PDX 2026-5 (39) C9.02.pdf
PDF 344 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 specification document for the Portland International Airport (PDX) project 2026-5, issued by the Port of Portland, Oregon, detailing requirements for Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation. The project encompasses pavement rehabilitation work including mill and fill operations, crack sealing, asphalt concrete paving, and associated infrastructure improvements along the taxiway and service road. The scope includes surface preparation, drainage improvements, and restoration of pavement markings and signage. Bidders must comply with all technical specifications outlined in the document, including material standards, construction sequencing, and quality assurance requirements. The project involves coordination with active airport operations and requires adherence to FAA design standards and Port of Portland specifications.
The specification document establishes rigorous material and workmanship standards for all pavement work, requiring contractors to submit detailed submittals for approval prior to construction. Quality control measures include mandatory testing protocols for asphalt mix design, compaction verification, and surface smoothness according to specified tolerances. The contractor must maintain traffic control and implement safety protocols appropriate for an active international airport environment. All work must comply with federal aviation regulations and local permitting requirements, with the Port of Portland maintaining authority over inspection and acceptance of completed work. The document includes detailed provisions for handling of existing materials, environmental compliance, and restoration of all surfaces to approved conditions.
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Text version
D3 E1 E5E4E3 E7E6E2
MPH
STOP
+0
+0
+0
E3 E4 E5 E6
20M P
H
20 M P
H
20M P
H
20 M P
H
123124
125126
222 223 224 225 226
230 231 232
234 235 236
260 261 262
300301
305 306
307 308
BEGIN VSR PAINTED
MARKINGS
STA. 39+97.60
END VSR THERMOPLASTIC
MARKINGS
STA. 39+97.60
END VSR PAINTED MARKINGS
TIE INTO EXISTING MARKINGS (TYP)
℄ STA. 41+74.09
CURVE TABLE
CURVE
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
R
30.00'
30.00'
30.00'
45.00'
129.00'
70.00'
101.00'
98.75'
97.25'
127.00'
129.25'
130.75'
1300.00'
150.00'
200.01'
DELTA
90° 14' 34"
90° 08' 46"
90° 46' 59"
89° 54' 47"
24° 11' 52"
19° 40' 25"
20° 00' 34"
20° 00' 34"
20° 00' 34"
20° 00' 34"
20° 00' 34"
20° 00' 34"
6° 22' 31"
12° 02' 03"
2° 31' 57"
T
30.13'
30.08'
30.41'
44.93'
27.65'
12.14'
17.82'
17.42'
17.16'
22.40'
22.80'
23.07'
72.40'
15.81'
4.42'
L
47.25'
47.20'
47.53'
70.62'
54.48'
24.04'
35.27'
34.49'
33.96'
44.35'
45.14'
45.66'
144.65'
31.51'
8.84'
RADIUS POINT
STA OFF
30+55.12 204.77'R
31+39.17 204.76'R
34+17.09 204.76'R
35+18.36 219.76'R
40+90.44 45.75'R
41+72.01 227.27'R
40+90.44 45.75'R
40+90.44 45.75'R
40+90.44 45.75'R
41+73.74 255.88'R
41+68.46 259.99'R
41+68.46 259.99'R
38+22.62 -1,337.50'L
39+50.31 -194.61'L
39+88.75 -200.01'L
LEAD-IN LINES
POINT # STA OFFSET
215 30+09.28 175.77'R 221 30+06.96 208.61'R 222 31+91.62 175.76'R 223 33+57.09 175.75'R 224 35+55.09 176.00'R 225 37+01.83 175.75'R 226 38+49.66 175.75'R 227 39+89.26 175.75'R 228 31+91.59 208.61'R 229 33+55.68 208.65'R 230 35+55.09 200.75'R
LEAD-IN LINES
POINT # STA OFFSET
231 37+01.86 200.71'R 232 38+49.69 200.68'R 233 39+89.37 200.65'R 234 30+09.41 200.07'R 235 33+57.08 196.16'R 236 39+25.02 190.44'R 237 39+25.03 200.66'R 238 39+13.60 190.46'R 239 39+13.61 200.66'R 240 37+85.75 190.40'R 241 37+85.76 200.69'R
LEAD-IN LINES
POINT # STA OFFSET
242 37+74.34 190.42'R 243 37+74.34 200.70'R 244 36+29.34 190.30'R 245 36+29.36 200.73'R 246 36+19.01 190.31'R 247 36+19.01 200.73'R 248 34+91.17 190.21'R 249 34+91.17 200.72'R 250 34+30.40 191.63'R 251 34+29.32 201.12'R 252 32+84.97 185.08'R
LEAD-IN LINES
POINT # STA OFFSET
253 32+82.45 208.67'R 254 32+63.98 189.38'R 255 32+63.98 208.64'R 256 31+19.23 191.05'R 257 31+19.21 208.63'R 260 35+55.09 141.37'R 261 37+01.64 141.37'R 262 38+49.48 141.37'R 263 39+89.26 141.38'R
TWY K STRIPING
POINT # STA OFFSET
300 39+89.27 16.11'R 301 38+49.49 16.31'R 302 37+01.65 16.08'R 303 35+55.10 16.33'R 304 39+88.83 0.00'R 305 34+26.85 0.00'R 306 39+97.67 0.00'R 307 34+26.92 -42.54'L 308 34+68.62 -37.50'L 309 38+22.62 -37.50'L 311 39+66.97 -45.54'L
TWY K STRIPING
POINT # STA OFFSET
312 39+97.68 -52.29'L 313 34+47.93 -40.67'L 314 34+50.82 -64.80'L 315 34+95.38 -37.55'L 316 34+95.26 -62.54'L 317 35+42.88 -37.64'L 318 35+42.95 -62.52'L 319 35+90.50 -37.62'L 320 35+90.43 -62.40'L 321 36+38.30 -37.58'L 322 36+38.01 -62.39'L
TWY K STRIPING
POINT # STA OFFSET
323 36+85.68 -37.67'L 324 36+85.67 -62.43'L 325 37+33.20 -37.57'L 326 37+33.28 -62.49'L 327 37+81.04 -37.69'L 328 37+80.91 -62.46'L 329 38+28.56 -37.71'L 330 38+28.40 -62.62'L 331 38+76.04 -38.93'L 332 38+75.03 -63.67'L 333 39+97.67 -0.20'L
VEHICLE SERVICE ROAD
STRIPING
POINT # STA OFFSET
110 40+90.44 143.00'R 111 40+90.44 144.50'R 112 40+90.44 146.75'R 113 40+90.44 174.75'R 114 41+23.72 137.13'R 115 41+24.23 138.54'R 116 41+25.00 140.65'R 117 41+43.32 163.42'R 118 41+74.09 129.24'R 119 41+74.09 130.74'R 120 41+74.09 132.99'R 121 41+66.49 157.48'R
VEHICLE SERVICE ROAD
STRIPING
POINT # STA OFFSET
122 35+18.36 174.76'R 123 34+73.36 220.26'R 124 34+46.84 222.96'R 125 34+17.09 174.76'R 126 31+39.16 174.76'R 127 31+09.18 208.58'R 128 30+85.11 208.59'R 129 30+55.12 174.77'R 130 34+47.09 205.17'R 131 31+09.17 204.84'R 132 30+85.12 204.89'R
N
SCALE: IN Feet
100500 25 150
12/11/2024
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lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
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10:47:55 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 - EAST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
39 CD
PDX 2026-5 C9.022025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
9.
SCALE:
PAVEMENT MARKING PLAN - EAST
1" = 50'1
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
LEGEND:
NEW PAVEMENT AREA
GEOMETRY CURVE PC/PT POINT
PROPOSED MARKINGS
EXISTING MARKINGS
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.
7 8 9
17 18
GATE LEAD-IN
LINE PER DETAIL
(TYP)
C9.03
PARKING SAFETY
MARKING PER DETAIL
(TYP)
C9.03
ROADWAY STOP
BAR PER DETAIL
(TYP)
C9.04
VEHICLE SERVICE ROAD
STRIPING PER DETAIL
(TYP)
C9.04
TIE INTO EXISTING LEAD-IN LINE (TYP)GATE LEAD-IN
LINE PER DETAIL
(TYP)
C9.03
TAXIWAY CENTERLINE
STRIPE PER DETAIL
(TYP)
C9.03
TAXIWAY SHOULDER
STRIPE PER DETAIL
(TYP)
C9.03
TAXIWAY EDGE
STRIPE PER DETAIL
(TYP)
C9.03
GATE LEAD-IN
NUMBER PER
DETAIL
(TYP)
C9.03
TIE INTO EXISTING
TAXIWAY STRIPE (TYP)
PAINTED TAXIWAY
DIRECTION SIGN
PER DETAIL 5
C9.03
.0
8'
.1 9'
N
KEY PLAN
SCALE : N.T.S.
VSR SPEED LIMIT
MARKING PER DETAIL
(TYP)
C9.04
AutoCAD SHX Text
STOP
| 2026-09-30T11:11:40-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .