PDX 2026-501 (19) C1.11.pdf
PDF 329 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a geometry plan document for the Portland International Airport North Runway Rehabilitation project in Oregon, specifically detailing the runway 10L-28R alignment from station 319+00 to station 327+00. The plan provides comprehensive geometric data including curve tables, station coordinates, bearing and distance measurements, and pavement edge locations for the runway and associated taxiway areas. The document indicates pavement rehabilitation work involving full depth pavement construction and milling/inlay activities, with the limits of new pavement designed to match existing guard and stop bar lights at the PCC pavement edge. The geometry is based on the runway 10L-28R centerline alignment, with a nominal shoulder width of 35 feet, though actual pavement milling and inlay work shall conform to the existing pavement edges at all locations. The drawing was prepared in October 2026 and includes multiple geometric points and curve specifications necessary for construction implementation.
The document serves as a technical reference for the design and construction phases of the project, prepared by HNTB Corporation's Portland office and bearing the project number PDX 2026-501. The geometry plan includes coordinate data, curve radius specifications ranging from 110 to 200 feet, and detailed station measurements to ensure precise construction execution. No pricing information, contract terms, bidding procedures, or financial requirements are contained within this technical geometry document, as it functions solely as a design specification drawing for use by contractors and project personnel implementing the runway rehabilitation work.
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Text version
0+
5+
322+85.05
110.00' LT
322+85.02
75.00' LT
323+36.78
300.80' RT
320+88.44
249.86' RT
326+88.13
109.87' RT
326+87.66
110.88' LT
323+43.31
110.89' RT
322+84.85
110.14' RT
322+84.89
75.00' RT
319+98.23
137.39' RT
35' NOMINAL
BEARING = S61° 01' 34"E
DISTANCE = 10700.00'
318+43.31
125.97' RT
318+32.06
138.36' RT
324+24.88
110.69' LT
325+24.43
110.78' LT
326+24.57
110.40' RT
325+24.66
110.81' RT
324+26.69
110.57' RT
323+22.64
132.96' RT
323+21.88
262.40' RT
323+22.59
200.27' RT
323+25.48
272.26' RT
323+32.20
281.78' RT
323+35.86
290.35' RT
322+85.00
237.50' RT
322+78.30
288.84' RT
321+52.84
263.16' RT
321+59.53
189.60' RT
321+19.73
122.37' RT
320+00.00
75.00' RT
319+59.23
110.83' RT
319+71.90
116.53' RT
319+87.62
134.10' RT
320+10.45
135.47' RT
320+28.33
120.25' RT
320+44.82
117.64' RT
320+70.96
130.03' RT
321+01.16
154.52' RT
321+20.71
185.29' RT 321+26.25
214.58' RT321+22.55
224.66' RT
321+16.14
230.34' RT
320+92.07
245.26' RT
323+33.06
113.67' RT
323+26.04
122.18' RT
STA 327+00.00
N: 60626.30
E: 124445.01
CURVE TABLE
CURVE
C130
C131
C132
C133
R
175.00'
140.00'
110.00'
200.00'
DELTA
43° 10' 12"
32° 24' 16"
39° 14' 19"
14° 52' 23"
T
69.23'
40.68'
39.21'
26.11'
L
131.86'
79.18'
75.33'
51.92'
RP STATION RP OFFSET
10/5/2026
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DESIGN NUMBER PROJECT NUMBER
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3:13:45 PM CAASLAND c:\users\caasland\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\geometry plans.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
NORTH RUNWAY REHABILITATION
GEOMETRY PLAN
RUNWAY 10L-28R STA 319+00 TO STA 327+00
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
19 CD
PDX 2026-501 C1.112024D011 102981
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
503.639.2710 FAX
SCALE:
RUNWAY 10L-28R STA 319+00 TO STA 327+00
1" = 50'1
RUNWAY 10L-28R
M
AT
C H
LI
N
E
ST
A
9+
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TA
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KEY PLAN
SCALE : N.T.S.
N SCALE: IN FEET
100'50'0' 25' 150'
NOTES:
1. GEOMETRY BASED ON RUNWAY 10L-28R CENTERLINE
ALIGNMENT.
2. RUNWAY SHOULDER WIDTH OF 35' SHOWN IS NOMINAL.
PAVEMENT MILLING AND INLAY SHALL BE TO THE ACTUAL
EDGE OF EXISTING PAVEMENT IN ALL LOCATIONS.
KEY NOTES:
LIMITS OF NEW PAVEMENT SHALL MATCH
EXISTING GUARD/STOP BAR LIGHTS AT PCC
PAVEMENT EDGE.
EDGE OF STRUCTURAL
PAVEMENT (TYP).
EDGE OF SHOULDER
PAVEMENT (TYP).
PAVEMENT
REHABILITATION
FULL DEPTH PAVEMENT
CONSTRUCTION
GEOMETRY POINT
LEGEND:
119 320+00.00 250.00' RT
320+23.95 224.47' RT
320+53.00 217.00' RT
320+85.00 237.50' RT
MULTICORELINK:GEOMETRY PLANS-GEOMETRY PLAN 10
| Sheets and Views |
| GEOMETRY PLANS-GEOMETRY PLAN 11 |
| 2026-10-06T16:19:06-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .