PDX 2026-514 (29) S2.222.pdf

PDF 198 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 an architectural drawing for the Portland International Airport's Terminal Upper Roadway Joint Replacement project, prepared by the design firm with offices in Portland, Oregon. The drawing, dated October 2026, depicts the enplaning framing plan for Sector 22 of the CD Terminal upper roadway. The document provides detailed structural specifications including dimensions, elevation markings, matchlines for adjacent drawing sheets, and graphic scales for reference. Key structural elements shown include existing conditions, top of slab elevations, overframed sidewalk areas, concrete curb and crash wall locations, seismic joists, and face of envelope details for both deplaning and enplaning areas. The drawing indicates multiple sectors within the project area and includes a key plan showing the relationship of Sector 22 to the overall airport terminal layout.

The document establishes critical contractor responsibilities and requirements for the project execution. The contractor must verify all existing conditions, dimensions, and elevations prior to fabrication and erection, with notification to the architect and Port of Portland required for any significant discrepancies. Additional requirements include shoring all existing framing as necessary for demolition and re-framing work, inspection of all exposed framing for cracks and damage with documented findings reported to the architect and Port, and cleaning and repair of existing roadway gutters where applicable. The drawing was digitally signed on June 30, 2026, and references the associated Revit model file for comprehensive project documentation. The scale of the drawing is reduced fifty percent when printed on 11" x 17" sheet size.

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Text version

S

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N'

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14 1514N

14' - 9" 50' - 0"

MATCHLINE - S2.232

MATCHLINE - S2.212

M A

T C

H L

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S

.2

EXTENTS OF P1

GARAGE ABOVE

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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.

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 12:14:04 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt

ENPLANING - FRAMING PLAN - SECTOR 22

1029702025D018

S. THOMAS

J. DE BOER

C. TOTTEN

OCTOBER 2026

S2.222

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 22

N

KEY PLAN

SCALE: N.T.S.

01 02 03 04 05

11 12

61 62

71 72

82 83

21 2222

31 32

P ro gr es s P rin t

DIGITALLY SIGNED

06-30-26

2026-09-24T17:05:30-0700
Craig Totten

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