PDX 2026-501 (50) C4.03.pdf
PDF 370 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a Pavement Layout Plan document for Portland International Airport's North Runway Rehabilitation project located in Oregon, prepared by HNTB Corporation and dated October 2026. The project focuses on runway 10L-28R rehabilitation, specifically detailing pavement layout specifications for the station range 229+00 to 235+00. The plan establishes pavement sections of varying nominal depths (16 inches, 9 inches, 4 inches, and 2 inches), along with full-depth 4-inch shoulder asphalt concrete pavement (ACP) sections and FAA airfield electrical foundations. The drawing is prepared to a scale of 1 inch equals 30 feet and includes comprehensive cross-references to additional technical sheets for alignment geometry (C1.01-C1.11), paving elevation plans (C7.01-C7.35), storm drain and underdrain plans (C9.01-C9.04), and airfield electrical geometry plans (E3.01-E3.12). The document is signed by registered professional engineer Garrett P. Stevens (License 89696PE, expiration 06/30/28) and includes coordination notes regarding existing electrical vaults and transition details to existing pavement infrastructure.
The plan incorporates critical sequencing information indicating that certain FAA and electrical light beam foundations will be completed after asphalt paving is finished, while others must be completed prior to final paving work. A 2-inch inlay transition detail is specified for connections to existing pavement. The project references Taxiway E as an adjacent feature and maintains connections to comprehensive electrical lighting documentation (E4.01-E4.12). The drawing was last revised on October 6, 2026, and prepared by design team members Gene Tupper, G. Stevens, C. Aasland, and B. Foster, with project documentation maintained in HNTB Corporation's CAD management system under project number 88598.
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Text version
V
233+40.06
110.00' LT
233+40.06
75.00' LT
233+90.00
30.00' RT
233+90.00
75.00' RT
234+25.00
110.00' RT
229+55.00
50.00' RT
229+55.00
30.00' RT
0+
5+
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 229+00 TO STA 235+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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DESIGN NUMBER PROJECT NUMBER
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2:32:06 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 229+00 TO STA 235+00
GENE TUPPER
G. STEVENS
C.AASLAND
B. FOSTER
OCTOBER 2026
40 CD
PDX 2026-501 C4.032024D011 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
N LEGEND:
M
AT
C H
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ST
A
9+
.0 0, S
EE
S H
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C 4.
M
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C 4.
SCALE: IN FEET
60'30'0' 15' 90'
TA
XI
W
AY
E
KEY NOTES:
EXISTING ELECTRICAL VAULT AND PAD ADJACENT TO
RUNWAY SHOULDER. SEE SHEETS E4.01 THROUGH E4.12
FOR ELECTRICAL LIGHTING SHEETS.
2" INLAY TRANSITION TO EXISTING PAVEMENT. SEE DETAIL
C4.21 11
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 3 (30SC) |
| 2026-10-06T16:19:16-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .