PDX 2026-501 (66) C4.19.pdf
PDF 311 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a pavement layout plan document for the Portland International Airport North Runway Rehabilitation project located in Oregon. The plan sheet, designated C4.19, illustrates the pavement layout for Runway 10L-28R, specifically the section from Station 325+00 to Station 331+00, prepared at a scale of 1 inch equals 30 feet. The document, dated October 2026, was prepared by HNTB Corporation with design work by Gene Tupper, drawn by C. Aasland, and checked by B. Foster, under the professional engineering registration of Garrett P. Stevens (Oregon PE #89696, expiration 06/30/28). The pavement layout is based on the 10L-28R centerline alignment as detailed in sheets C1.01 through C1.11, with cross-references provided to additional documentation including geometry plans, paving elevation plans, joint layout information, storm drain and underdrain plans, and airfield electrical geometry plans.
The plan establishes the technical specifications for new pavement geometry, including an emulsified asphalt seal coat application, with specific attention to areas where new pavement abuts existing pavement that will remain in place. Supporting engineering documentation and coordination materials are referenced throughout the plan sheets, indicating this represents one component of a comprehensive design package for the runway rehabilitation project. No contract pricing, bidding information, funding sources, or award dates are contained within this technical drawing document.
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Text version
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326+88.13
109.87' RT
326+87.66
110.88' LT
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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 2 0
GARRETT P. STEVENS
EXP: 06/30/28
ENGINEER
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TERED PROFESSIONAL
OREGON
89696PE
SCALE:
RUNWAY 10L-28R STA 325+00 TO STA 331+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 C5.02 THROUGH C5.13 FOR PAVING ELEVATION
PLANS AND JOINT LAYOUT INFORMATION.
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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3:36:46 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 325+00 TO STA 331+00
GENE TUPPER
G. STEVENS
C.AASLAND
B. FOSTER
OCTOBER 2026
40 CD
PDX 2026-501 C4.192024D011 102981
KEY PLAN
SCALE : N.T.S.
N
EMULSIFIED ASPHALT SEAL COAT
SCALE: IN FEET
60'30'0' 15' 90'
MULTICORELINK:PAVEMENT LAYOUT PLANS-PAVE. LAYOUT PLAN 18 (30SC)
| Sheets and Views |
| PAVEMENT LAYOUT PLANS-PAVE. LAYOUT PLAN 19 (30SC) |
| 2026-10-06T16:19:22-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
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