PDX 2026-501 (18) C1.10.pdf
PDF 344 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 pavement design and alignment for Runway 10L-28R between stations 310+00 and 319+00. The plan, prepared by HNTB Corporation and signed by Registered Professional Engineer Garrett P. Stevens (Oregon License 89696), was dated October 2026 and includes comprehensive geometric data for runway rehabilitation work. The document provides detailed station locations, offset measurements, curve calculations, and pavement construction specifications, including radius points, delta angles, tangent lengths, and curve lengths for 25 curves (C107 through C135). The geometry is based on the existing Runway 10L-28R centerline alignment, with runway shoulder width of 35 feet nominal, and distinguishes between structural pavement edges and shoulder pavement rehabilitation areas.
The plan specifies that pavement milling and inlay work shall conform to the actual edge of existing pavement in all locations rather than nominal dimensions, ensuring precise construction standards. The document includes a key plan for reference and graphic scale notation, with drawing optimization guidance for viewing and printing purposes. The geometry plan serves as a foundational design document for the North Runway Rehabilitation project, providing contractors with precise alignment and construction boundary information necessary for executing pavement rehabilitation work on this critical airport infrastructure.
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Text version
0+
5+
315+34.99
75.00' LT
315+00.29
130.32' RT
315+33.73
122.32' RT
315+95.48
197.07' RT
315+95.43
237.13' RT
317+23.45
110.00' LT
317+40.28
116.52' LT
317+60.37
123.04' LT
317+77.32
116.52' LT
317+94.16
110.00' LT
317+57.22
123.03' LT
315+80.80
253.93' RT
315+35.05
110.00' LT
315+30.37
275.00' RT
318+59.58
275.00' RT
315+42.74
259.13' RT
315+30.53
271.04' RT
314+07.32
111.25' RT
314+32.80
130.29' RT
314+26.74
75.04' RT
318+85.00
75.00' RT
35' NOMINAL
35' NOMINAL
30'
RWY 10L-28R
STA. 317+50.00 =
RUNWAY 28R DISPLACED THRESHOLD
MALSR STATION 0+00
BEARING = S61° 01' 34"E
DISTANCE = 10700.00'
312+81.48
110.02' LT
311+81.58
110.24' LT
318+49.90
264.65' RT
318+18.43
243.50' RT
318+12.23
227.15' RT
318+76.20
110.78' RT
318+43.31
125.97' RT
318+32.06
138.36' RT
317+87.94
150.93' RT
317+75.94
199.32' RT
317+87.34
275.00' RT
318+17.16
180.73' RT
314+65.00
75.00' RT
315+84.73
122.37' RT
316+24.53
189.60' RT
316+11.47
275.00' RT
315+83.10
259.48' RT
314+96.39
125.76' RT
314+99.74
122.63' RT
315+36.57
117.04' RT
315+59.53
132.25' RT
316+10.57
199.52' RT
316+00.30
241.60' RT
315+88.54
154.73' RT 110.83' RT
315+04.03
126.83' RT
315+64.20
144.25' RT
CURVE TABLE
CURVE
C107
C108
C109
C110
C111
C112
C113
C114
C115
C117
C118
C119
C120
C121
C122
C123
C124
C125
C126
C127
C128
C132
C133
C134
C135
R
28.37'
37.55'
58.25'
25.00'
145.00'
110.00'
80.00'
25.00'
31.00'
151.00'
101.38'
103.74'
43.31'
31.00'
175.00'
140.00'
110.00'
75.50'
12.23'
100.00'
100.00'
25.00'
25.00'
25.00'
25.00'
DELTA
67° 34' 33"
64° 45' 23"
37° 23' 37"
73° 51' 42"
14° 52' 37"
32° 24' 16"
28° 59' 48"
52° 55' 13"
73° 51' 42"
10° 27' 55"
20° 51' 09"
27° 50' 46"
60° 00' 13"
47° 10' 11"
43° 10' 12"
32° 24' 16"
46° 14' 44"
22° 43' 33"
88° 25' 08"
45° 00' 00"
76° 04' 11"
42° 19' 12"
42° 34' 20"
42° 35' 45"
42° 20' 37"
T
18.98'
23.81'
19.71'
18.79'
18.93'
31.96'
20.69'
12.44'
23.30'
13.83'
18.65'
25.72'
25.01'
13.53'
69.23'
40.68'
46.97'
15.17'
11.90'
41.42'
78.23'
9.68'
9.74'
9.75'
9.68'
L
33.46'
42.44'
38.01'
32.23'
37.65'
62.21'
40.49'
23.09'
39.96'
27.58'
36.90'
50.42'
45.36'
25.52'
131.86'
79.18'
88.79'
29.95'
18.88'
78.54'
132.77'
18.47'
18.58'
18.59'
18.48'
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 310+00 TO STA 319+00
1" = 50'1
RUNWAY 10L-28R
M
AT
C H
LI
N
E
ST
A
0+
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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
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T
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
ES
T H
E
AD
JA
C
EN
T
SA
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PL
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S H
O W
T H
R
EE
D
IF
FE
R
EN
T
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VE
LS
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F
SH
AD
IN
G
SE
TT
IN
G
S
FO
R V
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W
IN
G
A N
D P
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IN
TI
N
G D
R
AW
IN
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C O
N
TE
N T
AR
E
O
PT
IM
IZ
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W
H
EN
AL
L
TH
R
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P
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A
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VI
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T H
IS
G
U
ID
AN
C
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IS
P R
O
VI
D
ED
F O
R R
EF
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EN
C
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N
LY
PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
G R
AP
H
IC
S
C
AL
E
- F
O R
R
EF
ER
EN
C E
O N
LY
gr ay
3:13:43 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 310+00 TO STA 319+00
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
18 CD
PDX 2026-501 C1.102024D011 102981
N SCALE: IN FEET
100'50'0' 25' 150'
315+16.54 144.32' RT
314+65.00 250.00' RT
314+88.95 224.47' RT
315+18.00 217.00' RT
RADIUS POINT
STATION OFFSET
315+71.23 230.84' RT
317+23.45 135.00' LT
317+57.11 98.03' LT
317+60.48 98.04' LT
317+94.16 135.00' LT
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:
116 117
95 96
314+06.07 139.78' RT
314+62.34 107.11' RT
314+62.43 86.06' RT
318+73.00 223.39' LT
318+85.00 175.00' LT
315+21.88 144.34' RT
314+65.00 250.00' RT
315+12.96 222.30' RT
315+09.20 221.56' RT
315+69.00 211.67' RT
315+71.34 230.94' RT
314+65.00 250.00' RT
314+88.95 224.47' RT
315+80.00 217.00' RT
315+51.90 184.18' RT
315+42.76 271.36' RT
MULTICORELINK:GEOMETRY PLANS-GEOMETRY PLAN 9
MULTICORELINK:GEOMETRY PLANS-GEOMETRY PLAN 11
| Sheets and Views |
| GEOMETRY PLANS-GEOMETRY PLAN 10 |
| 2026-10-06T16:19:05-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .