PDX 2026-514 (26) S2.211.pdf
PDF 243 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is a structural design drawing for the Portland International Airport's Terminal Upper Roadway Joint Replacement project (PDX 2026-514), prepared by design professionals in Portland, Oregon. The drawing, designated as Sheet S2.211, illustrates the enplaning-side framing plan for Sector 11 and depicts existing structural conditions, joint locations, demolition requirements, and re-framing specifications for the upper roadway rehabilitation. The project involves joint replacement work with matchlines referencing adjacent drawing sheets (S2.201, S2.212, and S2.221) to provide comprehensive coverage of the work area. Key structural elements shown include multiple existing joints (numbered #18, #30, #31, #32, and #33), expansion joint locations, concrete curb/crash wall locations, seismic joists, and areas of overframed sidewalk requiring attention. The drawing is dated October 2026 and was digitally signed on June 30, 2026.
The contractor is required to verify all existing conditions, dimensions, and elevations prior to fabrication and erection, with mandatory notification to the architect and Port of any significant discrepancies from the drawings. Additional contractor responsibilities include shoring all existing framing for demolition and re-framing work, inspecting all exposed framing for cracks and damage with documented findings, and cleaning and repairing existing roadway gutters where applicable. The drawing includes a graphic scale for reference and notation regarding viewing and printing optimization for the document. Design and construction oversight involves multiple professionals, including S. Thomas as design lead, J. De Boer as checker, C. Totten as drawer, and Jay Ostlund as submitter, with the architectural firm located at 111 SW Fifth Avenue, Suite 2600, Portland, Oregon.
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Text version
VV
TV
W
U
T
UU
1211 13 14N
NC
NB
10.1
16' - 2 7/8" 25' - 0" 50' - 0" 35' - 3"
FACE OF
ENVELOPE AT
ENPLANING
JOINT #18
JOINT #33
JOINT #31
JOINT #30
/2
MATCHLINE - S2.221
M A
T C
H L
IN
E
S
.2
MATCHLINE - S2.201
JOINT #32
NO EXPANSION
JOINT SCOPE AT
SIDEWALK
S6.103
S6.106
S6.104
FACE OF
ENVELOPE
BELOW
(DEPLANING)
S6.100
S6.109
S6.109
U'
S6.120
NEW JOINT TO
TIE INTO (E)
JOINT AT CURB
SEE
S6.121
S6.122
T
O G
R
ID
S
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)
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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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I S x
501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:14:02 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 11
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.211
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 11
N
KEY PLAN
SCALE: N.T.S.
01 02 03 04 05
1111 12
61 62
71 72
82 83
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:23-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .