'
18'
20'
22'
24'
26'
28'
30'
16'
18'
20'
22'
24'
26'
28'
30'
0' 50
0'
0'
0'
0'0'-5 0'
M
AT
C H
E
XI
ST
IN
G
EL
EV
=2
5.
M
AT
C H
E
XI
ST
IN
G
EL
EV
=2
5.
37.50' 75.00' 27.18'
54.53'
75.00'
FULL DEPTH
REPLACEMENT
162.50' MILL AND INLAY
37.50'
S = 0.85% S = 1.28%
TA
XI
W
AY
K S = 0.98%
S = 0.41%
5.79' OFFSET
CROWN
16'
18'
20'
22'
24'
26'
28'
30'
16'
18'
20'
22'
24'
26'
28'
30'
0' 50
0'
0'
0'
0'0'-5 0'
M
AT
C H
E
XI
ST
IN
G
EL
EV
=2
5.
M
AT
C H
E
XI
ST
IN
G
EL
EV
=2
5.
40.00' 43.29' 75.00' 42.46' 39.25'
S = 0.54% S = 0.87%
240.00' MILL AND INLAY
TA
XI
W
AY
K
S = 0.20%S = 0.91%
FINISHED GRADE
EXISTING GRADE
EXISTING STORM PIPE
N
SCALE: IN Feet
100500 25 150
12/11/2024
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PRINTED:
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DESIGN NUMBER PROJECT NUMBER
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gr ay
10:31:39 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\TYPICAL CROSS-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
TYPICAL SECTIONS - TAXIWAY K
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
21 CD
PDX 2026-5 C4.042025D033 103134
N
KEY PLAN
SCALE : N.T.S.
SCALE:
TAXIWAY K - STA 34+31 TO 40+10
PLAN VIEW
1" = 50'1
℄TAXIWAY K
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
C4.04
SCALE:
TAXIWAY K - STA 34+63
SECTION VIEW
1" = 50' HORIZONTAL
1" = 2' VERTICAL
C4.04
C4.04
SCALE:
TAXIWAY K - STA 35+51
SECTION VIEW
1" = 50' HORIZONTAL
1" = 2' VERTICAL
3 SCALE:
TAXIWAY K - STA 39+12
SECTION VIEW
1" = 50' HORIZONTAL
1" = 2' VERTICAL
| 2026-09-30T11:10:27-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .