PDX 2026-501 (108) C7.02.pdf

PDF 422 KB Posted

Attached to
Portland International Airport North Runway Rehabilitation
Solicitation number
147231
Issued by
Multnomah County, Oregon

About this file

This is a paving elevation plan document for the Portland International Airport North Runway Rehabilitation project in Oregon, prepared by HNTB Corporation and dated October 2026. The plan provides detailed elevation specifications for Taxiway K1, which is offset 136 feet to the right of the 10L-28R runway. The document identifies 96 spot elevation points (numbered 2000-2095) with corresponding grades in feet, using NAVD 88 as the elevation datum. Multiple points are designated as "MATCH EXISTING" to maintain consistency with adjacent pavement sections. The plan indicates typical pavement depths of 25 feet and includes references to related sheets covering erosion control and grading plans (C5.01-C5.18), utility adjustment plans (C8.01-C8.05), pavement marking plans (C10.01-C10.14), and electrical removal sheets (E2.01-E2.12). The drawing has been digitally signed by Garrett P. Stevens and includes notes regarding light fixture removal and protection requirements prior to asphalt milling operations.

The elevation plan serves as a technical specification document for construction contractors and does not contain pricing information, set-asides, incumbent contractor details, funding sources, or contract award terms. The document functions as one component of a comprehensive design package for the North Runway Rehabilitation project and is intended for reference during the construction phase to ensure proper grading and drainage requirements are met during taxiway pavement rehabilitation.

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Text version

V

J

J

IF

27.56'

27.43'

IF

28.24'

28.11'

IF

28.13'

28.01'

IF

28.09'

27.96'

IF

27.87'

27.74'

IF

27.74

MATCH

EXISTING

27.57

MATCH

EXISTING

27.55

MATCH

EXISTING

28.41'

28.39'

28.29'

28.20'

28.10'

28.00'

28.46'

28.35'

28.23'

28.21

MATCH

EXISTING

28.57'

28.46'

28.34'

28.23'

28.11'

28.00'

27.98

MATCH

EXISTING

28.38'

28.25'

28.13'

28.00'

27.88'

27.75'

27.79

MATCH

EXISTING

28.20'

28.06'

27.92'

27.77'

27.64'

27.52'

28.04'

27.88'

27.72'

27.55'

27.40'

27.55

MATCH

EXISTING

27.91'

27.75'

27.72'

27.60'

27.48'

27.24'

27.30

MATCH

EXISTING

27.36'

27.20'

27.14'

26.96'

27.22

MATCH

EXISTING

27.87'

27.70'

27.63'

27.50'

26.98'

26.85'

IF

26.80'

26.68'

IF 2087

26.54'

IF

26.67'

26.95

MATCH

EXISTING

27.45'

27.32'

IF

27.29'

27.17'

IF

27.19' 27.07'

IF

27.27'

25.0'

(TYP.)

25.0'

(TYP.)

IF

27.67'

27.36'

27.96

MATCH

EXISTING

26.78'

26.60'

26.54

MATCH

EXISTING

26.43'

26.30'

IF

26.27'

IF

26.39

MATCH

EXISTING

28.56'

28.54'

28.52'

28.51'

28.61'

28.67'

N

SCALE:

TAXIWAY K1

1" = 20'1

TA

XI

W

AY

K

SCALE: IN FEET

40200 10 60

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

503.639.2710 FAX

10/6/2026

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PRINTED:

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DESIGN NUMBER PROJECT NUMBER

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1:51:59 PM GSTEVENS c:\users\gstevens\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\paving elevation plans.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

NORTH RUNWAY REHABILITATION

PAVING ELEVATION PLAN

TAXIWAY K1

GENE TUPPER

G. STEVENS

C. AASLAND

B. FOSTER

OCTOBER 2026

108 CD

PDX 2026-501 C7.022024D011 102981

MATCHLINE TAXIWAY K1 (10L-28R OFFSET 136' RT), SEE SHEET C7.01

KEY PLAN

SCALE : N.T.S.

LEGEND:

SPOT NUMBER REFERENCE

AND SPOT ELEVATION

ASPHALT CONCRETE

PAVEMENT

ELEV.

co CLEANOUT

CATCH BASIN

MANHOLE

ELECTRICAL VAULTS

RUNWAY/TAXIWAY LIGHTS

AIRFIELD GUIDANCE SIGN

co

GRADE BREAK

IF INFIELD

NOTES:

1. ELEVATION DATUM IS NAVD 88.

2. POINT NUMBERS RANGE FROM 2000 - 2095.

3. FOR EROSION CONTROL AND GRADING PLANS

SEE SHEETS C5.01 THROUGH C5.18.

4. FOR UTILITY ADJUSTMENT PLANS SEE SHEETS

C8.01 THROUGH C8.05.

5. FOR PAVEMENT MARKING PLANS SEE SHEETS

C10.01 THROUGH C10.14.

6. SEE ELECTRICAL REMOVAL SHEETS E2.01 TO

E2.12 FOR LIGHT FIXTURE REMOVAL AND

PROTECTION PRIOR TO THE REMOVAL OR

MILLING OF ANY EXISTING ASPHALT WITHIN THE

WORK AREA.

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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

MULTICORELINK:PAVING ELEVATION PLANS-TWY K

2026-10-06T16:18:51-0700
DIGITALLY SIGNED
Garrett P Stevens

File details come from the government source that posted it. Updated .