PDX 2026-5 (26) C5.04.pdf
PDF 331 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 pavement grading plan drawing for the Portland International Airport (PDX) in Oregon, detailing the Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project. The drawing presents pavement elevations for Taxiway K spanning from Station 34+00 to Station 40+00, providing detailed spot elevation data across approximately 600 measurement points. The document is dated October 2026 and was prepared by the design firm, with Chris Edwards as designer, B. Nielsen as drafter, and P. Ebert as checker. The project utilizes NAVD 88 elevation datum as the reference standard, and the drawing scale is 1 inch equals 20 feet. Supporting documentation includes cross-reference to sheets C4.01 through C4.03 for the Taxiway K centerline profile and sheets C5.01 through C5.02 for the grading plan, indicating this is part of a comprehensive rehabilitation effort.
The drawing contains technical pavement elevation specifications essential for construction execution, with spot numbers and corresponding elevation measurements ranging from approximately 25.39 feet to 26.66 feet. The document was authored by Brent Daniel Nielsen, a registered professional engineer in Oregon (PE #82697, expiration 12/31/2026), and signed electronically on September 30, 2026. This pavement elevations plan serves as a critical component of the construction documentation package, establishing the precise grading requirements for the taxiway rehabilitation project. No pricing information, bidding terms, contract duration, or procurement details are contained within this technical drawing.
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Text version
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E5E4E3 E6
+0
+0
25.77
25.71
25.87
25.74
25.65
25.84 25.92
25.94
25.78
25.60
25.62
25.83
26.08
26.31
26.53
26.64
26.43
26.20
25.98
25.76
25.96
25.79
25.61
25.60
25.97
26.15
26.32
26.50
26.64
26.43
26.23
26.01
25.78
25.96
25.79
25.62
25.50
25.95
26.15
26.32
26.49
26.62
26.43
26.23
26.02
25.96
25.81
25.66
25.54
25.94
26.14
26.31
26.48
26.61
26.42
26.22
26.03
25.96
25.83
25.70
25.59
25.93
26.12
26.29
26.46
26.59
26.41
26.22
26.02
25.96
25.85
25.73
25.63
25.93
26.11
26.28
26.45
26.57
26.40
26.21
26.01
25.93
25.85
25.76
25.66
25.91
26.10
26.27
26.44
26.56
26.39
26.21
26.00
25.93
25.83
25.73
25.63
25.91
26.09
26.26
26.43
26.56
26.39
26.21
25.99
25.96
25.83
25.70
25.58
25.90
26.09
26.26
26.43
26.56
26.38
26.20
25.99
25.97
25.82
25.67
25.54
25.89
26.09
26.26
26.43
26.55
26.38
26.20
25.99
25.97
25.80
25.63
25.50
25.89
26.08
26.25
26.42
26.55
26.37
26.19
25.99
25.95
25.79
25.63
25.51
25.88
26.08
26.25
26.42
26.55
26.37
26.19
25.98
25.96
25.81
25.68
25.58
25.89
26.08
26.25
26.42
26.54
26.37
26.18
25.98
25.94
25.83
25.72
25.64
25.90
26.08
26.25
26.42
26.54
26.36
26.18
25.97
25.93
25.85
25.77
25.69
25.90
26.07
26.24
26.41
26.54
26.36
26.18
25.97
25.95
25.85
25.75
25.67
25.90
26.08
26.24
26.41
26.53
26.36
26.17
25.97
25.95
25.83
25.70
25.60
25.91
26.09
26.25
26.41
26.53
26.35
26.17
25.97
25.96
25.81
25.66
25.53
25.92
26.10
26.26
26.42
26.53
26.35
26.16
25.97
25.96
25.80
25.62
25.49
25.94
26.12
26.27
26.42
26.53
26.35
26.16
25.96
25.98
25.82
25.66
25.61
25.97
26.14
26.28
26.43
26.52
26.34
26.15
25.96
25.98
25.84
25.71
25.74
26.01
26.17
26.30
26.44
26.53
26.34
26.15
25.96
25.97
25.86
25.76
25.80
26.05
26.19
26.32
26.45
26.54
26.35
26.15
25.97
25.97
25.89
25.81
25.86
26.09
26.22
26.34
26.47
26.55
26.35
26.14
25.97
25.98
25.92
25.86
25.92
26.13
26.25
26.36
26.48
26.55
26.35
26.14
25.98
25.81
25.98
25.95
25.91
25.97
26.15
26.26
26.37
26.48
26.55
26.36
26.17
26.00
25.82
25.99
25.96
25.93
26.01
26.16
26.26
26.36
26.47
26.54
26.39
26.23
26.04
25.84
25.99
25.95
25.92
25.98
26.09
26.23
26.35
26.46
26.54
26.43
26.32
26.11
25.89
26.00
25.93
25.86
25.92
26.04
26.19
26.33
26.46
26.54
26.49
26.43
26.21
25.97
26.02
25.86
25.78
25.82
25.97
26.18
26.44
26.63
26.66
26.64
26.60
26.39
26.171000
25.82 25.84
25.82
25.81
25.79
25.78
25.78
25.79
25.79
25.79
25.78
25.77
25.77
25.78
25.79
25.78
25.77
25.77
25.78
25.80
25.80
26.03
25.39
25.40
25.39
25.88
25.60
25.65
25.99
N SCALE: IN Feet
40200 10 60
12/11/2024
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DESIGN NUMBER PROJECT NUMBER
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gr ay
10:21:58 AM NIELSB R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\PAVEMENT GRADING 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
PAVEMENT ELEVATIONS
TAXIWAY K - STA 34+00 TO STA 40+00
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
26 CD
PDX 2026-5 C5.042025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
5.
N
KEY PLAN
SCALE : N.T.S.
SCALE:
PAVEMENT ELEVATIONS
TAXIWAY K - STA 34+00 TO STA 40+00
1" = 20'1
℄TAXIWAY K
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
NOTES:
1. SEE SHEETS C4.01 - C4.03 FOR TAXIWAY K
CENTERLINE PROFILE.
2. SEE SHEETS C5.01 - C5.02 FOR GRADING PLAN.
3. ELEVATION DATUM IS NAVD 88.
LEGEND:
SPOT NUMBER REFERENCE
AND SPOT ELEVATIONELEV.
PAVEMENT AREA
LIMITS OF PAVING
| 2026-09-30T11:10:46-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .