PDX 2026-514 (38) S2.271.pdf
PDF 223 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is an architectural drawing document for the Portland International Airport's CD Terminal Upper Roadway Joint Replacement project, prepared by the Port of Portland. The drawing, designated as Sheet S2.271, presents an enplaning framing plan for Sector 71 and illustrates the structural details and specifications for the upper roadway joint replacement work. The plan includes elevation markers, dimension callouts, matchlines referencing adjacent sheets (S2.272 and S2.261), and a graphic scale for reference. The drawing was prepared in October 2026 and signed off by design and construction team members including S. Thomas, J. De Boer, C. Totten, and Jay Ostlund. Key notes direct the contractor to verify all existing conditions and dimensions prior to fabrication and erection, to shore all existing framing as required for demolition and re-framing work, to inspect all exposed framing for cracks and damage, and to clean and repair existing roadway gutters where applicable.
The drawing employs standard architectural conventions with legend indicators distinguishing existing conditions, existing structures, slab elevations, overframed sidewalk areas, concrete curb and crash wall locations, seismic joists, and envelope face references. The sheet is part of a larger construction document set for the Portland International Airport terminal upper roadway project located in Portland, Oregon. The document was produced using Autodesk software and submitted as a progress print in digital format with electronic signature verification. No specific pricing, contract award dates, bid response timelines, or financial terms are referenced within this technical drawing document.
View the file
Other files
Show 40 more
Latest 50 of 57 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AE
AF
AG
BA'
1211 13 14N
CB'
CA'
10.1
16' - 2 7/8" 25' - 0" 50' - 0" 35' - 3"
FACE OF
ENVELOPE AT
ENPLANING
JOINT #25
M A
T C
H L
IN
E
S
.2
MATCHLINE - S2.261
FACE OF
ENVELOPE
BELOW
(DEPLANING)
S6.108
S6.107
/4
T
O G
R
ID
A D
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
G R
A P
H
IC
S C
A L E
-F O
R R
E F
E R
E N
C E
O N
L Y d a rk g ra y b la c k lig h t g ra y
C A
N Y
O U
S E
E T
H E
A
IR
P L A
N E
S
T
H E
A D
J A
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
D
IF
F E
R E
N T
L E
V E
L S
O
F S
H A
D
IN
G S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G D
R A
W
IN
G C
O N
T E
N T
A R
E O
P T
IM
IZ
E D
W
H E
N A
L L T
H R
E E
P L A
N E
S A
R E
V
IS
IB
L E
T
H
IS
G U
ID
A
N C
E I S
P R
O V
ID
E
D F
O R
R E
F E
R E
N C
E O
N L Y
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
A W
IN
G
S C
A L E
I S
R E
D U
C E
D
W H
E N
S H
E E
T S
IZ
E
I S x
501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:14:11 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 71
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.271
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 71
N
KEY PLAN
SCALE: N.T.S.
01 02 03 04 05
11 12
61 62
7171 72
82 83
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:52-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .