PDX 2026-514 (40) S2.282.pdf
PDF 183 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is an architectural drawing for the Portland International Airport Terminal Upper Roadway Joint Replacement project in Oregon, specifically depicting the enplaning framing plan for Sector 82. The drawing, dated October 2026 and prepared by design firm S. Thomas J. De Boer, provides detailed structural framing specifications for the CD Terminal upper roadway. The plan includes precise dimensional measurements, elevation notations, and graphic scales for reference. Key contractor requirements outlined in the drawing notes include verification of all existing conditions, dimensions, and elevations prior to fabrication and erection; notification of the architect and port regarding any significant discrepancies; shoring of existing framing as required for demolition and re-framing work; and inspection of all exposed framing for cracks and damage with findings reported to the architect and port. The drawing also specifies cleaning and repair of existing roadway gutters where applicable.
The technical documentation indicates this is part of a comprehensive upper roadway rehabilitation effort at Portland International Airport, with the framing plan addressing structural modifications and replacements necessary for the joint replacement project. The drawing utilizes a scale of 1/8" = 1'-0" and includes multiple sectors and grid references to coordinate with adjacent construction areas, as indicated by matchline references to adjacent drawing sheets S2.283 and S2.272. This structural plan serves as essential guidance for contractors undertaking the demolition, fabrication, and erection phases of the terminal roadway rehabilitation project.
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Text version
BA'
BA
BB
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AJ
AH
14 1514N
CD'
CE'
14' - 9" 50' - 0"
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MATCHLINE - S2.272
79' - 0" TO GRID 15R
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 12:14:13 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 82
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.282
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 82
N
KEY PLAN
SCALE: N.T.S.
01 02 03 04 05
11 12
61 62
71 72
8282 83
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:57-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .