PDX 2026-501 (174) C10.11.pdf
PDF 401 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a pavement marking plan document for the Portland International Airport North Runway Rehabilitation project in Oregon, specifically detailing runway and taxiway markings for Runway 10L-28R between stations 319+00 and 327+00. The plan identifies both existing and proposed pavement markings, including runway edge markings, taxiway centerline markings, taxiway edge markings, hold position markings, and arrowhead and tail markings. The document provides detailed technical specifications with curve tables containing radius measurements, delta angles, tangent lengths, and station offsets for six curves (numbered 48-53), along with precise alignment coordinates and offsets for taxiway features. The plan was prepared by HNTB Corporation and issued in October 2026, with design oversight from Gene Tupper and C. Eiseler, drawing by N. Chowdhury, and certification by Hans N. Conradt, a registered professional engineer in Oregon.
The document serves as a civil design sheet showing the graphical layout and technical specifications necessary for implementing pavement markings on the north runway rehabilitation project. Scale details are provided at 1 inch equals 50 feet, with reference graphics included for printing and viewing optimization. The document includes revision tracking, sheet cross-references to related pavement marking detail sheets (C10.12, C10.13, and C10.14), and was created using CAD files maintained by HNTB Corporation as part of the comprehensive North Runway Rehabilitation project documentation for Portland International Airport.
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Text version
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5+
RUNWAY 10L-28R
TA
XI
W
AY
A
TAXIWAY A
320+00.00
75.00' RT
80'
5' MAX (TYP.)
5' M
AX (TYP.)
45° (TYP.)
3' WIDE MARKING
BLAST PAD
SEE DETAIL
100'50'
320+40.00
5.00' RT
321+19.73
122.37' RT
321+59.53
189.60' RT
321+56.79
253.43' RT
322+38.64
270.14' RT
322+40.00
250.00' RT
322+80.71
278.72' RT
322+85.00
237.50' RT
322+40.00
205.00' RT
318+15.58
279.96' RT
321+28.49
257.86' RT
323+02.89
293.46' RT
322+84.85
110.00' RT
322+87.86 0.00' T
3' WIDE RUNWAY
DEMARCATION BAR MARKING
120' 80'
5' M
AX (TYP.) CURVE TABLE
CURVE
RADIUS
R
175.00'
140.00'
110.00'
200.00'
150.00'
200.00'
DELTA
Δ
43° 10' 12"
32° 24' 16"
33° 45' 53"
90° 00' 00"
7° 42' 52"
11° 53' 09"
TANGENT
T
69.23'
40.68'
33.38'
200.00'
10.11'
20.82'
LENGTH
L
131.86'
79.18'
64.82'
314.16'
20.20'
41.49'
STATION OFFSET ALIGN.
RWY
RWY
RWY
RWY
RWY
RWY
320+64.38 87.27' RT
321+44.41 153.15' RT
321+62.90 221.72' RT
321+81.42 63.58' RT
322+39.66 260.09' RT
322+83.78 258.21' RT
SCALE:
RUNWAY 10L-28R STA 319+00 TO STA 327+00
1" = 50'1
M
AT
C H
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ST
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9+
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KEY PLAN
SCALE : N.T.S.
N
N
SCALE: IN FEET
100500 25 150 RUNWAY EDGE
MARKING (TYP)
SEE DETAIL
TAXIWAY CENTERLINE
MARKING
SEE DETAIL
TAXIWAY EDGE
MARKING (TYP)
SEE DETAIL
EDGE OF PAVEMENT, TYP.
TAXIWAY A1
HOLD POSITION MARKING
SEE DETAIL
10/6/2026
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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
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- F
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gr ay
2:26:49 PM NCHOWDHURY c:\users\nchowdhury\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\pavement marking 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
PAVEMENT MARKING PLAN
RUNWAY 10L-28R STA 319+00 TO STA 327+00
GENE TUPPER
C. EISELER
N. CHOWDHURY
H. CONRADT
OCTOBER 2026
174 CD
PDX 2026-501 C10.112024D011 102981
C10.13
C10.12
C10.14
C10.14
C10.12
ARROWHEAD AND
TAIL MARKING (TYP)
SEE DETAIL
C10.14
PAINT TAXIWAY A1 CENTERLINE
OVER RUNWAY EDGE MARKING
AT THIS LOCATION
EXISTING RUNWAY MARKINGS
PROPOSED RUNWAY
MARKINGS
EXISTING TAXIWAY MARKINGS
PROPOSED TAXIWAY
MARKINGS
EXISTING PAVEMENT LIMITS
LEGEND:
RE
G ISTERED PROFESS IONALENG I NEER
MARCH 9 , 1999
60434PE
OREGON
12/31/27EXPIRES:
HA NS N . CONRA DT
| 2026-10-06T17:59:08-0700 | |
| Hans N Conradt |
File details come from the government source that posted it. Updated .