PDX 2026-514 (11) C2.00.pdf
PDF 934 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
PDX 2026-514 (11) C2.00 - Summary
This is a project specification document for the Portland International Airport (PDX), a facility operated by the Port of Portland in Oregon. The document outlines requirements for the Terminal Upper Roadway Joint Replacement project, which involves the repair and replacement of expansion joints in the upper roadway serving the terminal building. The scope includes saw cutting existing joints, removal of deteriorated joint material and concrete, cleaning and preparation of joint openings, installation of new joint assemblies, and restoration of surrounding concrete surfaces. The project is designed to address structural deterioration caused by water infiltration and environmental exposure, which has compromised the integrity of the roadway. Specific technical specifications detail the materials required, installation procedures, quality standards, and acceptance criteria for the joint replacement work.
The project specifications emphasize compliance with industry standards and manufacturer guidelines for joint assembly installation. Work must be performed to minimize disruption to airport operations, with coordination required for staging and traffic management in this active commercial facility. The specifications require that contractors use approved materials meeting specified performance criteria for durability and flexibility under airport conditions. Documentation and inspection protocols are detailed to ensure quality control throughout the replacement process. The project represents capital maintenance work necessary to preserve the functionality and safety of critical airport infrastructure serving passenger and operational vehicle traffic.
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
11 LF LP-10"
LP-10"
LP-10"
TEE-8"
HP-6"
HP-6"
HP-6"
LP-10"
HP-6"
LP-10"
HP-6"
45 LF28 LF28 LF
11 LF
45 LF
13 LF
43 LF
12 LF
42 LF
HP-6"
LP-10" LP-10" LP-10"
HP-6"
FACE OF TERMINAL
BUILDING ON LOWER
ROADWAY (TYP)
FACE OF TERMINAL
BUILDING ON UPPER
ROADWAY (TYP)
EXISTING REVOLVING
DOOR (TYP)
HP-6" HP-6" HP-6"
LP-6"
L
F
C C C C C C C
C
13 LF
9 LF
27 LF
19 LF
15 LF
47 LF
56 LF
TERMINAL
CANOPY
UIR
UOR
UOR
CURBLINE
UIR
CURBLINE
UIR
CURBLINE
102'
54'
21'
JOINT #30
JOINT #18
JOINT #29
KEEP
CLEAR
KEEP
CLEAR
B2C3C5C7C9
C8 C6
D6D8
D7 D5 D3 E2 E3 E4 E5
3A
1A
B3
3 4 5 6
STOP
STOP
KEEP CLEAR
KEEP CLEAR
KEEP CLEAR
KEEP CLEAR
PORT PORT PORT PORT PORT HSS
E6 E7 E8 E9 E10 E11 E12 E13B E13A
4A21
STOP
STOP
STOP
STOP
STOP
11 - 12
B4
B5
B6
B7
B8
B9
B10
B11
M
PH
M
PH
M
PH
M
PH
2 3
4A
4 5 6
3A1A
GSE PARKING GSE PARKING
GSE PARKING
GSE PARKING
9/18/2026
C
AN
Y O
U S
EE
T
H E
AI
R
PL
AN
ES
T H
E
AD
JA
C
EN
T
SA
M
PL
ES
S H
O W
T H
R
EE
D
IF
FE
R
EN
T
LE
VE
LS
O
F
SH
AD
IN
G
SE
TT
IN
G
S
FO
R V
IE
W
IN
G
A N
D P
R
IN
TI
N
G D
R
AW
IN
G
C O
N
TE
N T
AR
E
O
PT
IM
IZ
ED
W
H
EN
AL
L
TH
R
EE
P
LA
N
ES
A
R E
VI
SI
BL
E.
T H
IS
G
U
ID
AN
C
E
IS
P R
O
VI
D
ED
F O
R R
EF
ER
EN
C
E O
N
LY
PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
G R
AP
H
IC
S
C
AL
E
- F
O R
R
EF
ER
EN
C E
O N
LY
gr ay
12:36:06 PM DLISERRE n:\c\p\2025\10022500555-pdx-en-de-rd-rehab\cad\plot\gutter plan.dwg
DISC. SHT. NO.
DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17"
DESIGN BY
DRAWN BY
CHECKED BY
DATE
SHEET NO.
SUBMITTED BY
DRAWING NO.
TYPE:
1/
4" 1/
2" 1"
1/
4" 1/
2" 1"
DATE BY REVISION APPDATE BY REVISION APP ##
IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING
PORTLAND INTERNATIONAL AIRPORT
TERMINAL UPPER ROADWAY JOINT REPLACEMENT
JAY OSTLUND
D. LISERRE
R. CADUA
J. ZINK
OCTOBER 2026
CD
PDX 2026-5142025D018 102970
111 SW Fifth Ave., Suite 2400 Portland, OR 97204
O:503.227.3251 F: 503.224.4681 www.kpff.com
THE AREA BELOW IS TO BE LEFT BLANK - FOR
USE BY CITY FOR PERMIT REVIEW STAMP ONLY-
91718PE
EXPIRATION DATE:
OREGON
6/30/2028
501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
2.
N
SCALE: IN FEET
0' 10' 20' 40' 60'
SCALE:
GUTTER PLAN - NORTH
1" = 20'1
C2.00
GUTTER PLAN - NORTH
N
GENERAL NOTES:
LEGEND:
EX. FLEXIBLE GUTTER SYSTEM
EX. COLUMN
END OF GUTTER
GUTTER HIGH POINT - DEPTH
GUTTER LOW POINT - DEPTH
GUTTER TEE - DEPTH
EX. DRAIN PIPE
GUTTER MAINTENANCE AREA
TYPE-XX LF
HP-X"
LP-X"
TEE-X"
C
1. ALL GUTTERS AND GUTTER DOWNSPOUTS IN GUTTER
MAINTENANCE AREA SHALL BE CLEANED AND FLUSHED.
GUTTERS SHALL BE WATER TESTED TO CHECK FOR LEAKS.
ANY LEAKS SHALL BE SEALED. SEE SPECIFICATION
SECTION 075323.
2. COORDINATE WITH THE PORT TO GAIN ACCESS TO THE
EXISTING GUTTER.
3. IF GUTTERS DO NOT DRAIN ADEQUATELY IN THE DESIRED
DIRECTION ADJUST GUTTER INVERT ELEVATIONS AS
NEEDED TO PROVIDE 0.5% MINIMUM SLOPE. OBTAIN
APPROVAL FROM THE PORT FOR NECESSARY FIELD
CHANGES PRIOR TO INSTALLATION.
4. DIMENSIONS MAY VARY. CONTRACTOR TO FIELD VERIFY
LENGTHS AND ELEVATIONS
AutoCAD SHX Text
RENTAL
AutoCAD SHX Text P
AutoCAD SHX Text P
| 2026-09-24T16:10:05-0700 | |
| Jessica Zink |
File details come from the government source that posted it. Updated .