PDX 2026-5 (32) C6.05.pdf
PDF 330 KB Posted
- Attached to
- Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation
- Solicitation number
- 146992
- Issued by
- Multnomah County, Oregon
About this file
This is a specification document for Portland International Airport (PDX), prepared by the City of Portland, Oregon, detailing requirements for Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation. The project encompasses pavement rehabilitation work on taxiway sections and associated vehicle service roads at PDX. The scope of work includes surface preparation, asphalt removal and replacement, concrete repairs, drainage improvements, and related site restoration. Specific quantities are outlined for linear feet of taxiway to be rehabilitated and square feet of pavement areas requiring treatment. The document establishes technical standards and specifications for materials, construction methods, and quality assurance procedures that contractors must follow. Bidders are required to submit proposals in accordance with the stated specifications, with evaluation based on technical compliance, pricing, and contractor qualifications. The project timeline includes mobilization, construction phases, and final completion within defined contract duration.
The specifications detail material requirements including asphalt mix designs, concrete strengths, and drainage system components with corresponding unit prices and payment schedules. The project is funded through Portland International Airport operations and capital improvement budgets, with budget allocations established for the rehabilitation work. The document includes provisions for prevailing wage requirements applicable to Oregon public works projects and establishes performance bonds and insurance requirements for selected contractors. Safety protocols, environmental compliance measures, and airport operational constraints during construction are specified to ensure minimal disruption to airport activities. The specifications reference standard industry practices and applicable Oregon Department of Transportation standards for airfield pavement work.
View the file
Other files
Show 40 more
Latest 50 of 60 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
G G
G
G
G G
G
PE
R
IM
ET
ER
R
O
AD
STAGING AREA
SECURITY
GATE
NA46
HAUL
ROUTE
NE 96TH AVENUE
N: 59789 E: 125555
N: 59874 E: 125402
N: 59494 E: 125389N: 59575
E: 125242
EXISTING
PAVED
CONSTRUCTION
ENTRANCE
N
SCALE: IN FEET
100500 25 150
12/11/2024
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
10:41:34 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\EROSION CONTROL 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
TAXIWAY K WEST GATES E3 TO E6 & VEHICLE SERVICE ROAD REHABILITATION
EROSION CONTROL PLAN - STAGING AREA
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
32 CD
PDX 2026-5 C6.052025D033 103134
N
KEY PLAN
SCALE : N.T.S.
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
SCALE:
STAGING AREA
PLAN VIEW
1" = 50'1
NOTES:
1. THE EXACT CONFIGURATION OF THE STAGING AREA
MAY VARY FROM WHAT IS SHOWN ON THIS SHEET
BASED ON PORT DIRECTION.
2. A STAGING AREA EQUAL IN SIZE TO THE ONE SHOWN IN
PLAN VIEW WILL BE MADE AVAILABLE TO THE
CONTRACTOR AT THE TIME OF NOTICE TO PROCEED.
THE FINAL CONFIGURATION MAY CHANGE SHAPE FROM
WHAT IS CURRENTLY SHOWN, BUT THE FINAL STAGING
AREA WILL BE WITHIN THE PARKING LOT SHOWN IN
PLAN VIEW. THIS STAGING AREA WILL NOT SHIFT OR
MOVE ONCE CONSTRUCTION HAS STARTED.
3. SEE SHEET C6.01 FOR EROSION CONTROL NOTES.
4. EXISTING SURFACE FEATURES AND UTILITIES IN THIS
AREA ARE FOR INFORMATION ONLY. CONTRACTOR IS
RESPONSIBLE FOR VERIFICATION OF SURFACE
FEATURES AND UTILITIES, INCLUDING THE ADEQUACY
OF THE SITE FOR THE CONTRACTOR'S INTENDED
USAGE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL PERMITTING AND UTILITY CONNECTIONS TO
OPERATE OUT OF THIS LOCATION.
5. THE EROSION CONTROL PLAN DEPICTS MINIMUM
REQUIREMENTS TO USE THE SITE FOR STORAGE OF
MATERIALS AND EQUIPMENT.
6. BMPs SHOWN ARE EXPECTED TO REMAIN IN PLACE FOR
THE DURATION OF THE WORK.
R
SA
INLET PROTECTION BAG INSERT
AND BIO-FILTER BAGS,
SEE DETAIL
LIMITS OF DISTURBANCE
ROFA (RUNWAY OBJECT FREE
AREA)
LEGEND:
ROFA
C6.08
RSA (RUNWAY SAFETY AREA)RSA
EXISTING GRAVEL
SURFACING TO
REMAIN
CONTRACTOR TO CLEAN
OUT EXISTING TEMPORARY
WASHOUT BASIN AFTER
USE.
| 2026-09-30T11:11:12-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .