PDX 2026-514 (34) S2.251.pdf

PDF 220 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 related to the Portland International Airport Terminal Upper Roadway Joint Replacement project in Oregon. The drawing, designated as Sheet S2.251, depicts the enplaning framing plan for Sector 51 and shows the structural layout for joint replacement work at the CD Terminal upper roadway. The document is a progress print dated June 30, 2026, prepared by the design firm at 501 SE 14th Avenue, Suite 103, Portland, Oregon, with the drawing prepared by C. Totten and checked by S. Thomas J. De Boer in October 2026. The plan illustrates existing structural conditions, framing details, raised walkway configurations, and reference points for demolition and re-framing work, including matchlines to adjacent drawing sheets (S2.241, S2.252, and S2.261).

The drawing includes critical contractor notes requiring verification of existing conditions, dimensions, and elevations prior to fabrication and erection, with mandatory notification to the architect and Port of any significant discrepancies. Additional requirements include shoring of existing framing for demolition and re-framing work, inspection of exposed framing for cracks and damage with documented findings, and cleaning and repair of existing roadway gutters. The drawing scale is 1/8" = 1'-0" with a graphic scale provided for reference, and the document indicates that drawing scale is reduced fifty percent when sheet size is 11" x 17". The file references the associated Revit model file (PDX-102970-STR-Roadway.rvt) and identifies the project as PDX 2026-514.

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Other files

File Type Posted
PDX 2026-514 (2) GI1.02.pdf PDF
PDX 2026-514 (10) C1.00.pdf PDF
PDX 2026-514 (13) C3.00.pdf PDF
PDX 2026-514 (1) GI1.01.pdf PDF
PDX 2026-514 (9) GI1.09.pdf PDF
PDX 2026-514 (37) S2.262.pdf PDF
PDX 2026-514 (21) S2.201.pdf PDF
PDX 2026-514 (11) C2.00.pdf PDF
Getting the most out of your Port of Portland Vendor Profile.docx DOCX document
PDX 2026-514 (5) GI1.05.pdf PDF
PDX 2026-514 (16) S0.003.pdf PDF
PDX 2026-514 (15) S0.002.pdf PDF
PDX 2026-514 (36) S2.261.pdf PDF
PDX 2026-514 (49) S6.107.pdf PDF
PDX 2026-514 (39) S2.272.pdf PDF
PDX 2026-514 (7) GI1.07.pdf PDF
PDX 2026-514 (30) S2.231.pdf PDF
PDX 2026-514 (50) S6.108.pdf PDF
PDX 2026-514 (53) S6.121.pdf PDF
PDX 2026-514 (44) S6.102.pdf PDF
PDX 2026-514 (24) S2.204.pdf PDF
PDX 2026-514 (40) S2.282.pdf PDF
PDX 2026-514 (26) S2.211.pdf PDF
PDX 2026-514 (14) S0.001.pdf PDF
Substitution Request Form.pdf PDF
PDX 2026-514 (22) S2.202.pdf PDF
PDX 2026-514 (41) S2.283.pdf PDF
PDX 2026-514 (54) S6.122.pdf PDF
PDX 2026-514 (42) S6.100.pdf PDF
PDX 2026-514 (4) GI1.04.pdf PDF
PDX 2026-514 (18) S0.005.pdf PDF
PDX 2026-514 (29) S2.222.pdf PDF
PDX 2026-514 (20) S2.200.pdf PDF
PDX 2026-514 (31) S2.232.pdf PDF
PDX 2026-514 (19) S0.050.pdf PDF
PDX 2026-514 (47) S6.105.pdf PDF
PDX 2026-514 (17) S0.004.pdf PDF
PDX 2026-514 (6) GI1.06.pdf PDF
PDX 2026-514 (33) S2.242.pdf PDF
PDX 2026-514 (12) C2.01.pdf PDF
PDX 2026-514 (27) S2.212.pdf PDF
PDX 2026-514 (35) S2.252.pdf PDF
PDX 2026-514 (32) S2.241.pdf PDF
PDX 2026-514 (38) S2.271.pdf PDF
PDX 2026-514 (43) S6.101.pdf PDF
PDX 2026-514 (46) S6.104.pdf PDF
PDX 2026-514 (51) S6.109.pdf PDF
PDX 2026-514 (45) S6.103.pdf PDF
PDX 2026-514 (8) GI1.08.pdf PDF
PDX 2026-514 (28) S2.221.pdf PDF
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Text version

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1211 13 14N10.1

16' - 2 7/8" 25' - 0" 50' - 0" 35' - 3"

JOINT #30

FACE OF

ENVELOPE AT

ENPLANING

MATCHLINE - S2.261

M A

T C

H L

IN

E

S

.2

MATCHLINE - S2.241

S6.104

FACE OF ENVELOPE

BELOW (DEPLANING)

TYP.

RAISED WALKWAY

S6.104

AT RAISED

WALKWAY

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 51

1029702025D018

S. THOMAS

J. DE BOER

C. TOTTEN

OCTOBER 2026

S2.251

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 51

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

2026-09-24T17:05:43-0700
Craig Totten

File details come from the government source that posted it. Updated .