PDX 2026-514 (35) S2.252.pdf
PDF 197 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is an architectural drawing document for the Portland International Airport, a facility in Oregon, depicting the enplaning framing plan for Sector 52 of the CD Terminal Upper Roadway Joint Replacement project. The drawing, dated October 2026, provides detailed construction specifications and dimensional information for the roadway rehabilitation work, including framing layouts, elevation markers, and existing structural conditions at a scale of 1/8" = 1'-0". The document establishes contractor responsibilities including verification of existing conditions prior to fabrication and erection, notification to the architect and Port of any discrepancies, shoring of existing framing for demolition and re-framing work, inspection of exposed framing for cracks and damage, and cleaning and repair of existing roadway gutters. The sheet includes a key plan identifying the location of Sector 52 within the broader terminal project and legend symbols indicating existing conditions, slab elevations, overframed sidewalks, concrete curbs, crash walls, seismic joists, and envelope deployments.
The drawing was prepared by the design firm located at 501 SE 14th Ave., Suite 103, Portland, Oregon, with design oversight by S. Thomas J. De Boer and engineering review by C. Totten. The document is part of a larger construction document set referenced as PDX 2026-514 with drawing number 1029702025D018. As a progress print digitally signed on June 30, 2026, this drawing provides the technical specifications and visual guidance necessary for contractors to execute the upper roadway joint replacement work at Portland International Airport's CD Terminal.
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Text version
F
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14 1514N
14' - 9" 50' - 0"
MATCHLINE - S2.262
MATCHLINE - S2.242
M A
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H L
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.2
1 EXTENTS OF P1
GARAGE ABOVE
T
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ID
B
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 12:14:08 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 52
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.252
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 52
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
| 2026-09-24T17:05:45-0700 | |
| Craig Totten |
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