PDX 2026-5 (25) C5.03.pdf
PDF 347 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 elevations drawing for the Portland International Airport (PDX) in Oregon, depicting the rehabilitation project for Taxiway K West (Gates E3 to E6) and the Vehicle Service Road. The drawing provides detailed spot elevation data for pavement grading along the Vehicle Service Road from Station 19+00 to Station 34+00, organized into three sections with elevation references measured in feet using NAVD 88 datum. The document includes spot elevation numbers ranging from 1 to 641, with corresponding elevation values clustered around 25.26 to 25.98 feet. The drawing is scaled at 1 inch equals 20 feet and was prepared by Chris Edwards and B. Nielsen, with technical review by P. Ebert and B. Nielsen, dated October 2026. The pavement elevations are cross-referenced with centerline profiles shown on Sheets C4.01–C4.03 and grading plans on Sheets C5.01–C5.02.
The drawing specifies that existing grade must match at concrete paving locations and establishes pavement area limits for the paving work. The document was prepared under the direction of Brent Daniel Nielsen, a registered professional engineer in Oregon (License No. 82697, expiration date 12/31/2026). The design number is referenced as PDX 2026-5 (25) C5.03, with the project file located at R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab. The drawing was printed on 12/11/2024 at 10:20:53 AM and is intended for reference during the construction bidding and implementation phases of the airport rehabilitation project.
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Text version
coco co co
25.92
25.98
26.01
26.02
25.96
25.99
25.96
25.90
25.90
25.89
25.79
25.78
25.76
25.67
25.66
25.64
25.56
25.55
25.54
25.45
25.52
25.46
25.33
25.52
25.42
25.26
25.55
25.43
25.26
25.57
25.44
25.27
25.60
25.45
25.27
25.60
25.46
25.28
25.60
25.47
25.29
25.60
25.48
25.29
25.61
25.52
25.35
25.66
25.59
25.44
25.73
25.68
25.53
25.81
25.78
25.62
25.86
25.86
25.71
25.88
25.90
25.80
25.87
25.88
25.81
25.84
25.84
25.77
25.84
25.81
25.72
25.98
25.89
25.77
25.65
25.53
25.53
25.56
25.60
25.65 577
25.70 25.70
25.68
25.66
25.64
25.69
25.75
25.79
25.81
25.83
25.83
25.81
25.84
25.89
25.95
25.81
25.77
25.68
25.79
25.74
25.63
25.78
25.67
25.59
25.78
25.63
25.61
25.74
25.65
25.65
25.71
25.62
25.57
25.69
25.58
25.49
25.67
25.53
25.41
25.65
25.48
25.33
25.62
25.44
25.26
25.59
25.40
25.18
25.58
25.36
25.10
25.58
25.36
25.12
25.61
25.42
25.22
25.63
25.50
25.32
25.80
25.69
25.57
25.43
25.85
25.76
25.65
25.53
25.87
25.80
25.73
25.63
25.88
25.83
25.78
25.73
25.87
25.80
25.73
25.67
25.85
25.75
25.66
25.58
25.85
25.74
25.62
25.49
25.85
25.75
25.62
25.40
25.84
25.75
25.62
25.36
25.83
25.75
25.65
25.43
25.82
25.82
25.84
25.85
25.81
25.79
25.79
25.79
25.77
25.75
25.73
25.73
25.74
25.74
25.73
25.90
25.91
25.91
25.91
25.91
25.92
25.92
25.92
25.90
25.88
25.90
25.83
25.76
25.67
25.51
25.82
25.77
25.66
25.56
25.81
25.77
25.63
25.79
25.74
25.59
25.76
25.70
25.56
25.78
25.67
25.53
25.76
25.64
25.49
25.75
25.62
25.46
25.76
25.65
25.52
25.77
25.68
25.57
25.79
25.73
25.63
25.81
25.74
25.68
25.81
25.71
25.67
25.79
25.66
25.60
25.76
25.60
25.52
25.74
25.57
25.45
25.74
25.57
25.44
25.76
25.61
25.51
25.74
25.63
25.57
25.75
25.68
25.63
25.78
25.72
25.69
25.78
25.74
25.75
25.77
25.71
25.71
25.87
25.85
25.84
25.82
25.80
25.85
25.84
25.83
25.83
25.83
25.83
25.85
25.86
25.87
25.86
25.85
25.85
25.85
25.83
25.81
25.82
25.81
25.84
25.70
N
SCALE: IN Feet
40200 10 60
12/11/2024
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DESIGN NUMBER PROJECT NUMBER
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gr ay
10:20:53 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
VEHICLE SERVICE ROAD - STA 19+00 TO 34+00
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
25 CD
PDX 2026-5 C5.032025D033 103134
M
AT
C H
L
IN
E
- S
EE
B
EL
O
W
N
KEY PLAN
SCALE : N.T.S.
SCALE:
PAVEMENT ELEVATIONS
STA1 19+00 TO STA 24+00
1" = 20'1
SCALE:
PAVEMENT ELEVATIONS
STA 24+00 TO STA 29+50
1" = 20'2
SCALE:
PAVEMENT ELEVATIONS
STA 29+50 TO STA 34+00
1" = 20'3
M
AT
C H
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IN
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- S
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JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
MATCH EXISTING GRADE AT
CONCRETE PAVING (TYP)
NOTES:
1. SEE SHEETS C4.01 - C4.03 FOR
TAXIWAY K AND VEHICLE SERVICE
ROAD CENTERLINE PROFILES.
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
AutoCAD SHX Text
STOP
| 2026-09-30T11:10:43-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .