PDX 2026-501 (232) E4.22.pdf

PDF 499 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 ductbank plan and profile drawing for the Portland International Airport North Runway Rehabilitation project in Oregon, prepared by registered professional engineer Jeffery L. Nelson. The drawing details the design and installation of electrical infrastructure along Taxiway A4, specifically showing the proposed ductbank alignment, existing and new electrical and communications manholes, conduit routing, and underground utility specifications. The project involves intercepting existing 4-inch PVC power conduits and 1-inch PVC communication conduits located 10 feet east of Manhole P-15/D-15 and extending them eastward in a new ductbank to new vaults at Manhole P-16/D-16. The design incorporates concrete-encased and direct-buried PVC conduits for both power and communication systems, along with corrugated innerduct installation between communication vaults. The plan and profile drawings are provided at scales of 1 inch equals 20 feet horizontally and 1 inch equals 2 feet vertically, with station measurements and offsets based on the Runway 10L-28R centerline alignment.

The drawing was designed in October 2026 and includes specific technical details such as existing manhole elevations, finish grade specifications, pavement structure composition (including asphalt concrete surfaces, aggregate base, and mechanical stabilization layers), and HDPE underdrain provisions. The document references related drawings for removal information (Sheet E2.09) and lighting information (Sheet E4.09), with additional detail sheets (E5.13 through E5.18) providing further specifications for the new electrical and communication manholes. The design specifies the installation of three corrugated 1-1/4-inch diameter innerducts using Carlon A6D2 or approved equivalent materials in the communication conduit between vaults. The engineer's professional registration number (15521PE) and expiration date (12/31/2026) are documented on the drawing.

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Text version

VV

VV

A4-2A4-11 A4-5

A4-7

0+

1+

2+

3+

4+

5+

V

V

E

EE

PROPOSED

DUCTBANK

EXIST COMM MH D-15

STA 283+61.71, OFF 255.89' RT

EXIST LID ELEV = 24.22'

EXIST ELEC MH P-15

STA 283+55.03, OFF 259.65' RT

EXIST LID ELEV = 24.12'

EDGE OF PAVEMENT

TAXIWAY STRUCTURAL EDGE

EDGE OF PAVEMENT

TAXIWAY STRUCTURAL EDGE

T

AX

IW

AY

A

0+00.00, 0.00' RT CL DUCTBANK ALIGN.=

283+05.17, 260.03' RT CL RUNWAY 10L-28R ALIGN.

5+00.00, 0.00' RT CL DUCTBANK ALIGN.=

288+05.17, 260.19' RT CL RUNWAY 10L-28R ALIGN.

STS

STS

ST

S

12" CMP

10" CMP

FW

8"

FW

8"

FW

8"

COM

(16) 4" C

E

(5) 4" C

COM (2) 4" C COM (5) 4" C

E

(5) 4" C E

(5) 4" C

COM

(2) 4" C

E

(5) 4" C

NEW COMM MH D-16

STA 287+61.46, OFF 255.87' RT

SEE E5.13 TO E5.18 FOR DETAILS

NEW ELEC MH P-16

STA 287+55.01, OFF 259.92' RT

SEE E5.13 TO E5.18 FOR DETAILS

NEW 4-4" PVC (PWR)

NEW 1-4" PVC (COMM)

CONCRETE ENCASED

10'-0" 10'-0" 10'-0"

NEW 2" PVC PER

LIGHTING PLANS

14'

16'

18'

20'

22'

24'

26'

14'

16'

18'

20'

22'

24'

26'

0+

0+

0+

0+

0+

1+

1+

1+

1+

1+

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2+

2+

2+

3+

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4+

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FINISH GRADE - PAVEMENT

EXISTING GRADE

FINISH GRADE

℄ TAXIWAY A4

EXIST ELEC MH P-15

STA = 0+49.86

ELEV = 24.12

EXIST COMM MH D-15

STA = 0+56.54

ELEV = 24.22

EXIST ELEC MH P-16

STA = 4+49.84

ELEV = 24.39

EXIST COMM MH D-16

STA = 4+56.29

ELEV = 24.69

4" AC SURFACE

14" AC BASE

24" AGG BASE

24" MECH. STABILIZATION

4" AC SURFACE

6" AGG BASE

24" MECH. STABILIZATION

6" HDPE UNDERDRAIN (TYP) NEW ELEC MH P-16

STA = 4+49.84

LID ELEV = 23.83

NEW COMM MH D-16

STA = 4+56.29

LID ELEV = 23.84

PVI STA. 3+33.66

TOP OF BANK ELEV = 19.30

PVI STA. 4+35.84

TOP OF BANK ELEV = 21.66

PVI STA. 1+54.02

TOP OF BANK ELEV = 19.30

PVI STA. 0+66.54

TOP OF BANK ELEV = 22.05

DIRECT BURIED 4-4" (PWR)

AND 1-4" (PWR) PVC CONDUITS

SEE SHEET E5.14 DETAIL 2 CONCRETE ENCASED 4-4" (PWR)

AND 1-4" (COM) PVC CONDUITS

SEE SHEET E5.14 DETAIL 1

DIRECT BURIED 4-4" (PWR)

AND 1-4" (PWR) PVC CONDUITS

SEE SHEET E5.14 DETAIL 2

SCALE: IN Feet

40200 10 60

JUL Y 2 5 , 1991

JEFFERY L. NELSON

EXP: 12/31/2026

ENGINEER

RE

GIS

TERED PROFESSIONAL

OREGON

15521PE

7/20/2026

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PRINTED:

lig ht da rk gr ay bl ac k

DESIGN NUMBER PROJECT NUMBER

2"

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gr ay

12:34:03 PM DETTMM R:\Aviation\PDX\2026\0501 - PDX NORTH RUNWAY REHAB\SHEETS - ELECTRICAL\ELEC PLAN AND PROFILE.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 LIGHTING PLAN

TAXIWAY A4 ELECTRICAL DUCTBANK PLAN AND PROFILE

GENE TUPPER

M. TIEASKIE

M. DETTMER

J. NELSON

OCTOBER 2026

232 CD

PDX 2026-501 E4.222024D011 102981

N

LOCATE PLAN

SCALE : N.T.S.

NOTES:

1. STATION AND OFFSETS ON THIS SHEET ARE

BASED ON RUNWAY 10L-28R CENTERLINE

ALIGNMENT.

2. FOR REMOVAL INFORMATION ASSOCIATED WITH

THIS DRAWING, SEE SHEET E2.09.

3. FOR LIGHTING INFORMATION ASSOCIATED WITH

THIS DRAWING, SEE SHEET E4.09.

SCALE:

TAXIWAY A4 DUCTBANK PLAN

1" = 20'1

SCALE:

TAXIWAY A4 DUCTBANK PROFILE

1" = 20' HORIZ.

1" = 2' VERT.

N

KEY NOTES:

1. INTERCEPT EXISTING 4-4" PVC POWER AND 1-4"

PVC COMM CONDUITS 10' EAST OF MH P-15/ D-16

AND EXTEND CONDUITS TO THE EAST IN NEW

DUCT BANK TO NEW VAULTS MH P-16/ D-16 AS

SHOWN ON THIS SHEET.

2. PROVIDE AND INSTALL THREE CORRUGATED,

1-1/4" DIAMETER INNERDUCT, CARLON A6D2 OR

APPROVED EQUAL IN COMMUNICATION CONDUIT

BETWEEN VAULTS MH D-15 AND MH D-16.

DIGITALLY SIGNED
2026-10-08T09:14:48-0700
Jeff Nelson

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