PDX 2026-501 (10) C1.02.pdf
PDF 350 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 is a civil engineering design sheet (Sheet C1.02) prepared by HNTB Corporation, dated October 2026, and stamped by registered professional engineer Garrett P. Stevens. The plan depicts Runway 10L-28R, specifically the section from Station 230+00 to Station 241+00, and includes detailed geometric information for pavement rehabilitation and full-depth pavement construction. The drawing shows runway centerline alignment, shoulder pavement edges with a nominal 35-foot width, coordinate points with station locations and offsets, and a comprehensive curve table containing 15 curves (C9 through C146) with specifications for radius, delta angles, tangent distances, and arc lengths. Key design elements include taxiway connections (Taxiway A, E, and T), a Wildlife Access Road, and limits of new pavement to match existing guard and stop bar lights at PCC pavement edges.
The geometry plan is part of a comprehensive runway rehabilitation project with notes indicating that pavement milling and inlay work shall conform to the actual edge of existing pavement in all locations. The plan is scaled at 1 inch equals 50 feet and includes a key plan for reference. The drawing incorporates stations ranging from 230+00 to 241+00 with multiple geometry points (numbered 9 through 23) establishing precise locations for pavement work. The document references related sheets (C1.01 and C1.03) at match lines, indicating this is part of a larger set of construction documents. No pricing, bid dates, or contract terms are contained within this technical design document.
View the file
Other files
Show 40 more
Latest 50 of 308 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
0+
5+
0+
237+82.97
110.30' LT
236+97.50
140.50' RT
239+03.83
240.74' RT
239+06.23
196.34' RT
239+92.11
124.61' RT
237+50.46
125.28' LT
237+12.11
111.33' LT
237+45.10
125.46' LT
RWY 10L-28R
STA. 237+50.00 =
RUNWAY 10L DISPLACED
THRESHOLD ALSF
STATION 0+00
239+27.32
259.62' RT
239+66.38
124.41' RT
233+40.06
110.00' LT
233+40.06
75.00' LT
237+29.52
118.43' LT
237+64.93
117.91' LT
237+17.74
162.39' RT
237+06.51
280.35' RT
239+27.32
265.57' RT
239+11.30
280.25' RT
240+37.74
149.65' RT
35' NOMINAL
30'
236+97.01
110.00' RT
236+97.01
110.50' RT
237+47.61
165.24' RT
240+37.50
75.00' RT
238+78.10
185.91' RT
239+95.24
119.49' RT
239+63.33
119.24' RT
239+15.70
164.50' RT
239+03.84
179.32' RT
238+95.32
201.13' RT
238+94.45
222.30' RT
238+96.42
255.54' RT
239+02.67
265.56' RT
239+99.39
129.06' RT
240+10.06
138.80' RT
240+25.96
146.86' RT
240+51.62
146.88' RT
240+68.64
137.80' RT
240+84.39
123.97' RT
237+36.62
280.60' RT
238+88.88
280.18' RT
234+25.10
110.65' LT
235+00.16
111.00' LT
236+90.78
111.30' LT
237+92.13
110.32' LT
239+98.71
110.92' LT
230+25.11
110.51' RT
231+24.96
110.44' RT
232+24.97
110.92' RT
233+25.48
110.55' RT
234+25.00
110.00' RT
233+90.00
75.00' RT
BEARING = S61° 01' 34"E
DISTANCE = 10700.00'
30'
CURVE TABLE
CURVE
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C140
C141
C145
C146
R
35.00'
20.00'
50.00'
25.00'
25.00'
25.00'
25.00'
25.00'
75.00'
140.00'
25.00'
105.00'
170.00'
146.00'
31.00'
DELTA
90° 00' 00"
96° 23' 17"
96° 23' 16"
44° 10' 35"
39° 58' 41"
37° 54' 21"
46° 06' 29"
74° 07' 35"
34° 29' 34"
39° 07' 42"
61° 57' 00"
53° 43' 37"
69° 39' 33"
26° 00' 25"
61° 57' 00"
T
35.00'
22.36'
55.91'
10.15'
9.09'
8.59'
10.64'
18.88'
23.28'
49.75'
15.01'
53.19'
118.28'
33.72'
18.61'
L
54.98'
33.65'
84.11'
19.28'
17.44'
16.54'
20.12'
32.34'
45.15'
95.61'
27.03'
98.46'
206.68'
66.27'
33.52'
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 230+00 TO STA 241+00
1" = 50'1
RUNWAY 10L-28R
M
AT
C H
LI
N
E
ST
A
0+
.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.
TA
XI
W
AY
T
TA
XI
W
AY
E
TAXIWAY A
N
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
M
PL
ES
S H
O W
T H
R
EE
D
IF
FE
R
EN
T
LE
VE
LS
O
F
SH
AD
IN
G
SE
TT
IN
G
S
FO
R V
IE
W
IN
G
A N
D P
R
IN
TI
N
G D
R
AW
IN
G
C O
N
TE
N T
AR
E
O
PT
IM
IZ
ED
W
H
EN
AL
L
TH
R
EE
P
LA
N
ES
A
R E
VI
SI
BL
E.
T H
IS
G
U
ID
AN
C
E
IS
P R
O
VI
D
ED
F O
R R
EF
ER
EN
C
E O
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
3:50:10 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 230+00 TO STA 241+00
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
10 CD
PDX 2026-501 C1.022024D011 102981
SCALE: IN FEET
100'50'0' 25' 150'
WILDLIFE ACCESS ROAD
239+76.55 222.41' RT
240+37.50 245.00' RT
239+79.08 145.94' RT
239+28.07 234.63' LT
RADIUS POINT
STATION OFFSET
13 14
237+12.07 136.33' LT
237+46.97 100.53' LT
237+46.97 100.53' 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.
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).
EDGE OF STRUCTURAL
PAVEMENT (TYP).
PAVEMENT
REHABILITATION
FULL DEPTH PAVEMENT
CONSTRUCTION
GEOMETRY POINT
LEGEND:
237+82.90 135.30' LT
233+90.00 110.00' RT
236+97.83 160.50' RT
236+97.83 160.50' RT
239+76.55 222.41' RT
240+37.50 245.00' RT
23 239+79.08 145.94' RT
240+37.50 245.00' RT
| Sheets and Views |
| GEOMETRY PLAN 2 |
| 2026-10-06T16:18:48-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .