PDX 2026-501 (56) C4.09.pdf
PDF 402 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a pavement layout plan for the Portland International Airport North Runway Rehabilitation project in Oregon, specifically detailing the runway 10L-28R section from station 264+50 to station 271+00. The project involves the rehabilitation of airfield pavement with multiple asphalt sections of varying nominal depths: 16 inches, 9 inches, 4 inches, and 2 inches, as well as full-depth 4-inch shoulder asphalt concrete pavement (ACP). The technical drawing, prepared by HNTB Corporation and stamped by registered professional engineer Garrett P. Stevens (Oregon License 89696PE), includes detailed pavement geometry, FAA and airfield electrical light beam foundation locations, existing electrical vault and pad protection requirements, and transition details to existing pavement. The plan references multiple cross-referenced sheets including alignment geometry plans (C1.01-C1.11), elevation plans (C7.01-C7.35), storm drain and underdrain plans (C9.01-C9.04), airfield electrical geometry plans (E3.01-E3.12), and electrical lighting plans (E4.01-E4.12). The drawing is scaled at 1 inch equals 30 feet and was prepared in October 2026.
The document establishes the technical specifications and spatial requirements for pavement installation, noting that some FAA and electrical light beam foundation work will be completed prior to asphalt paving while other locations will be finished after paving completion. Key considerations include protection of existing signs, foundations, fixtures, and electrical vaults designated to remain throughout construction, as well as coordination with adjacent taxiway A5. The plan indicates that new pavement geometry specifications are designed to interface properly with existing pavement to remain, requiring careful attention to transition details and inlay specifications documented in referenced detail sheets.
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Text version
M W
V co co co co co co
264+95.93
264.18' RT
265+46.69
271.00' RT
267+09.53
271.00' RT
267+76.55
266.81' RT
267+40.00
75.00' RT
264+80.77
271.00' RT
265+16.41
271.00' RT
267+58.44
139.75' RT
267+03.76
115.37' RT
265+36.00
242.33' RT
267+01.90
139.50' RT
267+07.67
110.81' RT
267+14.45
131.48' RT
267+62.87
240.11' RT
267+05.08
310.34' RT
267+55.99
271.00' RT
267+28.74
287.20' RT
267+01.59
305.46' RT
267+31.94
292.27' RT
5+
0+
V
269+75.01
30.00' RT
269+75.01
75.00' RT
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PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
503.639.2710 FAX
S EPT EMBER 0 8 , 2
0 20
GARRETT P. STEVENS
EXP: 06/30/28
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
89696PE
SCALE:
RUNWAY 10L-28R STA 264+50 TO STA 271+00
1" = 30'1
NOTES:
1. PAVEMENT LAYOUT BASED ON 10L-28R CENTERLINE ALIGNMENT. SEE
SHEETS C1.01 THROUGH C1.11 FOR ALIGNMENT GEOMETRY AND PAVING
LIMITS.
2. FOR NEW PAVEMENT GEOMETRY ABUTTING EXISTING PAVEMENT TO REMAIN,
SEE GEOMETRY PLANS C1.01 THROUGH C1.11.
3. SEE SHEETS C7.01 THROUGH C7.35 FOR PAVING ELEVATION PLANS.
4. SEE SHEETS C9.01 THROUGH C9.04 FOR STORM DRAIN AND UNDERDRAIN
PLANS.
5. SEE SHEETS E3.01 THROUGH E3.12 FOR AIRFIELD ELECTRICAL GEOMETRY
PLANS.
6. LOCATIONS SHOWN REPRESENT FAA AND AIRFIELD ELECTRICAL LIGHT BEAM
FOUNDATIONS. SOME FOUNDATIONS WILL BE COMPLETED AFTER THE
COMPLETION OF THE ASPHALT PAVING, WHILE OTHER LOCATIONS WILL BE
COMPLETED PRIOR TO THE COMPLETION OF ASPHALT PAVING. REFER TO
EXHIBIT C (FAA PLANS) AND ELECTRICAL LIGHTING PLANS (E4.01 TO E4.12)
FOR DETAILS.
RUNWAY 10L-28R
10/6/2026
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PRINTED:
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DESIGN NUMBER PROJECT NUMBER
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2:36:15 PM GSTEVENS c:\users\gstevens\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\pavement layout 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
PAVEMENT LAYOUT PLAN
RUNWAY 10L-28R STA 264+50 TO STA 271+00
GENE TUPPER
G. STEVENS
C.AASLAND
B. FOSTER
OCTOBER 2026
40 CD
PDX 2026-501 C4.092024D011 102981
KEY PLAN
SCALE : N.T.S.
N
16" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
9" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
4" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
2" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
FULL DEPTH 4" SHOULDER ACP
SECTION, SEE DETAIL
FAA AND AIRFIELD ELECTRICAL
FOUNDATIONS, SEE NOTE 6
C4.20
C4.20
C4.20
C4.20
C4.20
SCALE: IN FEET
60'30'0' 15' 90'
TAXIWAY A5
KEY NOTES:
EXISTING ELECTRICAL VAULT AND PAD ADJACENT TO RUNWAY
SHOULDER. SEE SHEETS E4.01 THROUGH E4.12 FOR
ELECTRICAL LIGHTING SHEETS.
PROTECT EXISTING SIGNS, FOUNDATIONS, AND FIXTURES TO
REMAIN PRIOR TO PAVEMENT INSTALLATION. SEE THE AIRFIELD
ELECTRICAL PLANS FOR FIXTURES TO REMAIN
2" INLAY TRANSITION TO EXISTING PAVEMENT. SEE DETAIL
C4.22
C4.25
C4.20
AutoCAD SHX Text 777 108th Avenue NE, Suite 1000 Bellevue, WA 98004 Tel (425) 455-3555 Fax (425) 453-9179 www.hntb.com
AutoCAD SHX Text
HNTB CORPORATION
| Sheets and Views |
| PAVE. LAYOUT PLAN 9 (30SC) |
| 2026-10-06T16:19:18-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .