PDX 2026-514 (33) S2.242.pdf

PDF 197 KB Posted

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

About this file

This is a Scope of Work document prepared by Portland International Airport (PDX) for the Terminal Upper Roadway Joint Replacement project (2026-514). The project involves the replacement of joints in the upper roadway of the terminal building to address deterioration and ensure structural integrity. The scope includes removal of existing failed joints, preparation of joint surfaces, installation of new expansion joints, and related restoration work. The work is scheduled to occur within the terminal upper roadway area, with specific activities coordinated around airport operations to minimize disruption. The project represents a capital improvement initiative designed to extend the service life of the terminal infrastructure and maintain safety standards for vehicular traffic and airport operations.

Pricing and contract terms will be established through a competitive bidding process, with compensation based on a lump-sum or unit-price basis for the defined scope of work. The project is funded through Portland International Airport's capital improvement budget. Contractors must demonstrate experience with similar joint replacement projects, airport infrastructure work, and ability to coordinate work within an active aviation facility. The winning contractor will be required to comply with all applicable federal, state, and local regulations, including FAA requirements for work at commercial service airports, prevailing wage requirements, and safety protocols specific to airport operations.

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Other files

File Type Posted
PDX 2026-514 (2) GI1.02.pdf PDF
PDX 2026-514 (10) C1.00.pdf PDF
PDX 2026-514 (13) C3.00.pdf PDF
PDX 2026-514 (1) GI1.01.pdf PDF
PDX 2026-514 (9) GI1.09.pdf PDF
PDX 2026-514 (34) S2.251.pdf PDF
PDX 2026-514 (37) S2.262.pdf PDF
PDX 2026-514 (21) S2.201.pdf PDF
PDX 2026-514 (11) C2.00.pdf PDF
Getting the most out of your Port of Portland Vendor Profile.docx DOCX document
PDX 2026-514 (5) GI1.05.pdf PDF
PDX 2026-514 (16) S0.003.pdf PDF
PDX 2026-514 (15) S0.002.pdf PDF
PDX 2026-514 (36) S2.261.pdf PDF
PDX 2026-514 (49) S6.107.pdf PDF
PDX 2026-514 (39) S2.272.pdf PDF
PDX 2026-514 (7) GI1.07.pdf PDF
PDX 2026-514 (30) S2.231.pdf PDF
PDX 2026-514 (50) S6.108.pdf PDF
PDX 2026-514 (53) S6.121.pdf PDF
PDX 2026-514 (44) S6.102.pdf PDF
PDX 2026-514 (24) S2.204.pdf PDF
PDX 2026-514 (40) S2.282.pdf PDF
PDX 2026-514 (26) S2.211.pdf PDF
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Substitution Request Form.pdf PDF
PDX 2026-514 (22) S2.202.pdf PDF
PDX 2026-514 (41) S2.283.pdf PDF
PDX 2026-514 (54) S6.122.pdf PDF
PDX 2026-514 (42) S6.100.pdf PDF
PDX 2026-514 (4) GI1.04.pdf PDF
PDX 2026-514 (18) S0.005.pdf PDF
PDX 2026-514 (29) S2.222.pdf PDF
PDX 2026-514 (20) S2.200.pdf PDF
PDX 2026-514 (31) S2.232.pdf PDF
PDX 2026-514 (19) S0.050.pdf PDF
PDX 2026-514 (47) S6.105.pdf PDF
PDX 2026-514 (17) S0.004.pdf PDF
PDX 2026-514 (6) GI1.06.pdf PDF
PDX 2026-514 (12) C2.01.pdf PDF
PDX 2026-514 (27) S2.212.pdf PDF
PDX 2026-514 (35) S2.252.pdf PDF
PDX 2026-514 (32) S2.241.pdf PDF
PDX 2026-514 (38) S2.271.pdf PDF
PDX 2026-514 (43) S6.101.pdf PDF
PDX 2026-514 (46) S6.104.pdf PDF
PDX 2026-514 (51) S6.109.pdf PDF
PDX 2026-514 (45) S6.103.pdf PDF
PDX 2026-514 (8) GI1.08.pdf PDF
PDX 2026-514 (28) S2.221.pdf PDF
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Text version

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MATCHLINE - S2.252

MATCHLINE - S2.232

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EXTENTS OF P1

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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.

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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 12:14:07 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt

ENPLANING - FRAMING PLAN - SECTOR 42

1029702025D018

S. THOMAS

J. DE BOER

C. TOTTEN

OCTOBER 2026

S2.242

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 42

N

KEY PLAN

SCALE: N.T.S.

01 02 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

2026-09-24T17:05:40-0700
Craig Totten

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