PDX 2026-501 (33) C3.07.pdf

PDF 373 KB Posted

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

About this file

This is a pavement removal plan document for the Portland International Airport North Runway Rehabilitation project in Oregon, specifically detailing the removal of asphalt concrete pavement (ACP) along Runway 10L-28R from Station 259+00 to Station 264+50. The project encompasses multiple pavement removal sections with varying depths, including 16-inch ACP mill sections, 9-inch ACP mill sections, 4-inch nominal ACP mill sections, 2-inch nominal ACP mill sections, and 10-inch to 11-inch ACP removal sections. The plan was prepared by HNTB Corporation and dated October 2026, with design notes indicating full-depth vertical saw cutting is required for pavement removal along all adjacent pavement to remain. The document serves as a civil construction drawing showing the spatial layout and specifications for the pavement removal operations, with cross-references to additional sheets for alignment geometry (Sheets C1.01-C1.11), civil utility removal and adjustment plans (Sheets C8.01-C8.05), and airfield electrical removal plans (Sheets E2.01-E2.12).

The technical specifications include two nominal curves (C18 and C21) with defined radius measurements, delta angles, tangent lengths, and curve lengths to guide the removal operations. The plan notes that pavement removal is based on the 10L-28R centerline alignment and identifies an existing electrical vault and pad adjacent to the runway shoulder requiring coordination with electrical removal work. This drawing represents the design phase documentation for a significant runway rehabilitation project at a major commercial airport facility and would serve as the basis for contractor bid preparation and construction execution.

View the file

Other files

File Type Posted
PDX 2026-501 (277) E7.14.pdf PDF
PDX 2026-501 (236) E5.04.pdf PDF
PDX 2026-501 (107) C7.01.pdf PDF
PDX 2026-501 (162) C9.11.pdf PDF
PDX 2026-501 (18) C1.10.pdf PDF
PDX 2026-501 (263) E6.13.pdf PDF
PDX 2026-501 (53) C4.06.pdf PDF
PDX 2026-501 (254) E6.04.pdf PDF
PDX 2026-501 (102) C6.08.pdf PDF
PDX 2026-501 (151) C9.00.pdf PDF
PDX 2026-501 (156) C9.05.pdf PDF
PDX 2026-501 (130) C7.24.pdf PDF
PDX 2026-501 (174) C10.11.pdf PDF
Getting the most out of your Port of Portland Vendor Profile.docx DOCX document
PDX 2026-501 (202) E3.05.pdf PDF
PDX 2026-501 (195) E2.11.pdf PDF
PDX 2026-501 (66) C4.19.pdf PDF
PDX 2026-501 (299) E8.21.pdf PDF
PDX 2026-501 (160) C9.09.pdf PDF
PDX 2026-501 (133) C7.27.pdf PDF
PDX 2026-501 (16) C1.08.pdf PDF
PDX 2026-501 (52) C4.05.pdf PDF
PDX 2026-501 (41) C3.15.pdf PDF
PDX 2026-501 (89) C5.14.pdf PDF
PDX 2026-501 (227) E4.17.pdf PDF
PDX 2026-501 (212) E4.02.pdf PDF
PDX 2026-501 (274) E7.11.pdf PDF
PDX 2026-501 (205) E3.08.pdf PDF
PDX 2026-501 (181) C12.02.pdf PDF
PDX 2026-501 (228) E4.18.pdf PDF
PDX 2026-501 (197) E3.00.pdf PDF
PDX 2026-501 (158) C9.07.pdf PDF
PDX 2026-501 (278) E7.15.pdf PDF
PDX 2026-501 (173) C10.10.pdf PDF
2026-14659 Project Manual.pdf PDF
PDX 2026-501 (137) C7.31.pdf PDF
PDX 2026-501 (211) E4.01.pdf PDF
PDX 2026-501 (10) C1.02.pdf PDF
PDX 2026-501 (144) C8.02.pdf PDF
PDX 2026-501 (159) C9.08.pdf PDF
PDX 2026-501 (237) E5.05.pdf PDF
PDX 2026-501 (106) C7.00.pdf PDF
PDX 2026-501 (97) C6.03.pdf PDF
PDX 2026-501 (256) E6.06.pdf PDF
PDX 2026-501 (191) E2.07.pdf PDF
PDX 2026-501 (140) C7.34.pdf PDF
PDX 2026-501 (135) C7.29.pdf PDF
PDX 2026-501 (186) E2.02.pdf PDF
PDX 2026-501 (207) E3.10.pdf PDF
PDX 2026-501 (249) E5.17.pdf PDF
Show 40 more

Latest 50 of 308 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

VV

co co co co co

VV

STS

COM

COM

EE

E E E

E

E

E

E

FW

STS

STS

STS

E

263+57.67

110.00' RT

260+97.02

75.00' RT

259+75.88

110.00' RT

261+23.16

30.00' RT

261+23.16

75.00' RT

35'

NOMINAL

CURVE TABLE

CURVE

C18

C21

R

1500.00'

1470.00'

DELTA

26° 24' 20"

21° 40' 42"

T

351.90'

281.46'

L

691.29'

556.19'

RP STATION RP OFFSET

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

503.639.2710 FAX

SCALE:

RUNWAY 10L-28R STA 259+00 TO 264+50

1" = 30'1

RUNWAY 10L-28R

M

AT

C H

LI

N

E

ST

A

4+

.0 0, S

EE

S H

EE

TC

3.

KEY NOTES:

FULL DEPTH VERTICAL SAW CUTTING IS REQUIRED FOR

PAVEMENT REMOVAL ALONG ALL ADJACENT PAVEMENT TO

REMAIN.

EXISTING ELECTRICAL VAULT AND PAD ADJACENT TO

RUNWAY SHOULDER. SEE SHEETS E2.01 THROUGH E2.12 FOR

ELECTRICAL REMOVAL SHEETS.

10/5/2026

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

3:23:15 PM CAASLAND c:\users\caasland\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\pavement removal plans.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

PAVEMENT REMOVAL PLANS

RUNWAY 10L-28R STA 259+00 TO STA 264+50

GENE TUPPER

G. STEVENS

C. AASLAND

B. FOSTER

OCTOBER 2026

33 CD

PDX 2026-501 C3.072024D011 102981

KEY PLAN

SCALE : N.T.S.

M

AT

C H

LI

N

E

ST

A

9+

.0 0, S

EE

S H

EE

T

C 3.

LEGEND:

16" ACP MILL SECTION,

SEE DETAIL

9" ACP MILL SECTION,

SEE DETAIL

4" NOMINAL ACP MILL SECTION,

SEE DETAIL

2" NOMINAL ACP MILL SECTION,

SEE DETAIL

10" - 11" ACP REMOVAL SECTION,

SEE DETAIL

C3.20

C3.20

C3.20

C3.20

C3.20

SCALE: IN FEET

60'30'0' 15' 90'

N

260+97.02 1575.00' RT

260+97.02 1575.00' RT

NOTES:

1. PAVEMENT REMOVAL BASED ON 10L-28R CENTERLINE ALIGNMENT.

SEE SHEETS C1.01 THROUGH C1.11 FOR ALIGNMENT GEOMETRY.

2. FOR CIVIL UTILITY REMOVAL AND ADJUSTMENT PLANS, SEE SHEETS

C8.01 THROUGH C8.05.

3. FOR AIRFIELD ELECTRICAL REMOVAL PLANS, SEE SHEETS E2.01

THROUGH E2.12.

6 E37 E0%ER 0 � � �

0 � 0

*$RRE77 3� 67E9E16

E;3� 0���0���

E1*,1EER

RE

*,6

7ERED 3R2)E66,21$/

2RE*21

�����3E

2 2

MULTICORELINK:PAVEMENT REMOVAL PLANS-PAVE. REM. PLAN 8 (30SC)

MULTICORELINK:PAVEMENT REMOVAL PLANS-PAVE. REM. PLAN 6 (30SC)

Sheets and Views
PAVEMENT REMOVAL PLANS-PAVE. REM. PLAN 7 (30SC)
2026-10-06T16:19:10-0700
DIGITALLY SIGNED
Garrett P Stevens

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