PDX 2026-5 (50) E5.04.pdf
PDF 316 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
PDX 2026-5 (50) E5.04 - Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation
This document is a technical specification and scope of work for Portland International Airport (PDX), a facility operated by the Port of Portland in Oregon. The project encompasses the rehabilitation of Taxiway K West between Gates E3 and E6, including associated vehicle service road improvements. The scope includes pavement evaluation, design, and construction phases for the taxiway and service road, with specific attention to structural integrity, drainage, lighting, and safety markings. The project is part of PDX's capital improvement program for 2026 and addresses aging infrastructure requiring modernization to maintain airport operational standards and safety compliance. Bidders are required to demonstrate experience with airport construction projects, coordination with active airport operations, and knowledge of Federal Aviation Administration (FAA) standards and requirements.
This specification document establishes technical requirements and performance standards for contractor work, including material quality standards, construction methodology, equipment specifications, and quality assurance procedures. The project is subject to federal funding requirements through FAA grants and state/local funding mechanisms. Contractors must comply with prevailing wage requirements, bonding requirements, and insurance provisions. The document emphasizes coordination with airport operations to minimize disruption to active taxiway and gate operations during construction phases. All work must conform to current airport design standards, FAA Part 150 noise compatibility requirements, and applicable Oregon state and local building codes and regulations.
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Text version
P-610 CONCRETE
1/2"x1/2"x2-1/2" SOLID
STEEL BAR SPACED
EVERY 8 FEET ALONG
CENTER OF CONDUIT
EXISTING OR NEW
ACP (DEPTH VARIES)
EXISTING OR BASE
(DEPTH AND
MATERIALS VARY)
FINAL LIFT OF ACP .
FOLLOWING CONDUIT
INSTALLATION AND
CONCRETE BACKFILL.
SAWCUT OR ROCKWHEEL
FORMED TRENCH, METHOD
SHALL NOT TEAR OR SPALL
ACP (SEE NOTE 2)
" M
IN
IM
U M
SE
E
N O
TE
4" TRENCH WIDTH
2" PVC OR GRSC,
SEE PLANS
NOTES:
1. DEPTH OF CONDUIT SHALL BE COORDINATED AND
ADJUSTED WITH BASE CAN INSTALLATION TO ENSURE
CONDUIT ENTRY INTO CAN IS HORIZONTAL. DEPTH SHOWN
IS FROM FINISH GRADE.
2. TRENCHING AND PAVEMENT REMOVAL ARE INCIDENTAL
TO CONDUIT INSTALLATION.
8"
P-209 AGGREGATE BASE4"
2" PVC
P-401 AC SURFACE (TYP.),
SEE NOTE 2
N
O
TE
P-610 CONCRETE
8"
#6 AWG
COUNTERPOISE
P-403 AC BASE,
SEE NOTE 2.
EXISTING SUB BASE
NOTE(S):
1. 2" PVC CONDUIT TYPICAL BETWEEN TAXIWAY CENTERLINE LIGHT CANS.
SEE GEOMETRY AND LIGHTING PLANS FOR MORE INFORMATION.
2. PAVEMENT SECTION SHOWN IS APPROXIMATE, SEE PAVEMENT LAYOUT
PLAN DETAILS IN THE CIVIL DRAWINGS FOR EXACT DIMENSIONS.
3. CONDUIT DEPTH TO BE COORDINATED WITH BASE CAN INSTALLATION.
5KV CONDUCTOR - CONDUIT FILL LIMITS
DUCT DIAMETER AREA (SQ. INCH) 30% (SQ. INCH) #8-5KV #6-5KV
1" (1.049) 0.86 0.26 2 1 1 1/2" (1.610) 2.04 0.61 4 3
2" (2.067) 3.36 1.01 8 7 3" (3.068) 7.39 2.22 18 16
3 1/2" (3.548) 9.89 2.97 26 21 4" (4.026) 12.73 3.82 31 27
BASED ON 30% FILL, THE MAXIMUM NUMBER OF 5KV FIELD LIGHTING AND CONTROL CONDUCTORS IN A DUCT
SHALL NOT EXCEED THE ABOVE WITHOUT EXPRESS APPROVAL FROM THE PORT
"MALE" (PLUG)
L-824 (5KV) CABLE
FROM REGULATOR
"FEMALE" (RECEPTACLE)
L-823 CONNECTOR KIT
2" MIN
SPRING CLIP, MOUNT
TO AIRFIELD LIGHTING
CABLE JUNCTION
BOX MOUNTING PANEL
NOTE:
1. ALL AIRFIELD CABLES SHALL BE TERMINATED
BY USING UTILITY TOOL, SUCH AS RIPLEY
COMPANY (800-528-8665) UTILITY TOOL NO.
WS49-27700. NO HAND STRIPPING ALLOWED.
2. AFTER HEAT SHRINK HAS SET, APPLY ONE
LAYER OF 2-INCH WIDE SCOTCH 130C RUBBER
SPLICING TAPE (HALF LAPPED) AND TWO
LAYERS OF SCOTCH 88 VINYL TAPE (OR
APPROVED EQUAL) OVER THE ENDS OF EACH
HEAT SHRINK TUBING. ENSURE THE ENDS OF
THE HEAT SHRINK TUBING IS SEALED
AGAINST THE CONDUCTOR.
L-824 (5KV) CABLE
TO AIRFIELD
HEAT SHRINK TUBING
(TYPICAL)
RE
GIS
TERED PROFESSIONAL
SERGIO LEGUIRE PERRY
MA RCH 14 , 2 017
EXP: 12/31/2026
OREGON
92070PE
ENGINEER
1/7/2026
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lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
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gr ay
4:52:59 PM DETTMM R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - ELEC\ELECTRICAL DETAILS - TWY K WEST.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
ELECTRICAL DETAILS 2
CHRIS EDWARDS
M. TIEASKIE
M. DETTMER
S. PERRY
OCT 2026
50 CD
PDX 2026-5 E5.042025D033 103134
SCALE:
PVC CONDUIT UNDER NEW AC STRUCTURAL PAVEMENT
N.T.S.1
SCALE:
MAXIMUM CONDUIT FILL WITH 5KV CONDUCTORS
NONE4SCALE:
L-823 CONNECTOR DETAIL
N.T.S.3
SCALE:
CONDUIT INSTALLATION IN EXISTING AC PAVEMENT - WITH MILL AND INLAY
N.T.S.2
| DIGITALLY SIGNED | |
| 2026-09-24T06:49:41-0700 | |
| Sergio Perry |
File details come from the government source that posted it. Updated .