PDX 2026-5 (38) C9.01.pdf
PDF 348 KB Posted
- Attached to
- Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation
- Solicitation number
- 146992
- Issued by
- Multnomah County, Oregon
About this file
This is a Pavement Marking Plan document for the Portland International Airport, prepared by engineering professionals registered in Oregon. The project involves the rehabilitation of Taxiway K West, spanning Gates E3 to E6, and the Vehicle Service Road at Portland International Airport in Oregon. The plan details the installation of new pavement markings including taxiway centerline markings, lead-in lines for gates, vehicle service road striping, roadway stop bars, speed limit markings, and parking safety markings. The markings are specified according to FAA Advisory Circular AC 150/5340-1M Standards for Airport Markings. Key elements include six curves (C1 through C6) with specified radii ranging from 30 feet to 166.25 feet, delta angles, tangent lengths, and arc lengths. The plan identifies 138 specific points with station and offset coordinates for precise marking placement, with the work tied to existing taxiway edge markings that must be surveyed and replaced in their current locations.
The contractor is required to survey existing taxiway edge markings prior to demolition and match all existing pavement markings at tie-in locations. The plan specifies that all existing markings outside paving limits shall be cleaned, prepped, and remarked in accordance with Specification P-620. Any damage to pavement from surface preparation for marking installation shall be repaired by the contractor at no cost to the owner. If new pavement areas must be opened to traffic prior to completion of pavement cure time, temporary markings shall be placed with permanent paint markings applied during a scheduled closure once cure time has ended, with payment outlined in the P-620 specification. The drawing was prepared in October 2026 and scaled at 1 inch equals 50 feet.
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Text version
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D9D11D13 D5D7
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20M P
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109 133
200 201 202 203 204
205 206 207 208 209
210 211 212 213 214 216 217 218 219
BEGIN VSR THERMOPLASTIC
MARKINGS
STA. 20+48.75
END VSR PAINTED
MARKINGS
STA. 20+48.75
BEGIN VSR PAINTED MARKINGS
TIE INTO EXISTING MARKINGS (TYP)
STA. 19+20.14
OFF. 220.88'RT
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
R
136.00'
164.00'
166.25'
166.15'
30.00'
30.00'
DELTA
39° 57' 42"
39° 57' 42"
39° 57' 42"
40° 21' 52"
89° 52' 39"
89° 59' 22"
T
49.45'
59.63'
60.45'
61.07'
29.94'
29.99'
L
94.85'
114.38'
115.95'
117.05'
47.06'
47.12'
RADIUS POINT
STA OFF
20+44.34 310.79'R
20+48.75 310.79'R
20+48.75 310.79'R
20+48.16 309.18'R
25+50.18 204.78'R
26+27.21 204.78'R
LEAD-IN LINES
POINT # STA OFFSET
200 21+01.83 123.92'R 201 23+50.00 123.87'R 202 24+86.21 123.85'R 203 26+97.06 123.80'R 204 28+39.37 123.78'R 205 21+05.37 141.40'R 206 23+49.98 141.38'R 207 24+86.25 141.38'R 208 26+97.10 141.38'R 209 28+39.41 141.38'R 210 21+12.22 175.98'R 211 23+50.08 176.00'R 212 24+86.02 176.00'R 213 26+97.13 176.00'R 214 28+39.26 176.00'R 216 21+14.17 185.96'R 217 23+50.14 188.99'R 218 24+85.87 189.00'R 219 26+97.13 188.73'R 220 28+39.18 208.61'R 258 29+36.35 191.37'R 259 29+31.41 208.60'R
VEHICLE SERVICE ROAD
STRIPING
POINT # STA OFFSET
100 19+16.82 204.44'R 101 19+34.46 225.47'R 102 20+48.75 143.04'R 103 20+48.75 144.54'R 104 20+48.75 146.79'R 105 20+44.34 174.79'R 106 19+56.99 206.55'R 107 19+43.41 185.09'R 108 19+41.97 183.36'R 109 19+41.00 182.21'R 133 26+27.21 174.78'R 134 25+97.21 204.77'R 135 25+97.20 215.45'R 136 25+80.20 215.45'R 137 25+80.18 204.71'R 138 25+50.18 174.78'R
N
SCALE: IN Feet
100500 25 150
12/11/2024
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PRINTED:
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DESIGN NUMBER PROJECT NUMBER
2"
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gr ay
10:45:53 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\PAVEMENT MARKING PLAN.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
TAXIWAY K WEST GATES E3 TO E6 & VEHICLE SERVICE ROAD REHABILITATION
PAVEMENT MARKING PLAN - WEST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
38 CD
PDX 2026-5 C9.012025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
9.
N
KEY PLAN
SCALE : N.T.S.
SCALE:
PAVEMENT MARKING PLAN - WEST
1" = 50'1
℄TAXIWAY K
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
TIE INTO EXISTING
LEAD-IN LINE (TYP)
TIE INTO EXISTING LEAD-IN LINE (TYP)
LEGEND:
NEW PAVEMENT AREA
GEOMETRY CURVE PC/PT POINT
PROPOSED MARKINGS
EXISTING MARKINGS
5 6
NOTES:
1. STATIONS AND OFFSETS FOR PAVEMENT MARKING PLAN BASED ON TWY K CENTERLINE
ALIGNMENT.
2. STATIONS, OFFSET, AND RADII ARE LOCATED AT THE REFERENCE LINE FOR MARKINGS AS SHOWN
ON THE PAVEMENT MARKING DETAILS ON SHEETS C9.03-C9.04.
3. CONTRACTOR SHALL SURVEY THE EXISTING TAXIWAY EDGE MARKINGS PRIOR TO DEMOLITION.
THESE MARKINGS WILL BE REPLACED IN THEIR EXISTING LOCATIONS DURING FINAL MARKINGS.
4. REMOVE EXISTING STRIPING THAT CONFLICTS WITH THIS LAYOUT AS APPROVED BY THE RESIDENT
PROJECT REPRESENTATIVE.
5. CONTRACTOR SHALL MATCH EXISTING PAVEMENT MARKINGS AT ALL TIE-IN LOCATIONS.
CONTRACTOR SHALL SURVEY EXISTING MARKINGS PRIOR TO DEMOLITION.
6. ANY DAMAGE TO PAVEMENT FROM SURFACE PREPARATION FOR MARKING INSTALLATION SHALL BE
REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
7. ALL EXISTING MARKINGS TO BE RE-STRIPED IN EXISTING LOCATIONS LOCATED OUTSIDE OF THE PAVING LIMITS SHALL BE CLEANED, PREPPED AND REMARKED IN KIND, AND IN ACCORDANCE WITH
SPECIFICATION P-620.
8. EXISTING MARKINGS TO BE TEMPORARILY BLACKED OUT AND REMARKED OUTSIDE OF PAVING
LIMITS ARE SHOWN IN THE CSPP DRAWINGS.
9. CONTRACTOR SHALL HAVE A COPY OF THE CURRENT FAA ADVISORY CIRCULAR AC 150/5340-1M
STANDARDS FOR AIRPORT MARKINGS ON SITE AT ALL TIMES. ANY DISCREPANCY BETWEEN
INFORMATION SHOWN ON THE PLAN SHEETS AND THE ADVISORY CIRCULAR SHALL BE
COORDINATED WITH THE RESIDENT PROJECT REPRESENTATIVE FOR DIRECTION.
10. IF NEW PAVEMENT AREAS NEED TO BE OPEN TO TRAFFIC PRIOR TO THE COMPLETION OF THE PAVEMENT CURE TIME OUTLINED IN THE P-620 SPECIFICATION, TEMPORARY MARKINGS SHALL BE
PLACED. PERMANENT PAINT MARKING SHALL THEN BE PLACED DURING A SCHEDULED AREA
CLOSURE ONCE THE CURE TIME HAS ENDED. PAYMENT FOR THESE MARKINGS IS OUTLINED IN THE
P-620 SPECIFICATION.
GATE LEAD-IN
LINE PER DETAIL
(TYP)
C9.03
PARKING SAFETY
MARKING PER DETAIL
(TYP)
C9.03
GATE LEAD-IN
LINE PER DETAIL
(TYP)
C9.03
VEHICLE SERVICE ROAD
STRIPING PER DETAIL
(TYP)
C9.04
12.5'
12.5'
'1
4'
ROADWAY STOP
BAR PER DETAIL
(TYP)
C9.04
VSR SPEED LIMIT
MARKING PER DETAIL
(TYP)
C9.04
| 2026-09-30T11:11:36-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .