PDX 2026-501 (16) C1.08.pdf
PDF 338 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a Geometry Plan drawing for the Portland International Airport North Runway Rehabilitation project located in Oregon. The document, prepared by HNTB Corporation and dated October 2026, provides detailed geometric specifications for Runway 10L-28R, specifically covering the section from Station 291+50 to Station 299+00. The plan includes comprehensive curve data with 16 curves (C88 through C106) detailing radius measurements, delta angles, tangent lengths, and arc lengths. The drawing also specifies runway pavement dimensions, including a 35-foot nominal shoulder width, and identifies the edge of structural pavement and shoulder pavement locations. The geometry is based on the Runway 10L-28R centerline alignment, with all pavement milling and inlay work specified to conform to the actual edge of existing pavement. The plan was prepared by design engineer Garrett P. Stevens (Oregon PE #89696) and includes a key plan for reference orientation.
The document serves as a technical reference for construction and rehabilitation activities, containing no pricing information, contract terms, set-asides, or funding details. The drawing is scaled at 1 inch equals 50 feet and includes graphic scale references for both viewing and printing purposes. Related sheets in the plan set reference Station 291+50 (Sheet C1.07) and Station 299+00 (Sheet C1.09), indicating this geometry plan is part of a larger comprehensive project documentation set for the North Runway Rehabilitation program at Portland International Airport.
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Text version
5+
294+53.41
273.59' RT
293+42.69
114.58' RT
294+36.68
152.48' RT
294+77.81
245.52' RT
294+53.40
267.45' RT
293+83.67
125.68' RT
296+86.29
274.99' RT
296+62.59
242.72' RT
296+51.68
215.06' RT
295+01.89
275.00' RT
297+03.17
128.04' RT
297+35.80
133.10' RT
297+55.00
142.08' RT
297+75.00
142.08' RT
297+96.65
129.58' RT
298+22.39
110.00' RT
35' NOMINAL
35' NOMINAL
30'
292+25.02
110.24' LT
294+25.15
110.31' LT
296+23.73
110.40' LT
298+07.86
109.82' LT
292+53.50
75.00' RT
293+92.97
97.16' RT
294+54.13
128.07' RT
297+65.00
75.00' RT
296+15.24
216.60' RT
296+11.96
274.99' RT294+73.85
274.05' RT
293+43.59
108.65' RT
293+68.46
114.38' RT
294+48.37
153.27' RT
294+78.75
199.38' RT
296+84.24
260.10' RT
296+74.27
249.88' RT
296+66.95
245.82' RT
296+57.93
237.62' RT
296+51.77
227.92' RT
291+95.24
110.00' RT
292+03.97
111.24' RT
292+30.04
140.36' RT
292+34.41
142.58' RT
292+53.31
143.48' RT 292+73.49
140.17' RT
292+85.45
128.36' RT
293+06.63
114.36' RT
296+88.89
139.89' RT
296+70.58
159.59' RT
296+55.67
191.00' RT
BEARING = S61° 01' 34"E
DISTANCE = 10700.00' CURVE TABLE
CURVE
C88
C89
C90
C91
C92
C93
C94
C95
C96
C98
C99
C100
C101
C102
C103
C104
C105
C106
R
174.44'
420.00'
195.00'
100.00'
25.00'
166.76'
176.11'
118.17'
63.53'
450.00'
225.00'
130.00'
150.00'
52.30'
25.00'
25.00'
25.00'
25.00'
DELTA
11° 51' 56"
5° 47' 38"
17° 31' 12"
61° 02' 22"
82° 28' 48"
8° 46' 43"
29° 13' 49"
27° 01' 30"
52° 32' 46"
18° 03' 18"
17° 31' 07"
72° 53' 52"
86° 47' 22"
20° 25' 53"
82° 41' 06"
50° 09' 32"
60° 00' 00"
60° 00' 00"
T
18.13'
21.25'
30.05'
58.95'
21.92'
12.80'
45.92'
28.40'
31.36'
71.49'
34.67'
96.02'
141.82'
9.43'
22.00'
11.70'
14.43'
14.43'
L
36.13'
42.47'
59.63'
106.53'
35.99'
25.55'
89.84'
55.74'
58.26'
141.80'
68.80'
165.40'
227.21'
18.65'
36.08'
21.89'
26.18'
26.18'
RP STATION RP OFFSET
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
503.639.2710 FAX
SCALE:
RUNWAY 10L-28R STA 291+50 TO STA 299+00
1" = 50'1
RUNWAY 10L-28R
M
AT
C H
LI
N
E
ST
A
1+
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EE
S H
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M
AT
C H
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ST
A
9+
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S H
EE
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C 1.
TA
XI
W
AY
A
TAXIWAY A
S EPT EMBER 0 8 , 2
0 2 0
GARRETT P. STEVENS
EXP: 06/30/28
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
89696PE
KEY PLAN
SCALE : N.T.S.
N
10/5/2026
C
AN
Y O
U S
EE
T
H E
AI
R
PL
AN
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T H
E
AD
JA
C
EN
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SA
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PL
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S H
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T H
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IN
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SE
TT
IN
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W
IN
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D P
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IN
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IN
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P R
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F O
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EF
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EN
C
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PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
G R
AP
H
IC
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C
AL
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- F
O R
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EF
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O N
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gr ay
3:13:39 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 RED8&ED �0� 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 291+50 TO STA 299+00
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
16 CD
PDX 2026-501 C1.082024D011 102981
N SCALE: IN FEET
100'50'0' 25' 150'
RADIUS POINT
STATION OFFSET
292+53.50 525.00' RT
293+23.23 311.08' RT
293+78.50 233.81' RT
294+53.00 242.45' RT
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.
EDGE OF STRUCTURAL
PAVEMENT (TYP).EDGE OF SHOULDER
PAVEMENT (TYP).
EDGE OF STRUCTURAL
PAVEMENT (TYP).
PAVEMENT
REHABILITATION
FULL DEPTH PAVEMENT
CONSTRUCTION
GEOMETRY POINT
LEGEND:
293+23.61 287.97' RT
293+18.69 273.54' RT
293+33.84 287.05' RT
293+67.61 239.54' RT
294+25.07 233.35' RT
297+65.00 225.00' RT
297+28.90 173.57' RT
297+16.61 149.12 RT
297+55.00 117.08' RT
297+75.00 117.08' RT
298+22.39 135.00' RT
91 92 93
85 292+53.50 525.00' RT
293+23.23 311.08' RT
293+78.50 233.81 RT
MULTICORELINK:GEOMETRY PLANS-GEOMETRY PLAN 7
MULTICORELINK:GEOMETRY PLANS-GEOMETRY PLAN 9
| Sheets and Views |
| GEOMETRY PLANS-GEOMETRY PLAN 8 |
| 2026-10-06T16:19:05-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .