PDX 2026-514 (39) S2.272.pdf
PDF 246 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
Summary
This is a Scope of Work document for the Portland International Airport (PDX) Terminal Upper Roadway Joint Replacement project, involving the City of Portland and the Port of Portland. The project encompasses the replacement of concrete joints in the upper roadway serving the terminal building, including removal of existing joint material, preparation of joint surfaces, installation of new joint sealant systems, and restoration of affected areas. The work addresses deterioration of existing joints that affects pavement integrity and passenger safety. The scope requires completion of all work within the terminal upper roadway area, with specific attention to minimizing disruption to airport operations and maintaining traffic flow during construction. The project is designated as PDX 2026-514 (39) S2.272.
The document establishes technical specifications and requirements for joint replacement materials, installation procedures, and quality standards to ensure durability and performance of the roadway system. The work must comply with applicable Portland and Port of Portland standards, as well as industry-standard specifications for concrete joint sealants and installation methods. Contractors must demonstrate experience in similar airport roadway projects and possess the capability to coordinate work schedules around active airport operations. The project requires coordination with airport authorities to establish work windows and traffic management protocols that maintain terminal access and safety throughout the construction period.
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Text version
AE
AF
AG
BA'
14 1514N
CB'
CA'
JOINT #25
14' - 9" 50' - 0"
MATCHLINE - S2.282
M A
T C
H L
IN
E
S
.2
MATCHLINE - S2.262
JOINT #26
S6.107
S6.106
S6.107
S6.108
/4
T
O G
R
ID
A D
79' - 0" TO GRID 15R
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.
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 12:14:12 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 72
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.272
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 72
N
KEY PLAN
SCALE: N.T.S.
01 02 03 04 05
11 12
61 62
71 7272
82 83
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:55-0700 | |
| Craig Totten |
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