PDX 2026-501 (173) C10.10.pdf
PDF 420 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. The drawing depicts runway and taxiway marking specifications for Runway 10L-28R, covering the section from station 310+00 to station 319+00. The plan illustrates existing and proposed pavement markings, including runway centerline markings, runway edge markings, runway threshold bars, touchdown zone markings, runway designation markings, taxiway centerline markings, taxiway edge markings, hold position markings, arrowhead and tail markings, and flush hydrant markings. The document includes a detailed curve table with specifications for eight curves (numbered 40-47) showing radius, delta angles, tangent lengths, and curve lengths. Multiple cross-sectional details reference other sheets (C10.09, C10.10, C10.11, C10.12, C10.13, and C10.14) for specific marking design specifications. The plan was prepared by HNTB Corporation with design, drawing, and checking responsibilities assigned to Gene Tupper, C. Eiseler, N. Chowdhury, and H. Conradt, with final approval dated October 6, 2026.
The document serves as a technical specification and design reference for the pavement marking installation phase of the runway rehabilitation project. No pricing information, contract terms, funding sources, or procurement details are contained within this drawing. The plan is intended for use by contractors and construction personnel executing the marking work and is optimized for viewing and printing when all three display planes (light gray, dark gray, and black) are visible. The registered professional engineer approval, provided by Hans N. Conradt (Oregon PE #60434, expiring December 31, 2027), validates the technical specifications presented in the plan.
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Text version
0+
5+
TAXIWAY A
RUNWAY 10L-28R
TA
XI
W
AY
A
TAXIWAY A
120' (TYP.)
80' (TYP.)
SPACE
314+65.02
75.00' RT
313+04.90
5.00' RT
318+85.00
75.00' RT
318+40.00
5.00' RT
5' S
PA
C
E (T
YP
75'
6' M
AR
KI
N G
(T
YP
TOUCHDOWN ZONE
MARKING
SEE DETAIL
RUNWAY DESIGNATION MARKING
SEE DETAIL
20' 5'
150'
40' 60' 20' 60' 40'
5.75' M
AR
KIN
G
(TYP.)
5.75' SPAC
E (TYP.)
120'100'
314+80.00
5.00' RT
315+84.73
122.37' RT
316+24.64
189.54' RT
316+14.65
269.94' RT
317+03.64
270.14' RT 317+06.34
270.00' RT
317+05.00
250.03' RT
317+05.00
205.00' RT
317+76.05
199.26' RT
317+84.50
269.96' RT
318+15.58
279.96' RT
315+83.30
280.03' RT
1+
.0
5+
.0
317+87.94
150.93' RT
317+54.86
50.50' LT
317+54.86
21.50' LT
317+54.86
21.50' RT
317+54.86
50.50' RT
315+40.00
8.09' RT
CURVE TABLE
CURVE
RADIUS
R
200.00'
175.00'
140.00'
110.00'
150.00'
150.00'
100.00'
100.00'
DELTA
Δ
90° 00' 00"
43° 10' 12"
32° 24' 16"
43° 14' 23"
7° 42' 52"
7° 39' 44"
41° 41' 17"
76° 04' 11"
TANGENT
T
200.00'
69.23'
40.68'
43.60'
10.11'
10.04'
38.07'
78.23'
LENGTH
L
314.16'
131.86'
79.18'
83.01'
20.20'
20.06'
72.76'
132.77'
STATION OFFSET ALIGN.
RWY
RWY
RWY
RWY
RWY
RWY
RWY
RWY
316+46.42 63.58' RT
315+29.38 87.27' RT
316+09.41 153.15' RT
316+27.13 230.78' RT
317+04.66 260.09' RT
317+05.33 260.02' RT
317+73.72 235.43' RT
318+23.39 96.24' RT
SCALE:
RUNWAY 10L-28R STA 310+00 TO STA 319+00
1" = 50'1
M
AT
C H
LI
N
E
ST
A
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EE
S H
EE
T
C
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M
AT
C H
LI
N
E
ST
A
9+
.0 0, S
EE
S H
EE
T
C
.1
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
RUNWAY THRESHOLD BAR
RWY 10L-28R
STA. 317+50.00
RUNWAY CENTERLINE
MARKING
SEE DETAIL
EDGE OF PAVEMENT, TYP.
TAXIWAY A2
HOLD POSITION MARKING
SEE DETAIL
10/6/2026
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FO
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IM
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W
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PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
G R
AP
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IC
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C
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gr ay
2:26:45 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 310+00 TO STA 319+00
GENE TUPPER
C. EISELER
N. CHOWDHURY
H. CONRADT
OCTOBER 2026
173 CD
PDX 2026-501 C10.102024D011 102981
C10.13
C10.12
C10.14
C10.13
C10.12
C10.12
C10.13
C10.13
ARROWHEAD AND
TAIL MARKING (TYP)
SEE DETAIL 3
C10.14
TAXIWAY CENTERLINE AT
THRESHOLD AND
DESIGNATION MARKINGS
SEE DETAIL 5
C10.12
RUNWAY THRESHOLD
MARKING 3
C10.12
PAINT TAXIWAY A1
CENTERLINE OVER
ARROWHEAD AT THIS
LOCATION
EXISTING RUNWAY MARKINGS
PROPOSED RUNWAY
MARKINGS
EXISTING TAXIWAY MARKINGS
PROPOSED TAXIWAY
MARKINGS
EXISTING PAVEMENT LIMITS
LEGEND:
ARROWHEAD ONLY
MARKING (4 LOCATIONS)
SEE DETAIL 3
C10.14
MARKINGS FOR
FLUSH HYDRANT
SEE DETAIL 1
C8.08
RE
G ISTERED PROFESS IONALENG I NEER
MARCH 9 , 1999
60434PE
OREGON
12/31/27EXPIRES:
HA NS N . CONRA DT
| 2026-10-06T17:57:29-0700 | |
| Hans N Conradt |
File details come from the government source that posted it. Updated .