PDX 2026-501 (237) E5.05.pdf

PDF 446 KB Posted

Attached to
Portland International Airport North Runway Rehabilitation
Solicitation number
147231
Issued by
Multnomah County, Oregon

About this file

This is an electrical details drawing sheet for the Portland International Airport North Runway Rehabilitation project in Oregon, prepared by the airport's engineering team. The document provides technical specifications and installation details for elevated light fixtures and base can installations in asphalt concrete pavement along the runway shoulder. The drawing includes four detailed cross-sections showing typical elevated taxiway and runway edge light installations, with specifications for components including 2-inch PVC ground rods, 12-inch diameter by 24-inch deep base cans, 3/4-inch flange rings, extensions, and base plates. The installation details specify that base cans should be set with finish elevation 1/4 inch above adjacent grade, conduit should be positioned 24 inches below finish grade, and grounding systems should incorporate #6 bare copper conductors connected via exothermic weld to both ground rods and base cans. The drawing was designed and prepared in October 2026 by the airport's engineering staff and signed by registered professional engineer Jeffrey L. Nelson, with expiration date of December 31, 2026.

The drawing provides construction guidance for contractors, including requirements for saw-cutting asphalt concrete openings to install base cans, filling saw cuts with P-606 sealant, applying silicone sealant between flange rings and extensions, and maintaining proper spacing and alignment of conduits between base cans. Additional specifications address ground rod installation requirements, including 3/4-inch diameter rods measuring 10 feet long positioned minimum 12 inches from the base can with the rod top minimum 6 inches below finished surface. The document references related detail sheets and notes throughout the technical specifications to ensure comprehensive installation requirements are met.

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Text version

SEE NOTE 3 (TYP.)

2" PVC

GROUND ROD

(SEE NOTE 5)

3" EXTENSION

(SEE NOTE 8)

L-867 12" DIA. X 24"

DEEP BASE CAN

2" PVC WHEN REQUIRED

EXISTING OR NEW ACP

DEPTH VARIES

ASPHALT SHOULDER

(FINAL LIFT)

ELEVATED LIGHT FIXTURE (SEE NOTE 2)

SET BASE CAN, EXTENSION, FLANGE RING AND

BASE PLATE SO FINISH ELEVATION IS 1/4" ABOVE

ADJACENT GRADE AT PROPER LOCATION

FLANGE RING

SEE DETAIL

4" MIN.

BASE COURSE/

SUBGRADE. DEPTH

VARIES

CONDUIT TYP. 24"

BELOW FINISH GRADE

P-610 ANCHOR CONCRETE

6" M

IN

BOND BASE PLATE TO

BASE CAN WITH CF 30"

BRAIDED GROUND STRAP

AND CF GROUND LUG

#6, BARE

CONDUCTOR

(SEE NOTE 4)

#6 AWG

COUNTERPOISE, SEE

CONDUITS BETWEEN BASE

CANS SHALL BE ON A STRAIGHT

LINE ALIGNMENT BETWEEN THE

CENTERS OF THE BASE CANS.

E5.04

E5.08

PF 3/4" FLANGE RING, SEE DETAIL

PF 3" EXTENSION, SEE NOTE 8.

FINISH GRADE

2" PVC

GROUND ROD

(SEE NOTE 5)

PF L-867 12" DIA. X 24"

DEEP BASE CAN

2" PVC WHEN REQUIRED

CONDUIT TYP. 24"

BELOW FINISH GRADE

MIN. 4" THICK CONCRETE BACKFILL

SMOOTH FINISH. SLOPE AWAY FROM

CAN. SEE DETAIL 3, SHEET E5.05.

P610 CONCRETE,

SAW CUT OR BLOCKOUT

PROVIDE AND INSTALL P-606

SEALANT TO FILL GAP

BETWEEN AC AND CONCRETE

AROUND LIGHT BASE

P-610 CONCRETE

6" M

IN

4"

MIN.

#6, BARE

CONDUCTOR

(SEE NOTE 4)

E5.04

EXISTING OR NEW ACP

DEPTH VARIES

ASPHALT SHOULDER

(FINAL LIFT)

BASE COURSE/

SUBGRADE. DEPTH

VARIES

ELEVATED LIGHT FIXTURE (SEE NOTE 2)

BOND BASE PLATE TO

BASE CAN WITH CF 30"

BRAIDED GROUND STRAP

AND CF GROUND LUG

SEE NOTE 3 (TYP.)

PROVIDE AND

INSTALL GROUND LUG

2" PVC

GROUND ROD

(SEE NOTE 5)

3" EXTENSION

(SEE NOTE 8)

L-867 24" DEEP BASE CAN,

DIA AS NOTED IN PLAN

2" PVC WHEN

REQUIRED

EXISTING OR NEW

ACP DEPTH VARIES

ASPHALT SHOULDER

(FINAL LIFT)

SET BASE CAN, EXTENSION, FLANGE RING AND BASE PLATE

SO FINISH ELEVATION IS 1/4" ABOVE ADJACENT GRADE AT

PROPER LOCATION (CORE DRILL TO INSTALL EXTENSION,

FLANGE RING AND COVER PLATE FOLLOWING FINAL ACP LIFT)

FLANGE RING

SEE DETAIL

4" MIN.

BASE COURSE/

SUBGRADE. DEPTH

VARIES

P-610 ANCHOR CONCRETE

6" M

IN

CONDUIT TYP. 24"

BELOW FINISH GRADE

BOND BASE PLATE TO

BASE CAN WITH CF 30"

BRAIDED GROUND STRAP

#6, BARE

CONDUCTOR

(SEE NOTE 4)

#6 AWG

COUNTERPOISE,

SEE DETAIL

CONDUITS BETWEEN BASE

CANS SHALL BE ON A STRAIGHT

LINE ALIGNMENT BETWEEN THE

CENTERS OF THE BASE CANS.

E5.04

E5.08

GSRCPVC

1'-0"5'-0"

1'-0"

MIN

10'-0" (TYP)

PAVED SHOULDER (15' TYP. BUT VARIES)

6' -0

" M

IN

6'

-0 " M

AX

CENTER OF LIGHT

EXTEND 5' MIN.

OF GRSC BEYOND

LOAD BEARING EDGE

BRASS DUCT MARKER

(IF REQUIRED)

EDGE OF TAXIWAY OF

APRON (LOAD BEARING)

2" PVC AT 24"

DEPTH BELOW

FINAL GRADE

NOTE:

1. SAW CUT ASPHALT CONCRETE OPENING TO INSTALL BASE CAN.

CONTRACTOR TO SELECT DIMENSIONS (SUBJECT TO MINIMUMS)

WHICH SHALL BE UNIFORM. FILL SAW CUTS TO OVERLAP BEYOND

THE REQUIRED OPENING WITH P-606.

GENERAL NOTE(S):

1. FOR TYPICAL INSTALLATION DETAILS FOR

IN-PAVEMENT FIXTURE IN ASPHALT CONCRETE

PAVEMENT, SEE DETAIL 1, SHEET E5.03.

2. TYPICAL DETAIL SHOWN DEPICTS AN ELEVATED

TAXIWAY EDGE LIGHT. THIS DETAIL IS ALSO

APPLICABLE FOR INSTALLATION OF ELEVATED

RUNWAY EDGE LIGHT.

3. CONDUIT SHALL EXTEND INTO CAN 2” AFTER DUCT IS

BACKFILLED AND LENGTH HAS STABILIZED.

GROMMETS WILL BE FURNISHED WITH THE BASE CAN

AND SHALL BE USED FOR CONDUIT INSTALLATION

INTO BASE CAN. INSTALL END BELL ON CONDUIT.

4. #6 BARE COPPER CONDUCTOR SHALL BE

CONNECTED TO GROUND ROD AND BASE CAN WITH

A EXOTHERMIC WELD.

5. GROUND ROD SHALL BE 3/4” DIA. 10' LONG AND

INSTALLED A MINIMUM OF 12” FROM BASE CAN. TOP

OF GROUND ROD SHALL BE A MINIMUM OF 6" BELOW

THE FINISHED SURFACE.

6. INSTALL NEW 3/4" FLANGE RING, AND EXTENSION.

7. FOR TYPICAL DIMENSIONS OF CORE DRILLED HOLES

FOR INSTALLATION OF EXTENSIONS ON BASE CANS,

SEE SHEET E5.04, DETAIL 3.

8. APPLY SILICONE SEALANT BETWEEN FLANGE RING

AND EXTENSION.

JUL Y 2 5 , 1991

JEFFERY L. NELSON

EXP: 12/31/2026

ENGINEER

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OREGON

15521PE

4/15/2026

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PRINTED:

lig ht da rk gr ay bl ac k

DESIGN NUMBER PROJECT NUMBER

2"

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1:31:58 PM DETTMM R:\Aviation\PDX\2026\0501 - PDX NORTH RUNWAY REHAB\SHEETS - ELECTRICAL\INSTALL AND EXTENSION DETAILS - N RUNWAY.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

NORTH RUNWAY REHABILITATION

ELECTRICAL DETAILS

ELECTRICAL DETAILS 2

GENE TUPPER

M. TIEASKIE

M. DETTMER

J. NELSON

OCTOBER 2026

237 CD

PDX 2026-501 E5.052024D011 102981

SCALE:

TYPICAL ELEVATED LIGHT AND BASE INSTALLATION IN SHOULDER AC PAVEMENT

N.T.S.1 SCALE:

ELEVATED LIGHT AND BASE CAN INSTALLATION IN EXISTING SHOULDER AC PAVEMENT

N.T.S.2

SCALE:

NEW BASE CAN IN SHOULDER AC PAVEMENT DETAIL

N.T.S.3 SCALE:

TYPICAL BASE CAN INSTALLATION IN SHOULDER AC PAVEMENT

N.T.S.4

DIGITALLY SIGNED
2026-10-08T09:15:10-0700
Jeff Nelson

File details come from the government source that posted it. Updated .