00008283_Att C_Plans.pdf

PDF 3 MB Posted Nov 29, 2023

Attached to: ITB - PMP Region 4 - Eastern Airports
Solicitation number: S-10900-00008283
Issued by: Gilliam County, Barlow City, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of contract plans for an Oregon Department of Aviation pavement maintenance project at several eastern Oregon airports. The project covers pavement maintenance work such as crack sealing and patching at the Baker City, Grant County Regional, Joseph State, and La Grande airports. The plans provide details on the scope of work, phasing requirements, pavement sections, and pavement marking details for each airport. The project is part of the Oregon Department of Aviation's 2023 Pavement Maintenance Program for Region 4 - Eastern Airports.

The contract is being solicited through an Invitation to Bid process. The deadline for submitting bids is not specified in the plans. No information is provided on any pre-bid site visits, bidders conferences, award dates, or contract term and renewal options. The plans do not contain details on pricing, funding sources, set asides, or incumbent contractors.

View the file

Other files

File	Type	Posted
00008283_Att B_Technical Specifications.pdf	PDF	Nov 29, 2023
2023 PMP Pre bid attendees~1.docx	DOCX document	Nov 29, 2023
00008283_ITB.docx	DOCX document	Nov 29, 2023
35754_Evaluation Score Summary.pdf	PDF	Nov 29, 2023
00008283_Att A_Bid Schedule.pdf	PDF	Nov 29, 2023
Bid tab~4.xlsx	XLSX spreadsheet	Nov 29, 2023

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 4 – EASTERN 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

June 2023

Redmond Municipal- Roberts Field

Oakridge State

Crescent

State

McKenzie

Junction Santiam

Eagle Air Sisters

Chinook Lake Billy

Cascade Locks

Sandy River

Ken Jernstedt Airfield

State

Monument

Burns Municipal

Regional - Ogilvie Field

Grant County

Municipal

Miller Memorial Airpark

Municipal Ontario

Arlington Municipal

Condon State

Wasco State

Lexington

Baker City Municipal

Memaloose USFS

Enterprise Municipal

3rineville

Mulino State

Country Squire

Sunriver

Bend Municipal

Columbia Gorge Regional � 7he 'alles

Boardman

Eastern Regional At 3endleton

+ermiston Municipal

Madras Municipal

Joseph State La Grande � Union

County

OREGON DEPARTMENT OF AVIATION

PAVEMENT MAINTENANCE PROGRAM

PMP REGION 4 - EASTERN AIRPORTS

JUNE 2023

SHEET INDEX

SHT NO. DWG NO. TITLE

PROJECT LOCATION PLAN

VICINITY MAPS

BAKER CITY MUNICIPAL AIRPORT

GRANT COUNTY REGIONAL AIRPORT (GCD)

JOSEPH STATE AIRPORT (JSY)

LA GRANDE AIRPORT (LGD)

PAVEMENT DETAILS

PAVEMENT MARKING DETAILS

E-G1

E-G2

E-A1

E-A2

E-A3

E-A4

E-D1

E-D2

E-D3

OREGON DEPARTMENT OF AVIATION

2023 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\

O R

G \E as te rn P ac ka ge \E

-G

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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

PROJECT LOCATION PLAN 1 9

E-G1

AutoCAD SHX Text

AutoCAD SHX Text D E S C H U T E S

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

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

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

AutoCAD SHX Text C R O O K

AutoCAD SHX Text

AutoCAD SHX Text G R A N T

AutoCAD SHX Text

AutoCAD SHX Text B A K E R

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text U M A T I L L A

AutoCAD SHX Text W H E E L E R

AutoCAD SHX Text

AutoCAD SHX Text G I L L I A M

AutoCAD SHX Text

SHERMAN

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text M O R R O W

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text W A L L O W A

AutoCAD SHX Text

AutoCAD SHX Text U N I O N

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

SCALE: N.T.S.

BAKER CITY MUNICIPAL AIRPORT 1

E-2

SCALE: N.T.S.

JOSEPH STATE AIRPORT 3

E-2

SCALE: N.T.S.

GRANT COUNTY REGIONAL AIRPORT / JOHN DAY AIRPORT 2

E-2

SCALE: N.T.S.

LA GRANDE AIRPORT 4

E-2

OREGON DEPARTMENT OF AVIATION

2023 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\

O R

G \E as te rn P ac ka ge \E

-G

Y 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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

VICINITY MAPS 2 9

E-G2

Airport Ln

Pi er ce R d

BAKER CITY

AIRPORT

S AIRPORT LN

JOHN DAY

AIRPORT

JOSEPH

STATE

AIRPORT

LA GRANDE

AIRPORT

W A

R T

R D

I-8

Ai rw ay R d

W Wallowa Ave La Grande - Baker Hwy (OR 203)

SCALE: 1"=500'

BAKER CITY AIRPORT 1

E-A1

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 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.

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8 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:

AH17BA-01 2.75" AC, 2.5" AC, 15" AGG.

R17BA-01 2.75" AC, 2.5" AC, 15" AGG.

R17BA-02, 03 UNKNOWN AC, 2.5" AC, 15" AGG.

T01BA-01 2" AC, 12" CR. AGG.

T02BA-02 2" AC, 12" CR. AGG.

T03BA-01 4" AC, 6" CR. AGG., 22" SUBBASE

TA2BA-02 3" AC, 5" AGG. BASE, 19" SUBBASE

TBBA-02, 03 2" AC, 2" AC, 6" CR. AGG. BASE, 6" AGG. SUBBASE

TBBA-04 2.75 AC, 2.5" AC 15" AGG.

TCBA-01 3" AC, 5" AGG. BASE, 19" AGG. SUBBASE

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.

GENERAL NOTES:

250 0 250 500

SCALE OF FEET

SCALE: 1"=500'

LEGEND

A.C. CRACK SEAL, SEE DETAIL

A.C. PATCHING, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

E-D1

E-D2

OREGON DEPARTMENT OF AVIATION

2023 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\

O R

G \E as te rn P ac ka ge \E

-A

Ba ke 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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

BAKER CITY MUNICIPAL AIRPORT (BKE) 3 9

E-A1

AH17BA-01

CS - 600 LF

R17BA-01

CS - 3,186 LF

JR - 164 LF

R17BA-02

CS - 70 LF

R17BA-03

CS - 161 LF

13 31

TA2BA-02

CS - 327 LF

TCBA-01

CS - 265 LF

TBBA-04

CS - 990 LF

8 CBA

26A B C

TBBA-03

CS - 5,009 LF

TBBA-02

CS - 2,381 LF

JR - 148 LF

T01BA-01

CS - 589 LF

JR - 73 LF

ACP - 117 SF

T03BA-01

CS - 271 LF

JR - 9 LF

T02BA-02

CS - 338 LF

JR - 15 LF

AutoCAD SHX Text

TABA-01

AutoCAD SHX Text

R13BA-01

AutoCAD SHX Text

TABA-02

AutoCAD SHX Text

R17BA-04

AutoCAD SHX Text

R17BA-05

AutoCAD SHX Text

R17BA-06

AutoCAD SHX Text

R13BA-02

AutoCAD SHX Text

R13BA-03

AutoCAD SHX Text

TA1BA-01

AutoCAD SHX Text

TA1BA-02

AutoCAD SHX Text

TABA-07

AutoCAD SHX Text

T04BA-01

AutoCAD SHX Text

T05BA-01

AutoCAD SHX Text

TABA-06

AutoCAD SHX Text

A03BA-01

AutoCAD SHX Text

AGABA-01

AutoCAD SHX Text

AFUELBA-01

AutoCAD SHX Text

TA2BA-01

AutoCAD SHX Text

TABA-05

AutoCAD SHX Text

R08BA-09

AutoCAD SHX Text

R08BA-08

AutoCAD SHX Text

R08BA-07

AutoCAD SHX Text

R08BA-06

AutoCAD SHX Text

R08BA-05

AutoCAD SHX Text

R08BA-03

AutoCAD SHX Text

R08BA-04

AutoCAD SHX Text

R08BA-02

AutoCAD SHX Text

R08BA-01

AutoCAD SHX Text

TABA-03

AutoCAD SHX Text

TABA-04

AutoCAD SHX Text

TBBA-01

AutoCAD SHX Text

A03BA-01

AutoCAD SHX Text

AFBOBA-01

AutoCAD SHX Text

A01BA-01

AutoCAD SHX Text

A01BA-03

AutoCAD SHX Text

A01BA-02

A02BA-01

GRANT COUNTY REGIONAL AIRPORT

JOHN DAY 1

E-A2

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 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.

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8 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:

A01JD-01 2" AC, 6" CR. AGG. BASE, 30" SUBBASE

A02JD-01 2" AC, 4" CR. AGG. BASE, 30" SUBBASE

AH09JD-01 2" AC, 4" CR. AGG. BASE, 9" AGG. SUBBASE

R09JD-01, 02 2" AC, 6" AGG. BASE, 30" AGG. SUBBASE

T04JD-01, 02

T05JD-01 2" AC, 4" CR. AGG. BASE, 30" AGG. SUBBASE

T06JD-01

T06JD-02 2.4" AC, 2" AC, 7" CR. AGG.

T07JD-01 2" AC, 4" CR. AGG. BASE, 30" AGG. SUBBASE

T07JD-02 2.4" AC, 2" AC, 7" CR. AGG.

T10JD-01 2.4" AC, 6" CR. AGG. BASE, 12" CR. AGG. SUBBASE

T11JD-01 2.4" AC, 6" CR. AGG. BASE, 12" CR. AGG. SUBBASE

TA1JD-01 2" AC, 6" CR. AGG. BASE, 30" AGG. SUBBASE

TA2JD-01 2" AC, 4" CR. AGG. BASE, 30" AGG. SUBBASE

TA2JD-02 2.5" AC, 6" AGG. BASE, 30" STRUCTURAL FILL

TA5JD-01 2" AC, 4" CR. AGG. BASE, 30" AGG. SUBBASE

TA6JD-01 2" AC, 6" CR. AGG. BASE, 30" AGG. SUBBASE

TAJD-01 2" AC, 6" CR. AGG. BASE, 30" AGG. SUBBASE

TAJD-02, 03 2" AC, 4" CR. AGG. BASE, 30" AGG. SUBBASE

TC1/CDJD-01 2" AC, 6" CR. AGG. BASE, 30" AGG. SUBBASE

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.

GENERAL NOTES:N

250 0 250 500

SCALE OF FEET

SCALE: 1"=500'

LEGEND

A.C. CRACK SEAL, SEE DETAIL

A.C. PATCHING, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

E-D1

E-D2

OREGON DEPARTMENT OF AVIATION

2023 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\

O R

G \E as te rn P ac ka ge \E

-A

G ra nt C ou nt y.

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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

GRANT COUNTY REGIONAL AIRPORT (GCD) 4 9

E-A2

TA2JD-01

CS - 395 LF

R09JD-01

CS - 1,989 LF

JR - 185 LF

TC1/C2JD-01

CS - 1,260 LF

JR - 145 LF

TA1JD-01

CS - 28 LF

JR - 52 LF

TAJD-01

CS - 256 LF

JR - 75 LF

TA2JD-02

CS - 78 LF

TAJD-02

CS - 2,432 LF

T11JD-01

CS - 278 LF

T10JD-01

CS - 316 LF

TA6JD-01

CS - 133 LF

TAJD-03

CS - 189 LF

JR - 123 LF

TA5JD-01

CS - 496 LF

A01JD-01

CS - 166 LF

JR - 530

T06JD-01

CS - 45 LF

T05JD-01

CS - 60 LF

T04JD-01

CS - 163 LF

T06JD-02

CS - 21 LF

T04JD-02

CS - 198 LF

A02JD-01

CS - 3,349 LF

JD - 324 LF

35 17

R09JD-02

CS - 589 LF

AH09JD-01

CS - 506 LF

ACP 6' x 7'

T07JD-01

CS - 44 LF

T07JD-02

CS - 42 LF

AutoCAD SHX Text

R17JD-01

AutoCAD SHX Text

R17JD-02

AutoCAD SHX Text

R17JD-03

AutoCAD SHX Text

TC3JD-01

AutoCAD SHX Text

TB3JD-01

AutoCAD SHX Text

TC4JD-01

AutoCAD SHX Text

TA3JD-01

AutoCAD SHX Text

A03JD-01

AutoCAD SHX Text

T08JD-01

AutoCAD SHX Text

T05JD-02

AutoCAD SHX Text

A01JD-02

AutoCAD SHX Text

T03JD-02

AutoCAD SHX Text

T03JD-01

AutoCAD SHX Text

AHELIJD-02

AutoCAD SHX Text

AHELIJD-01

AH09JD-02

JOSEPH STATE AIRPORT 1

E-A3

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.

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8

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:

R15JO-01 2.5" AC, 4" CR. AGG. BASE, 9" SUBBASE

TA3JO-01 2" AC, 6" CR. AGG.

TAJO-02 2" AC, 6" CR. AGG.

5. NO RECORD DATA WAS AVAILABLE FOR THE FOLLOWING

EXISTING PAVEMENT SECTIONS:

A03JO-01

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.

GENERAL NOTES:

250 0 250 500

SCALE OF FEET

SCALE: 1"=500'

LEGEND

A.C. CRACK SEAL, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

E-D1

E-D2

OREGON DEPARTMENT OF AVIATION

2023 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\

O R

G \E as te rn P ac ka ge \E

-A

Jo se ph .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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

JOSEPH STATE AIRPORT (JSY) 5 9

E-A3

TAJO-02

CS - 4,518 LF

JR - 178 LF

TA3JO-01

CS - 250 LF

R15JO-01

CS - 6,391 LFA03JO-01

CS - 233 LF

AutoCAD SHX Text

A01JO-01

AutoCAD SHX Text

A02JO-01

AutoCAD SHX Text

TAJO-01

AutoCAD SHX Text

TA2JO-01

AutoCAD SHX Text

TA4JO-01

AutoCAD SHX Text

TAJO-03

AutoCAD SHX Text

TA5JO-01

AutoCAD SHX Text

A03JO-03

AutoCAD SHX Text

A03JO-02

TA1JO-01

LA GRANDE AIRPORT 1

E-A4

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 1

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.

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8 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:

A01LG-02 3" AC, UNKNOWN AC, UNKNOWN BASE

A01LG-07 3" AC, UNKNOWN AC, 2" AC, 10" AGG.

A01LG-09 3" AC, UNKNOWN AC, UNKNOWN BASE

AHTCLG-01 9" AC, 4" AGG. BASE, 5" AGG. SUBBASE

TALG-01 2.5" AC, 5" AC, 7" CR. AGG. BASE, 12" AGG. SUBBASE

TALG-02 5" AC, 7" CR. AGG. BASE, 12" AGG. SUBBASE

TALG-03 3" AC, 4" AC, 2" AC, 4" AGG. BASE, 4.5 " AGG.

SUBBASE

TBLG-01 3.5" AC, UNKNOWN AC, AGG. BASE, AGG. SUBBASE

TC2LG-01, 02 9" AC, 4" CR. AGG. BASE, 5" AGG. SUBBASE

TCLG-05 9" AC, 4" CR. AGG. BASE, 5" AGG. SUBBASE

5. NO RECORD DATA WAS AVAILABLE FOR THE FOLLOWING EXISTING

PAVEMENT SECTIONS:

A01LG-10

A01LG-11

TBLG-02

TCLG-01, 02, 03

GENERAL NOTES:

250 0 250 500

SCALE OF FEET

SCALE: 1"=500'

LEGEND

A.C. CRACK SEAL, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

E-D1

E-D2

OREGON DEPARTMENT OF AVIATION

2023 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\

O R

G \E as te rn P ac ka ge \E

-A

La G ra nd e.

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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

LA GRANDE AIRPORT (LGD) 6 9

E-A4

A01LG-11

CS - 2,896 LF

A01LG-10

CS - 5,085 LF

A01LG-07

CS - 650 LF

TALG-03

CS - 4,195 LF

TALG-01

CS - 234 LF

TALG-02

CS - 1,351 LF

A01LG-09

CS - 628 LF

A01LG-02

CS - 384 LF

JR - 11 LF

TCLG-01

CS - 508 LFTBLG-02

CS - 1,556 LF

JR - 27 LF

TBLG-01

CS - 437 LF

TCLG-02

CS - 255 LF

TCLG-03

CS - 706 LF

JR - 36 LF

TCLG-05

CS - 410 LF

AHTCLG-01

CS - 88 LF

TC2LG-02

CS - 401 LF

TC2LG-01

CS - 269 LF

AutoCAD SHX Text

TDLG-01

AutoCAD SHX Text

TDLG-02

AutoCAD SHX Text

TDLG-03

AutoCAD SHX Text

R16LG-03

AutoCAD SHX Text

TALG-01

AutoCAD SHX Text

AHTALG-01

AutoCAD SHX Text

TALG-04

AutoCAD SHX Text

A01LG-08

AutoCAD SHX Text

A01LG-06

AutoCAD SHX Text

A01LG-05

AutoCAD SHX Text

A01LG-04

AutoCAD SHX Text

A01LG-03

AutoCAD SHX Text

A01LG-01

AutoCAD SHX Text

R16LG-02

AutoCAD SHX Text

TBLG-03

AutoCAD SHX Text

R16LG-01

AutoCAD SHX Text

TA1LG-01

AutoCAD SHX Text

R12LG-01

AutoCAD SHX Text

R12LG-02

AutoCAD SHX Text

R12LG-03

AutoCAD SHX Text

TC1LG-01

AutoCAD SHX Text

TC1LG-02

AutoCAD SHX Text

TCLG-04

TDLG-04

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 EXCESS

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.

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 (MIN. 2 LIFTS).

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.

2. FOR HMAC SECTIONS GREATER THAN 5".

BASE LIFTS MUST BE A MAXIMUM OF 3"

NOMINAL THICKNESS.

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

2023 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\

O R

G \E as te rn P ac ka ge \E

-D

T 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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

PAVEMENT DETAILS 7 9

E-D1

RUNWAY DESIGNATION MARKING 1

E-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'

SCALE: N.T.S.

TIE DOWN PAINTING DETAILS

E-D2

24'

TIE DOWN ANCHORS

(TYP.)

MIN. 4" WIDE YELLOW

PAINT STRIPE. MATCH

EXISTING WIDTH (TYP.)

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

E-D2

E-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'

E-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

2023 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\

O R

G \E as te rn P ac ka ge \E

-D

T M

N G

.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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

PAVEMENT MARKING DETAILS 8 9

E-D2

150' 20'

R U

N W

H O

) RUNWAY

3' (T

10'

RUNWAY WIDTH TOTAL NUMBER

OF STRIPES

60 FT

75 FT

100 FT

150 FT

200 FT

N.T.S.

HOLD LINE MARKINGS 2

E-D3

N.T.S.

THRESHOLD MARKINGS 1

E-D3

L C L

RUNWAY LC

DISTANCE

TO RUNWAY

CENTERLINE

EDGE OF

PAVEMENT

12" GAP

TAXIWAY C STRIPE

(6" YELLOW)

TYP.

PAINTED YELLOW

NUMBER OF THRESHOLD MARKING

STRIPES RELATED TO RUNWAY

WIDTH - SEE TABLE BELOW

SIDE STRIPE

3' WIDE (WHITE)

(TYP)

EDGE OF RUNWAY

(TYP)

WHITE (TYP)

WHITE

(TYP)

3' (T

SCALE: N.T.S.

AIMING POINT 4

E-D3

WHITE STRIPE

NOTES:

1. MATCH EXISTING LAYOUT UNLESS

DIRECTED OTHERWISE.

MATCH PREVIOUS

WIDTH

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.

3' GAP

(TYP)

E-D3N.T.S.

TAXIWAY LEAD-IN MARKINGS

6" YELLOW STRIPE

TAXIWAY LEAD-IN

MARKING

WHITE CENTERLINE STRIPE

(WIDTH VARIES)

RUNWAY

OREGON DEPARTMENT OF AVIATION

2023 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\

O R

G \E as te rn P ac ka ge \E

-D

T M

N G

.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

40097.121.01

DATE:

JUNE 2023

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 - EASTERN AIRPORTS

PAVEMENT MARKING DETAILS 9 9

E-D3

PMP Region 4 - C - Eastern - 00000 - Cover

Region 4 - Eastern package

1 PROJECT LOCATION PLAN

2 VICINITY MAPS

3 BAKER CITY MUNICIPAL AIRPORT (BKE)

4 GRANT COUNTY REGIONAL AIRPORT (GCD)

5 JOSEPH STATE AIRPORT (JSY)

6 LA GRANDE AIRPORT (LGD)

7 PAVEMENT DETAILS

8 PAVEMENT MARKING DETAILS

9 PAVEMENT MARKING DETAILS

	2023-06-27T21:01:54-0700
James A Kirby

	2023-06-27T21:02:24-0700
James A Kirby

	2023-06-27T21:02:51-0700
James A Kirby

	2023-06-27T21:03:16-0700
James A Kirby

	2023-06-27T21:03:44-0700
James A Kirby

	2023-06-27T21:04:08-0700
James A Kirby

	2023-06-27T21:04:37-0700
James A Kirby

	2023-06-27T21:05:05-0700
James A Kirby

	2023-06-27T21:05:41-0700
James A Kirby

File details come from the government source that posted it. Updated Apr 3, 2024.