PDX 2026-501 (62) C4.15.pdf
PDF 335 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 301+00 to station 307+00. The design, prepared by HNTB Corporation and dated October 2026, illustrates the pavement configuration for this runway rehabilitation initiative. The plan references multiple supporting sheets including alignment geometry plans (sheets C1.01-C1.11), paving elevation plans (sheets C7.01-C7.35), storm drain and underdrain plans (sheets C9.01-C9.04), and airfield electrical geometry plans (sheets E3.01-E3.12). The pavement layout incorporates three distinct asphalt pavement sections with nominal depths of 16 inches, 9 inches, and 2 inches, with detailed specifications referenced in sheets C4.20 and C4.22. The document is prepared at a scale of 1 inch equals 30 feet and includes a key plan noting the location of existing electrical vault and pad adjacent to the runway shoulder, with corresponding electrical lighting details provided in sheets E4.01-E4.12.
This technical drawing was digitally signed by Garrett P. Stevens, a registered professional engineer in Oregon (license 89696PE, expiration 06/30/28), and represents part of the comprehensive design documentation for the North Runway Rehabilitation project. The plan demonstrates coordination between civil pavement design and electrical infrastructure requirements for the runway rehabilitation work. No specific pricing, funding sources, or contract award information is contained within this technical design document.
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Text version
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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
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GARRETT P. STEVENS
EXP: 06/30/28
ENGINEER
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OREGON
89696PE
SCALE:
RUNWAY 10L-28R STA 301+00 TO STA 307+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.
RUNWAY 10L-28R
10/5/2026
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DESIGN NUMBER PROJECT NUMBER
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3:35:56 PM CAASLAND c:\users\caasland\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 301+00 TO STA 307+00
GENE TUPPER
G. STEVENS
C.AASLAND
B. FOSTER
OCTOBER 2026
40 CD
PDX 2026-501 C4.152024D011 102981
KEY PLAN
SCALE : N.T.S.
N
16" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
9" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
2" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
C4.20
C4.20
C4.20
SCALE: IN FEET
60'30'0' 15' 90'
C4.22
KEY NOTES:
EXISTING ELECTRICAL VAULT AND PAD
ADJACENT TO RUNWAY SHOULDER. SEE
SHEETS E4.01 THROUGH E4.12 FOR
ELECTRICAL LIGHTING SHEETS.
1 11
MULTICORELINK:PAVEMENT LAYOUT PLANS-PAVE. LAYOUT PLAN 16 (30SC)
MULTICORELINK:PAVEMENT LAYOUT PLANS-PAVE. LAYOUT PLAN 14 (30SC)
MULTICORELINK:PAVEMENT LAYOUT PLANS-TYP. SECTION 2
| Sheets and Views |
| PAVEMENT LAYOUT PLANS-PAVE. LAYOUT PLAN 15 (30SC) |
| 2026-10-06T16:19:20-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .