PDX 2026-514 (24) S2.204.pdf

PDF 240 KB Posted

Attached to
Portland International Airport Terminal Upper Roadway Joint Replacement
Solicitation number
146793
Issued by
Multnomah County, Oregon

About this file

PDX 2026-514 (24) S2.204 Summary

This is a Scope of Work document for the Portland International Airport (PDX) Terminal Upper Roadway Joint Replacement project managed by the Port of Portland, Oregon. The project involves the replacement of expansion joints and associated concrete repair work on the upper roadway of the terminal building. The scope includes removal and replacement of existing joints, concrete surface preparation, patching of deteriorated concrete, installation of new joint systems, and related finishing work. The project is designed to address structural deterioration and improve the durability and safety of the upper roadway surface serving passenger vehicles and airport operations traffic.

The work requires compliance with Portland International Airport standards, Oregon Department of Transportation specifications, and applicable building codes. The contractor must coordinate with airport operations to minimize disruption to traffic and maintain safe access during construction. Work is expected to occur in phases to maintain roadway functionality during the project period. Specific pricing, project timeline, contract term, and award information are not detailed in the scope of work document itself, as this document serves as the technical requirements baseline for bidders to develop their proposals and cost estimates.

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Text version

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18N 19N

/8

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30' - 0" 18' - 6 1/2" 11' - 5 1/2" 30' - 0" 13' - 6 1/2" 16' - 5 1/2" 15' - 0"

(E) CCE

STRUCTURE

JOINT #36

M A

T C

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IN

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JOINT #37

JOINT SHOWN FOR

REFERENCE ONLY.

NO SCOPE AT THIS

JOINT

JOINT SHOWN FOR

REFERENCE ONLY.

NO SCOPE AT THIS

JOINT

INDICATES EXISTING.

INDICATES EXISTING STRUCTURE.

INDICATES TOP OF SLAB ELEVATION.

INDICATES AREA OF OVERFRAMED SIDEWALK.

INDICATES LOCATION OF CONC. CURB / CRASH WALL.

INDICATES SEISMIC JOIST.

INDICATES FACE OF ENVELOPE BELOW (DEPLANING).

FACE OF ENVELOPE AT ENPLANING.

EL. XXX'-XX"

NOTE(S):

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND

ELEVATIONS PRIOR TO FABRICATION AND ERECTION. NOTIFY ARCHITECT AND

PORT OF ANY SIGNIFICANT DISCREPANCIES FROM THOSE SHOWN ON THE

DRAWINGS.

2. CONTRACTOR TO SHORE ALL EXISTING FRAMING AS REQUIRED FOR DEMOLITION

AND RE-FRAMING WORK.

3. ALL EXPOSED FRAMING SHALL BE INSPECTED FOR CRACKS AND DAMAGE BY THE

CONTRACTOR AND FINDINGS REPORTED TO THE ARCHITECT AND PORT.

4. CLEAN AND REPAIR EXISTING ROADWAY GUTTERS (WHERE OCCURS) SEE

DETAILS AND SPECIFICATIONS.

LEGEND:

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DESIGN NUMBER PROJECT NUMBER

DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17".

NO. DATENO. DATE BY REVISIONS APP REVISIONS APPBY

DISC. SHT. NO.

DESIGN BY

DRAWN BY

CHECKED BY

DATE

SHEET NO.

SUBMITTED BY

DRAWING NO.

TYPE:

IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING

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501 SE 14TH AVE., SUITE 103

PORTLAND, OR 97214

P 503.973.5151 - F 503.973.5060

9/24/2026 12:14:00 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt

ENPLANING - FRAMING PLAN - SECTOR 04

1029702025D018

S. THOMAS

J. DE BOER

C. TOTTEN

OCTOBER 2026

S2.204

JAY OSTLUND

PDX 2026-514

CD

TERMINAL UPPER ROADWAY JOINT REPLACEMENT

PORTLAND INTERNATIONAL AIRPORT

24'16'8'4'0'

SCALE: IN FEET

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980

N

SCALE: 1/8" = 1'-0"1

ENPLANING - FRAMING PLAN - SECTOR 04

N

KEY PLAN

SCALE: N.T.S.

01 0201 03 04 05

11 12

61 62

71 72

82 83

21 22

31 32

P ro gr es s P rin t

DIGITALLY SIGNED

06-30-26

2026-09-24T17:05:18-0700
Craig Totten

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