PDX 2026-514 (30) S2.231.pdf
PDF 220 KB Posted
- 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 Port of Portland, Oregon. The document is a framing plan (Sheet S2.231) depicting Sector 31 of the enplaning (departure) level roadway, showing structural details for Joint #30 with precise measurements, grid references, and existing conditions. The drawing includes dimension callouts, elevation markings, matchline references to adjacent sheets (S2.221, S2.232, and S2.241), and a graphic scale for reference. The project was designed in October 2026 and submitted as a progress print on June 30, 2026, with the drawing prepared by S. Thomas J. De Boer and reviewed by C. Totten and Jay Ostlund at the firm located at 501 SE 14th Ave., Suite 103, Portland, OR 97214.
The drawing contains critical contractor requirements and notes stipulating that all existing conditions, dimensions, and elevations must be verified prior to fabrication and erection, with discrepancies reported to the architect and Port of Portland. The contractor is required to shore all existing framing as needed for demolition and re-framing work, inspect all exposed framing for cracks and damage, and report findings to the architect and Port. Additionally, the contractor must clean and repair existing roadway gutters where applicable. The legend indicates various symbols for existing conditions, structure, slab elevations, overframed sidewalk areas, concrete curbs, seismic joists, and envelope faces at both enplaning and deplaning levels.
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Text version
M
MM
L'
L
K
KK
1211 13 14N10.1
16' - 2 7/8" 25' - 0" 50' - 0" 35' - 3"
JOINT #30
FACE OF
ENVELOPE AT
ENPLANING
MATCHLINE - S2.241
M A
T C
H L
IN
E
S
.2
MATCHLINE - S2.221
S6.104
FACE OF
ENVELOPE BELOW
(DEPLANING)
TYP.
T
O G
R
ID
N
T O
G R
ID
J
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:
(E)
/4
/2
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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
D R
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501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:14:05 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 31
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.231
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 31
N
KEY PLAN
SCALE: N.T.S.
01 02 03 04 05
11 12
61 62
71 72
82 83
21 22
3131 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:33-0700 | |
| Craig Totten |
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