PMP Region 1 - Western Airports - Attachment C.pdf

PDF 2 MB Posted Jun 18, 2025

Attached to: ITB - PMP Region 1 - Western Airports
Solicitation number: S-10900-00014100
Issued by: Washington County, Mcminnville City, Oregon

About this file

Written by GovTribe AI · Jun 19, 2025

This document contains contract documents for the Oregon Department of Aviation's Pavement Maintenance Program (PMP) for Region 1 Western Airports, prepared by Century West Engineering in December 2024. The project involves pavement maintenance and marking work at multiple airports, including McMinnville Municipal Airport, Seaside Municipal Airport, and Toledo State Airport. The plans detail specific maintenance activities such as crack sealing, asphalt patching, pavement marking, and runway/taxiway marking restoration. The project includes precise technical specifications for repair methods, barricade placement, and phasing requirements to minimize airport disruption, with runway closures not to exceed 2-3 days total.

The contract documents provide comprehensive technical details for pavement maintenance, including specific quantities of crack sealing (ranging from 32 to 2,990 linear feet), asphalt patching (ranging from 294 to 3,042 square feet), and pavement marking restoration across different airport locations. The maintenance work involves technical specifications for patch repair depths, aggregate base requirements, and precise marking guidelines. The project appears to be funded through the Oregon Department of Aviation's regional maintenance program, with work scheduled for implementation in December 2024. Each airport has unique requirements and specifications, with careful attention to maintaining airport operational capabilities during maintenance activities.

View the file

Other files

File	Type	Posted
Procurement Information~72.docx	DOCX document	Jun 18, 2025
Notice of Intent to Award S-10900-00014100.pdf	PDF	Jun 18, 2025
S-10900-00014100 R1 Western.pdf	PDF	Jun 18, 2025
S-10900-00014100 R1 Western Bid Tabs.xls	XLS spreadsheet	Jun 18, 2025
2025 Region 1 PMP - Eastern and Western Pre-Bid - Agenda with notes~1.pdf	PDF	Jun 18, 2025
PMP Region 1 - Western Airports - Attachment B.pdf	PDF	Jun 18, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

PAVEMENT MAINTENANCE PROJECT

PMP REGION 1 – WESTERN AIRPORTS

ATTACHMENT C - PLANS

OWNER:

Oregon Department of Aviation

3040 25th St. SE

Salem, OR 97302

ENGINEER:

Century West Engineering

5500 Meadows Road, Suite 250

Lake Oswego, OR 97035

Phone: (971) 419-2130

December 2024

THIS PAGE INTENTIONALLY

LEFT BLANK

Columbia Gorge Regional/

Corvallis

Toledo State

Albany Municipal

Santiam

Davis Madras Municipal

Stark's Twin

Hillsboro

Sportsman Airpark

Municipal

Siletz Bay State

Pacific City State

Nehalem Bay State

Independence State

McMinnville

Tillamook

Chehalem Airpark

Seaside Municipal

Airfield Vernonia

Scappoose Cascade Locks

Country Squire Airpark Valley View

Sandy River

Aurora State

Lenhardt Airpark

McNary Field

Portland International

Portland Heliport

Airport

Skyport Troutdale Ken Jernstedt Airfield

State

Mulino State

Oaks Airpark

Astoria Regional

Newport Municipal

OREGON DEPARTMENT OF AVIATION

PAVEMENT MAINTENANCE PROGRAM

PMP REGION 1 - WESTERN AIRPORTS

DECEMBER 2024

SHEET INDEX

SHT NO. DWG NO. TITLE

PROJECT LOCATION PLAN

VICINITY MAPS

MCMINNVILLE MUNICIPAL AIRPORT

SEASIDE MUNICIPAL AIRPORT

TOLEDO STATE AIRPORT

PAVEMENT DETAILS

PAVEMENT MARKING DETAILS

W-G1

W-G2

W-B1

W-B2

W-B3

W-D1

W-D2

W-D3

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -G

R .d w g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

WESTERN AIRPORTS

PROJECT LOCATION PLAN 1 8

W-G1

AutoCAD SHX Text J E F F E R S O N

AutoCAD SHX Text

AutoCAD SHX Text M A R I O N

AutoCAD SHX Text

AutoCAD SHX Text L I N N

AutoCAD SHX Text

AutoCAD SHX Text C O L U M B I A

AutoCAD SHX Text W A S H I N G T O N

AutoCAD SHX Text Y A M H I L L

AutoCAD SHX Text

AutoCAD SHX Text P O L K

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T I L L A M O O K

AutoCAD SHX Text

AutoCAD SHX Text C L A T S O P

AutoCAD SHX Text

AutoCAD SHX Text M U L T N O M A H

AutoCAD SHX Text C L A C K A M A S

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text W A S C O

AutoCAD SHX Text

AutoCAD SHX Text H O O D

AutoCAD SHX Text R I V E R

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

SEASIDE

MUNICIPAL

AIRPORT

SCALE: N.T.S.

MCMINNVILLE MUNICIPAL AIRPORT 1

W-2

SCALE: N.T.S.

TOLEDO STATE AIRPORT 3

W-2

SCALE: N.T.S.

SEASIDE MUNICIPAL AIRPORT 2

W-2

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -G

dw g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

PMP REGION 1 - EASTERN AIRPORTS

VICINITY MAPS 2 8

W-G2

TOLEDO

STATE

AIRPORT

Lewis and Clark Road

MCMINNVILLE

MUNICIPAL

AIRPORT

NE Three Mile Lane

A irp or t R oa d

Access

S Ba y R oa d

Access

H W

Airport Road

El k

C ity

R oa d

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -C

C M

dw g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

EASTERN AIRPORTS

MCMINNVILLE AIRPORT (MMV) 3 8

W-C1

SCALE: 1" = 600'

MCMINNVILLE MUNICIPAL AIRPORT 1

W-C1

GENERAL NOTES:

PHASING NOTES:

1. BARRICADE LOCATIONS AND CLOSURE CROSSES SHOWN ON THIS

SHEET ARE FOR WORK REQUIRING RUNWAY SHUTDOWN ONLY.

BARRICADE LOCATIONS FOR TAXIWAY AND APRON WORK SHALL

BE DETERMINED IN THE FIELD.

2. RUNWAY CLOSURES FOR ALL WORK SHALL NOT EXCEED 2 DAYS

(TOTAL).

3. TAXIWAY AND APRON CLOSURES SHALL BE COORDINATED WITH

THE OWNER AND ENGINEER PRIOR TO BEGINNING WORK. THE

CONTRACTOR SHALL BARRICADE EACH WORK AREA COMPLETELY

TO EXCLUDE ALL AIRCRAFT. WORK SHALL NOT BE PERFORMED

OUTSIDE A BARRICADED WORK AREA WITHOUT APPROVAL OF THE

OWNER AND THE ENGINEER. SEE SECTION 01115 FOR SPECIFIC

REQUIREMENTS.

4. WHEN INSIDE THE AIR OPERATIONS AREA, THE CONTRACTOR

SHALL ONLY USE HAUL ROUTES APPROVED BY THE ENGINEER.

ALL APPROPRIATE AND NECESSARY TRAFFIC CONTROL SHALL BE

PROVIDED BY THE CONTRACTOR INCIDENTAL TO THE WORK

SHOWN ON THIS SHEET.

5. VERIFY STAGING AREA LOCATION WITH THE ENGINEER PRIOR TO

USE.

0300 300 600

SCALE OF FEET

SCALE: 1"=600'

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 123.0

PERFORM RADIO CHECK PRIOR TO ENTERING AIRPORT.

2. PHASING OF CRACK SEAL REQUIRED TO KEEP FACILITY OPEN

TO GREATEST EXTENT (i.e., CLOSING ONLY A PORTION OF A

TAXIWAY AND/OR APRON AT ONE TIME.) SEE PHASING NOTES

BELOW.

3. SPRAY WEEDS A MINIMUM OF TWO WEEKS PRIOR TO

BEGINNING OTHER WORK ITEMS. APPLY A PRE-EMERGENT

HERBICIDE TO CRACKS IMMEDIATELY PRIOR TO SEALING.

4. RECORD DATA INDICATES THE FOLLOWING PAVEMENT

SECTIONS:

A02-03 2" AC, 6" BASE

5. NO RECORD DATA WAS AVAILABLE FOR THE FOLLOWING

EXISTING PAVEMENT SECTION:

A02-09

6. THE DEPICTION OF AC PATCHES ON THIS SHEET ARE NOT TO

SCALE AND THEIR LOCATIONS ARE APPROXIMATE. VERIFY

PATCH LOCATIONS AND SIZES WITH ENGINEER PRIOR TO AC

PATCHING.

R17-02

CS - 6,901 LF

TA1-02

CS - 128 LF

AH22-01

CS - 196 LF

TA-02

CS - 3,000 LF

TA2-02

CS - 418 LF

T05-01

CS - 103 LF

THANG-01

CS - 655 LF

T08-01

CS - 276 LF A02-09

CS - 1,328 LF

ACP - 294 SF

A02-08

CS - 339 LF

A02-01

CS - 263 LF

A02-03

CS - 1,295 LF

ACP - 3,042 SF

TA3-02

CS - 300 LF

IRREGULAR SHAPE

AC PATCHING

SEE DETAIL

THIS SHEET

SCALE: 1" = 200'

AC PATCHING LOCATION DETAIL 2

W-C1

10'x15' 6'x24'

LEGEND

A.C. CRACK SEAL, SEE DETAIL

AC PATCHING, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

W-D1

PAVEMENT MARKING NOTES:

1. CONFIRM PAVEMENT MARKING PLAN WITH ENGINEER PRIOR TO

WORK.

2. RUNWAY 17-35 MARKING (RESTRIPE) TO INCLUDE:

LEAD-IN 16 SF

3. TAXIWAY/TAXILANE MARKING (RESTRIPE) TO INCLUDE:

CENTERLINE (6") 765 SF

T02-01

CS - 515 LF

AutoCAD SHX Text

TD1-01

AutoCAD SHX Text

TD-01

AutoCAD SHX Text

TD3-01

AutoCAD SHX Text

TD2-01

AutoCAD SHX Text R17-01

AutoCAD SHX Text

TA1-01

AutoCAD SHX Text

AH22-02

AutoCAD SHX Text

TA-01

AutoCAD SHX Text

TD-02

AutoCAD SHX Text

TA2-01

AutoCAD SHX Text

TA4-01

AutoCAD SHX Text

TA-03

AutoCAD SHX Text T06-01

AutoCAD SHX Text

TA3-01

AutoCAD SHX Text T04-01

AutoCAD SHX Text T04-02

AutoCAD SHX Text A01-01

AutoCAD SHX Text A01-02

AutoCAD SHX Text T01-01

AutoCAD SHX Text A01-03

AutoCAD SHX Text A01-04

AutoCAD SHX Text

TD-02

AutoCAD SHX Text A01-05

AutoCAD SHX Text A01-09

AutoCAD SHX Text T04-01

AutoCAD SHX Text A01-06

AutoCAD SHX Text T07-01

AutoCAD SHX Text A02-06

AutoCAD SHX Text A02-07

AutoCAD SHX Text A01-08

AutoCAD SHX Text A02-05

AutoCAD SHX Text A02-04

A02-02

34 16

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -C

dw g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

WESTERN AIRPORTS

SEASIDE MUNICIPAL AIRPORT (56S) 4 8

W-C2

PAVEMENT MARKING NOTES:

1. CONFIRM PAVEMENT MARKING PLAN WITH ENGINEER PRIOR

TO WORK.

2. TAXIWAY/TAXILANE MARKING (RESTRIPE) TO INCLUDE:

CENTERLINE (6") 911 SF

HOLD LINES 456 SF

6. RUNWAY 16-34 MARKING (RESTRIPE) TO INCLUDE:

Y CHEVRON (2 - 36"x45') 440 SF

SCALE: 1" = 200'

SEASIDE STATE AIRPORT 1

W-C2

GENERAL NOTES:

PHASING NOTES:

0100 100 200

SCALE OF FEET

SCALE: 1"=200'

A01-03

CS - 820 LF

R16-02

CS - 119 LF

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.90

PERFORM RADIO CHECK PRIOR TO ENTERING AIRPORT.

2. PHASING OF CRACK SEAL REQUIRED TO KEEP FACILITY OPEN

TO GREATEST EXTENT (i.e., CLOSING ONLY A PORTION OF A

TAXIWAY AND/OR APRON AT ONE TIME.) SEE PHASING NOTES

BELOW.

3. SPRAY WEEDS A MINIMUM OF TWO WEEKS PRIOR TO

BEGINNING OTHER WORK ITEMS. APPLY A PRE-EMERGENT

HERBICIDE TO CRACKS IMMEDIATELY PRIOR TO SEALING.

1. BARRICADE LOCATIONS AND CLOSURE CROSSES SHOWN ON THIS

SHEET ARE FOR WORK REQUIRING RUNWAY SHUTDOWN ONLY.

BARRICADE LOCATIONS FOR TAXIWAY AND APRON WORK SHALL

BE DETERMINED IN THE FIELD.

2. RUNWAY CLOSURES FOR ALL WORK SHALL NOT EXCEED 2 DAYS

(TOTAL).

3. TAXIWAY AND APRON CLOSURES SHALL BE COORDINATED WITH

THE OWNER AND ENGINEER PRIOR TO BEGINNING WORK. THE

CONTRACTOR SHALL BARRICADE EACH WORK AREA COMPLETELY

TO EXCLUDE ALL AIRCRAFT. WORK SHALL NOT BE PERFORMED

OUTSIDE A BARRICADED WORK AREA WITHOUT APPROVAL OF THE

OWNER AND THE ENGINEER. SEE SECTION 01115 FOR SPECIFIC

REQUIREMENTS.

4. WHEN INSIDE THE AIR OPERATIONS AREA, THE CONTRACTOR

SHALL ONLY USE HAUL ROUTES APPROVED BY THE ENGINEER.

ALL APPROPRIATE AND NECESSARY TRAFFIC CONTROL SHALL BE

PROVIDED BY THE CONTRACTOR INCIDENTAL TO THE WORK

SHOWN ON THIS SHEET.

5. VERIFY STAGING AREA LOCATION WITH THE ENGINEER PRIOR TO

USE.

R16-01

CS - 384 LF

TA-01

CS - 2,990 LF

TA3-01

CS - 251 LF

R16-03

CS - 2,129 LF TA2-01

CS - 239 LF

TA1-01

CS - 253 LF

LEGEND

A.C. CRACK SEAL, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

W-D1

TA-01

CS - 559 LF

AutoCAD SHX Text T02-01

AutoCAD SHX Text A10-02

AutoCAD SHX Text A01-01

AutoCAD SHX Text

AHOLD-01

AutoCAD SHX Text T01-02

T01-01

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -C

O .d w g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

WESTERN AIRPORTS

TOLEDO STATE AIRPORT (5S4) 5 8

W-C3

SCALE: 1" = 200'

TOLEDO STATE AIRPORT 1

W-C3

GENERAL NOTES:

PHASING NOTES:

0100 100 200

SCALE OF FEET

SCALE: 1"=200'

T02-01

CS - 32 LF

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.90

PERFORM RADIO CHECK PRIOR TO ENTERING AIRPORT.

2. PHASING OF CRACK SEAL REQUIRED TO KEEP FACILITY OPEN

TO GREATEST EXTENT (i.e., CLOSING ONLY A PORTION OF A

TAXIWAY AND/OR APRON AT ONE TIME.) SEE PHASING NOTES

BELOW.

3. SPRAY WEEDS A MINIMUM OF TWO WEEKS PRIOR TO

BEGINNING OTHER WORK ITEMS. APPLY A PRE-EMERGENT

HERBICIDE TO CRACKS IMMEDIATELY PRIOR TO SEALING.

4. NO RECORD DATA WAS AVAILABLE FOR THE FOLLOWING

EXISTING PAVEMENT SECTION:

R13-01 R13-03 R13-04

5. THE DEPICTION OF AC PATCHES ON THIS SHEET ARE NOT TO

SCALE AND THEIR LOCATIONS ARE APPROXIMATE. VERIFY

PATCH LOCATIONS AND SIZES WITH ENGINEER PRIOR TO AC

PATCHING.

1. BARRICADE LOCATIONS AND CLOSURE CROSSES SHOWN ON

THIS SHEET ARE FOR WORK REQUIRING RUNWAY SHUTDOWN

ONLY. BARRICADE LOCATIONS FOR TAXIWAY AND APRON

WORK SHALL BE DETERMINED IN THE FIELD.

2. RUNWAY CLOSURES FOR ALL WORK SHALL NOT EXCEED 3

DAYS (TOTAL).

3. TAXIWAY AND APRON CLOSURES SHALL BE COORDINATED

WITH THE OWNER AND ENGINEER PRIOR TO BEGINNING

WORK. THE CONTRACTOR SHALL BARRICADE EACH WORK

AREA COMPLETELY TO EXCLUDE ALL AIRCRAFT. WORK

SHALL NOT BE PERFORMED OUTSIDE A BARRICADED WORK

AREA WITHOUT APPROVAL OF THE OWNER AND THE

ENGINEER. SEE SECTION 01115 FOR SPECIFIC

REQUIREMENTS.

4. WHEN INSIDE THE AIR OPERATIONS AREA, THE CONTRACTOR

SHALL ONLY USE HAUL ROUTES APPROVED BY THE

ENGINEER. ALL APPROPRIATE AND NECESSARY TRAFFIC

CONTROL SHALL BE PROVIDED BY THE CONTRACTOR

INCIDENTAL TO THE WORK SHOWN ON THIS SHEET.

5. VERIFY STAGING AREA LOCATION WITH THE ENGINEER PRIOR

TO USE.

LEGEND

A.C. CRACK SEAL, SEE DETAIL

AC PATCHING, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

W-D1

R13-01

CS - 84 LF

ACP - 119 SF

R13-02

CS - 647 LF

R13-03

CS - 1,227 LF

JR - 12 LF

R13-04

CS - 515 LF

JR - 66 LF

IRREGULAR SHAPE

ACP - 7' X 17'

PAVEMENT MARKING NOTES:

1. CONFIRM PAVEMENT MARKING PLAN WITH ENGINEER PRIOR

TO WORK.

2. RUNWAY 13-31 MARKING (RESTRIPE) TO INCLUDE:

RUNWAY DESIGNATION #1 80 SF

RUNWAY DESIGNATION #3 158 SF

RUNWAY CENTERLINE (12") 360 SF

THRESHOLD BAR 380 SF

AutoCAD SHX Text A01-01

T01-01

RUNWAY

RUNWAY LC

A.C. CRACK SEAL 1

E-D1

ROUTE AND CLEAN CRACKS AND FILL WITH

RUBBERIZED ASPHALT CRACK SEALANT IN MIN.

OF TWO LIFTS

NOTES:

FOR PREVIOUSLY SEALED CRACKS OR CRACKS WITH VEGETATION,

CLEAN CRACKS WITH HEAT LANCE AND FILL WITH RUBBERIZED

ASPHALT CRACK SEALANT IN MIN. OF TWO LIFTS.

NOTE:

VERIFY CRACKS FOR CLEANING

AND FILLING WITH ENGINEER

PRIOR TO WORK.

SCALE: N.T.S.

A.C. PATCHING 2

E-D1

EXISTING

BASE

ROTOMILL OR

SAWCUT

EXISTING PAVEMENT SECTION.

DEPTHS OF EXISTING A.C. AND

BASE ROCK AS NOTED ON THE PLANS.

SEAL EDGE OF FINISHED PATCH

WITH CRACK SEAL MATERIAL (TYP.)

HMAC PAVEMENT

NOM. THKN. - 3" MIN OR MATCH EXISTING,

WHICHEVER IS GREATER.

(MAX. LIFT THICKNESS - 3")

3/4" - 0 AGGREGATE BASE NOM. THKN. - 2"

SCALE: N.T.S.

JOINT REPAIR 3

E-D1

ATTENTION:

OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE

OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET

FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY CALLING THE CENTER AT (800)

332-2344.

PLAN

SECTION

REPAIR LIMITS

(SAWCUT LINE OR

ROTOMILLED EDGE)

WIDE CRACKS WITH

SECONDARY DISTRESSES

12" WIDE

SCALE: N.T.S.

NOTE:

1. EXACT LENGTH AND LOCATION OF REPAIRS MAY VARY FROM

THOSE SHOWN IN THE PLANS AND WILL BE IDENTIFIED IN THE

FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION.

APPLY TACK TO FACE OF

SAWCUT OR MILLED EDGE

(TYP.)

LIMITS OF A.C.

RECONSTRUCTION

AS SHOWN OR AS DIRECTED

SUBGRADE

SAWCUT (TYP.)

EXISTING PAVEMENT SECTION. DEPTHS OF

EXISTING A.C. AND BASE ROCK

AS NOTED ON THE PLANS.

SEAL EDGE OF FINISHED PATCH

WITH CRACK SEAL MATERIAL (TYP.)

HMAC PAVEMENT

NOM. THKN. - 3" MIN OR MATCH EXISTING,

WHICHEVER IS GREATER

(MAX. LIFT THICKNESS - 3")

3/4" - 0 AGGREGATE BASE NOM. THKN. - 6"

MORE THAN EXISTING

ATTENTION:

OREGON LAW REQUIRES YOU TO FOLLOW

RULES ADOPTED BY THE OREGON UTILITY

NOTIFICATION CENTER. THOSE RULES

ARE SET FORTH IN OAR 952-001-0010

THROUGH OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY

CALLING THE CENTER AT (800) 332-2344.

NOTES:

1. EXACT REPAIR LIMITS MAY BE IRREGULAR

IN SHAPE AND SIZE. PAVEMENT REPAIR

LIMITS WILL BE IDENTIFIED IN THE FIELD

BY THE ENGINEER PRIOR TO WORK.

PLAN

SECTION

REPAIR LIMITS

(SAWCUT LINE)

AREA OF CRACKED/

DISTRESSED PAVEMENT

APPLY TACK TO FACE OF

SAWCUT EDGE

(TYP.)

6" T

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -D

.d w g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

WESTERN AIRPORTS

PAVEMENT DETAILS 6 8

W-D1

RUNWAY DESIGNATION MARKING 1

W-D2

20'

NOTES:

1. ALL LETTERS AND NUMERALS EXCEPT THE NUMBER ELEVEN

AS SHOWN ARE HORIZONTALLY SPACED 15' APART. THE

CENTER OF THE OUTER EDGES OF THE TWO NUMERALS IS

CENTERED ON THE RUNWAY PAVEMENT CENTERLINE.

2. THE NUMERAL 1, WHEN USED ALONE, CONTAINS A

HORIZONTAL BAR TO DIFFERENTIATE IT FROM THE RUNWAY

CENTERLINE MARKING.

7' 7'

20'

15'

10'

20'5' 5'

20'

2' 5'

20'

20'20'20'

20'

37'

27'

20'

318 SF 630 SF 638 SF

712 SF 475 SF 875 SF 800 SF

468 SF640 SF450 SF

602 SF 750 SF

SCALE: N.T.S.

CLOSING X 2

W-D2

W-D2N.T.S.

TAXIWAY CENTERLINE STIPING

MATCH EXISTING RADII

UNLESS OTHERWISE

DIRECTED

TAXIWAY CENTERLINE

6" YELLOW STRIPE

EDGE LINE

(IF EXISTING)

WHITE LINES,

WIDTH AS NOTED ON

PLANS

CENTERLINE

WIDTH

120' 80' 120'

W-D2N.T.S.

AND EDGE MARKINGS

RUNWAY CENTERLINE

NOTE:

ADJUST SPACING OF

STRIPES AT CENTER OF

RUNWAY AS DIRECTED..

20'

712 SF

800 SF

YELLOW

RUNWAY

(TYP)

N.T.S.

NOTES:

1. USE SAND BAGS OR OTHER METHODS

APPROVED BY THE ENGINEER TO

SECURE CLOSING CROSSES.

2. PLACE CLOSING "X" OVER RUNWAY

NUMERALS EXCEPT WHEN WORK IS ON

OR CROSSES THE NUMERALS. CLOSING

"X" MAY THEN BE TEMPORARILY PLACED

JUST OFF THE NUMERALS UNTIL THIS

PORTION OF THE WORK IS COMPLETED.

23'

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -D

G D

.d w g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

PMP REGION 1 - WESTERN AIRPORTS

PAVEMENT MARKING DETAILS 7 8

W-D2

N.T.S.

ARROW HEAD AND SHAFT 2

W-D3

45'

)1.

80'

120'

N.T.S.

HOLD LINE MARKINGS 1

W-D3

L C L

RUNWAY LC

DISTANCE

TO RUNWAY

CENTERLINE

WHITE (TYP)

RUNWAYCL

RUNWAY WIDTH # OF ARROW SPACING BETWEEN SPACING TO

RUNWAY EDGE

100' <100' 60'

< 60'

4 W/8 W/6 W/4

HEADS ARROW HEADS

W/4 W/3 W/2

N.T.S.

ARROWHEAD MARKINGS AT THRESHOLDS 4

W-D3

SPACING PER

TABLE BELOW

EDGE OF

PAVEMENT

12" GAP

TAXIWAY C STRIPE

(6" YELLOW)

TYP.

PAINTED YELLOW

10'

WHITE (TYP)

(TYP)

3' (T

(W)

3' GAP

(TYP)

W-D3N.T.S.

TAXIWAY LEAD-IN MARKINGS

6" YELLOW STRIPE

TAXIWAY LEAD-IN

MARKING

WHITE CENTERLINE STRIPE

(WIDTH VARIES)

RUNWAY

OREGON DEPARTMENT OF AVIATION

REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM

\P ro je ct s\

O re go n

D ep ar tm en t o f A vi at io n\

- P M

P R eg io n

D es ig n\

\W or ki ng

\W es te rn

P ac ka ge

\W -D

G D

.d w g

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

0" 1"

APPRBYNO. DATE REVISIONS

40097.131.01

DATE:

DECEMBER 2024

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

TDS

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/25

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

PMP REGION 4 - WESTERN AIRPORTS

PAVEMENT MARKING DETAILS 8 8

W-D3

PMP Region 1 - C - Western - 00000 - Cover

X_BLANK

PMP Region 1 - Western Airports - Plans

1 PROJECT LOCATION PLAN

2 VICINITY MAPS

3 MCMINNVILLE AIRPORT (MMV)

4 SEASIDE MUNICIPAL AIRPORT (56S)

5 TOLEDO STATE AIRPORT (5S4)

6 PAVEMENT DETAILS

7 PAVEMENT MARKING DETAILS

8 PAVEMENT MARKING DETAILS

File details come from the government source that posted it. Updated Jun 19, 2025.