PDX 2026-514 (27) S2.212.pdf

PDF 211 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 sheet for the Portland International Airport's Terminal Upper Roadway Joint Replacement project in Oregon. The drawing, designated as sheet S2.212, depicts the enplaning framing plan for Sector 12 and shows structural details for joint replacement work in the CD Terminal upper roadway area. The sheet includes dimensional specifications, elevation markings, matchline references to adjacent drawing sheets (S2.202, S2.211, and S2.222), and a graphic scale for reference. The document is dated October 2026 and was prepared by design firm personnel including S. Thomas, J. De Boer, C. Totten, and J. Ostlund, with final signature dated June 30, 2026.

The drawing contains critical contractor requirements and conditions necessary for project execution. Contractors are required to verify all existing conditions, dimensions, and elevations prior to fabrication and erection, with notification to both the architect and Port of any significant discrepancies. Additional contractor responsibilities include shoring all existing framing as required for demolition and re-framing work, inspecting all exposed framing for cracks and damage with findings reported to the architect and Port, and cleaning and repairing existing roadway gutters where applicable. The drawing includes a legend indicating existing conditions, structure locations, slab elevations, overframed sidewalk areas, concrete curb and crash wall locations, seismic joist positions, and envelope face locations. The sheet is part of a larger construction document set referenced in the project number 1029702025D018, with the overall project scope addressing upper roadway rehabilitation at Portland International Airport.

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Text version

VV

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14 1514N

NF NG

NENDNCNB

/2

14' - 9" 50' - 0"

JOINT #33

MATCHLINE - S2.222

MATCHLINE - S2.202

M A

T C

H L

IN

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S6.109

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 12:14:03 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt

ENPLANING - FRAMING PLAN - SECTOR 12

1029702025D018

S. THOMAS

J. DE BOER

C. TOTTEN

OCTOBER 2026

S2.212

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 12

N

KEY PLAN

SCALE: N.T.S.

01 02 03 04 05

11 1212

61 62

71 72

82 83

21 22

31 32

P ro gr es s P rin t

DIGITALLY SIGNED

06-30-26

2026-09-24T17:05:26-0700
Craig Totten

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