PDX 2026-501 (15) C1.07.pdf
PDF 345 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 in Oregon, specifically detailing the runway 10L-28R section from station 282+00 to station 291+50. The document provides technical specifications for pavement rehabilitation work, including full-depth pavement construction and shoulder pavement details. The plan includes curve tables with radius measurements ranging from 25.00 feet to 700.00 feet, delta angles, tangent lengths, and chord lengths for 25 curves (C62 through C87). Station references, offset measurements, and edge-of-pavement designations are provided throughout the geometric alignment. The drawing was prepared by HNTB Corporation's Portland office and is dated October 2026, with professional engineer registration from Garrett P. Stevens (License No. 89696PE, expiration 06/30/28).
The drawing includes specific station locations for radius points with corresponding offsets, distinguishing between structural pavement edges and shoulder pavement edges. Notable features include taxiway connections (Taxiway A and Taxiway W), runway nominal shoulder widths of 35 feet, and directional bearings for alignment verification. The document notes that pavement milling and inlay work shall conform to the actual edge of existing pavement in all locations. A graphic scale reference and coordinate system are provided for accurate construction interpretation, with the plan indicating this is one sheet in a multi-sheet geometry plan series for the North Runway Rehabilitation project.
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Text version
5+
0+
BE
AR
IN
G
N
° 5
8'
6" E
D
IS
TA
N
C E
9.
39+00
40+00
45+00
283+03.13
110.00' RT
283+26.18
125.30' RT
283+72.29
125.30' RT
283+95.34
110.00' RT
284+48.33
126.07' RT
284+69.30
250.81' RT
284+44.31
275.00' RT
283+05.83
322.81' RT
283+53.09
275.00' RT
283+28.11
298.98' RT
290+48.67
339.10' RT
290+31.21
331.15' RT
287+97.50
323.36' RT
287+73.35
299.20' RT
287+48.37
275.02' RT286+53.68
275.00' RT
286+28.70
250.81' RT
286+49.67
126.07' RT
286+73.02
110.00' RT
287+04.10
110.00' RT
287+27.17
125.37' RT
287+73.33
125.37' RT
287+96.40
110.00' RT
290+66.85
347.06' RT
282+48.35
326.56' RT
287+96.40
353.34' RT
284+57.90
75.00' RT 286+40.10
75.00' RT
284+50.78
322.17' RT
286+40.93
318.26' RT
282+49.01
356.55' RT
285+49.00
100.00' LT
285+49.00
499.79' RT
284+24.98
110.00' RT
284+98.95
259.42' RT
285+98.95
257.49' RT
282+92.14
110.00' RT
288+08.79
110.00' RT
282+92.78
75.00' RT
288+08.79
75.00' RT
290+66.85
362.35' RT
290+66.85
368.33' RT
290+66.85
399.83' RT
35' NOMINAL
35' NOMINAL
30'30'
282+38.03
110.46' LT
284+35.45
110.55' LT
286+31.96
110.52' LT
288+25.49
110.47' LT
290+21.57
110.13' LT
BEARING = S61° 01' 34"E
DISTANCE = 10700.00'
282+49.01
368.27' RT
282+49.01
399.77' RT
CURVE TABLE
CURVE
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
C76
C78
C79
C80
C81
C82
C83
C84
C85
C86
C87
R
25.00'
25.00'
25.00'
25.00'
320.00'
25.00'
25.00'
25.00'
670.00'
350.00'
70.00'
700.00'
350.00'
70.00'
425.00'
25.00'
25.00'
25.00'
25.00'
320.00'
25.00'
25.00'
25.00'
25.00'
25.00'
DELTA
67° 11' 44"
134° 23' 27"
67° 11' 44"
69° 03' 36"
22° 47' 56"
88° 08' 28"
87° 39' 38"
81° 28' 10"
4° 55' 39"
31° 19' 04"
68° 48' 45"
16° 48' 47"
31° 00' 14"
63° 40' 59"
21° 36' 55"
67° 22' 06"
134° 44' 12"
67° 22' 06"
68° 58' 17"
22° 48' 11"
88° 07' 44"
88° 06' 13"
86° 12' 26"
45° 07' 49"
46° 46' 17"
T
16.61'
59.46'
16.61'
17.20'
64.52'
24.20'
24.00'
21.53'
28.83'
98.11'
47.94'
103.45'
97.08'
43.47'
81.13'
16.66'
59.97'
16.66'
17.17'
64.53'
24.20'
24.19'
23.40'
10.39'
10.81'
L
29.32'
58.64'
29.32'
30.13'
127.33'
38.46'
38.25'
35.55'
57.62'
191.31'
84.07'
205.41'
189.39'
77.80'
160.33'
29.40'
58.79'
29.40'
30.09'
127.36'
38.45'
38.44'
37.61'
19.69'
20.41'
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 282+00 TO STA 291+50
1" = 50'1
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.
RUNWAY 10L-28R
M
AT
C H
LI
N
E
ST
A
2+
.0 0, S
EE
S H
EE
T
C 1.
M
AT
C H
LI
N
E
ST
A
1+
.0 0, S
EE
S H
EE
T
C 1.
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
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T
H E
AI
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PL
AN
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T H
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AD
JA
C
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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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FE
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EN
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SH
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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
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G D
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AW
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C O
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AR
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PT
IM
IZ
ED
W
H
EN
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L
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P
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ES
A
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T H
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P R
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F O
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EF
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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
E
- F
O R
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EF
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gr ay
3:13:37 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 282+00 TO STA 291+50
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
15 CD
PDX 2026-501 C1.072024D011 102981
53 54
58 73
68 67 66
N SCALE: IN FEET
100'50'0' 25' 150'
283+03.13 134.98' RT
283+49.24 115.62' RT
283+95.34 134.98' RT
284+24.98 134.98' RT
281+49.47 240.43' RT
284+44.31 250.00' RT
283+53.09 300.00' RT
283+03.13 297.96' RT
282+33.57 343.28' LT
281+49.47 240.43' RT
284+29.05 255.63' RT
282+33.57 343.28' LT
289+48.53 240.43' RT
286+68.86 254.07' RT
288+10.56 71.42' LT
287+96.40 135.00' RT
287+50.25 115.76' RT
287+04.10 135.00' RT
TA
XI
W
AY
A
(P R
O
PO
SE
D
TA
XI
W
AY
W
RADIUS POINT
STATION OFFSET
286+73.02 135.00' RT
289+48.53 240.43' RT
286+53.69 250.00' RT
287+48.36 300.02' RT
287+98.34 298.38' RT
290+30.38 356.14 RT
290+66.97 322.06' RT
EDGE OF STRUCTURAL
PAVEMENT (TYP).
EDGE OF SHOULDER
PAVEMENT (TYP).
EDGE OF STRUCTURAL
PAVEMENT (TYP).
PAVEMENT
REHABILITATION
FULL DEPTH PAVEMENT
CONSTRUCTION
GEOMETRY POINT
LEGEND:
MULTICORELINK:GEOMETRY PLANS-GEOMETRY PLAN 6
MULTICORELINK:GEOMETRY PLANS-GEOMETRY PLAN 8
| Sheets and Views |
| GEOMETRY PLANS-GEOMETRY PLAN 7 |
| 2026-10-06T16:19:04-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .