00008116_Att C_Plans.pdf

PDF 4 MB Posted Nov 29, 2023

Attached to: ITB - PMP Region 3 - Southern Airports
Solicitation number: S-10900-00008116
Issued by: Jackson County, Cheshire CDP, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains the contract documents for the Oregon Department of Aviation Pavement Maintenance Project PMP Region 3 - Southern Airports. The project involves pavement maintenance work at the Chiloquin State, Christmas Valley, Lake County, and Malin airports, including crack sealing, pavement patching, and pavement marking. The work is to be completed in June 2023. The document provides site-specific details, phasing requirements, pavement details, and pavement marking details for each airport. Runway, taxiway, and apron closures are outlined, and the contractor is required to coordinate work with the owner and engineer. No record of pricing terms, set-asides, incumbents, funding sources, or other salient information is provided in this document.

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File	Type	Posted
Bid tab~3.xlsx	XLSX spreadsheet	Nov 29, 2023
00008116_ITB.docx	DOCX document	Nov 29, 2023
ITBAttD - Bid Submittal Form~2.pdf	PDF	Nov 29, 2023
2023 PMP Pre bid attendees~2.docx	DOCX document	Nov 29, 2023
00008116_Att A_Bid Schedule.pdf	PDF	Nov 29, 2023
00008116_Att B_Technical Specifications.pdf	PDF	Nov 29, 2023

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CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

PAVEMENT MAINTENANCE PROJECT

PMP REGION 3 – SOUTHERN 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

State Prospect

Klamath Falls

Myrtle Creek Municipal

Cottage

State Toketee

Grove State Oakridge State

Beaver Marsh

Lake

USFS

Silver

State Lake

Crescent

State Bridge

State

McKenzie

State Lebanon

Albany Municipal

Junction Santiam

Davis

Eagle Air Sisters

Chinook Lake Billy

Lenhardt

Salem McNary Field

Monument

Paisley

Alkali Lake State

Municipal

Bend Municipal

Sunriver

Pinehurst State

Ashland Municipal

Christmas 9alley

ChiloTuin State

Malin Lake County

Prineville

Madras Municipal

SHEET INDEX

SHT NO. DWG NO. TITLE

PROJECT LOCATION PLAN

VICINITY MAPS

CHILOQUIN STATE AIRPORT

CHRISTMAS VALLEY AIRPORT

LAKE COUNTY AIRPORT

MALIN AIRPORT

PAVEMENT DETAILS

PAVEMENT MARKING DETAILS

PAVEMENT MARKING DETAILS II

S-1

S-2

S-A1

S-A2

S-A3

S-A4

S-D1

S-D2

S-D3

OREGON DEPARTMENT OF AVIATION

PAVEMENT MAINTENANCE PROGRAM

PMP REGION 3 - SOUTHERN AIRPORTS

JUNE 2023

PMP REGION 3 - SOUTHERN AIRPORTS

PROJECT LOCATION PLAN

S-1

1 9

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

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

40097.109.01

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

AWG

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

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 M A R I O N

AutoCAD SHX Text

AutoCAD SHX Text J A C K S O N

AutoCAD SHX Text

AutoCAD SHX Text K L A M A T H

AutoCAD SHX Text

AutoCAD SHX Text D O U G L A S

AutoCAD SHX Text

AutoCAD SHX Text L A N E

AutoCAD SHX Text

AutoCAD SHX Text L I N N

AutoCAD SHX Text

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 L A K E

AutoCAD SHX Text

AutoCAD SHX Text H A R N E Y

AutoCAD SHX Text C R O O K

AutoCAD SHX Text

AutoCAD SHX Text G R A N T

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AutoCAD SHX Text W H E E L E R

AutoCAD SHX Text

SCALE: N.T.S.

CHRISTMAS VALLEY AIRPORT 2

S-2

SCALE: N.T.S.

CHILOQUIN STATE AIRPORT 1

S-2

PMP REGION 3 - SOUTHERN AIRPORTS

VICINITY MAPS

S-2

2 9

The Dalles California Hwy 97

Chil oq uin H wy 4

Chiloquin Hwy 422

SCALE: N.T.S.

LAKE COUNTY AIRPORT 3

S-2

Airport Rd

Christmas Valley-Wagontire Rd

C om et L n

Ai rp or t R d

C ou nt y

H w y 1-

SCALE: N.T.S.

MALIN AIRPORT 4

S-2

St at e Li ne R d

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

- V

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

40097.109.01

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

AWG

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

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

(C H

Q U

).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

40097.109.01

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

AWG

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 3 - SOUTHERN AIRPORTS

CHILOQUIN STATE AIRPORT (2S7)

S-A1

PHASING NOTES:

STRIPING NOTES:

SCALE: 1" = 300'

CHILOQUIN STATE AIRPORT 1

S-A1

LEGEND

CRACK SEAL

CLOSING X SEE DETAIL

BARRICADE LOCATION

GENERAL NOTES:

150 0 150 300

SCALE OF FEET

SCALE: 1"=300'

S-D3

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 122.9. PERFORM

RADIO CHECK PRIOR TO ENTERING AIRPORT.

2. PHASING OF CRACK SEAL REQUIRED TO KEEP FACILITY OPEN TO

GREATEST EXTENT 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 EXISTING PAVEMENT

SECTIONS:

ASHOLDCH-01

ANHOLDCH-02

R17CH-01

R17CH-02

T01CH-01

THGRCH-01

THGRCH-03 2" AC, 13" AGG. BASE

THGRCH-04

1. CONFIRM PAVEMENT MARKING PLAN WITH ENGINEER PRIOR TO

WORK.

2. REMOVE EXISTING PAVEMENT MARKINGS PRIOR TO SLURRY SEAL

(PER SPECIFICATION P-620)

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

RUNWAY DESIGNATION # 17 793 SF

RUNWAY CENTERLINE (12") 1904 SF

RUNWAY DESIGNATION # 35 1383 SF

THRESHOLD BAR 600 SF

ARROWHEAD SHAFT 240 SF

ARROWHEAD 660 SF

LEAD-IN 5 SF

4. TAXIWAY/TAXILANE (RESTRIPE) TO INCLUDE:

HOLD LINE 147 SF

CHILOQUIN DESIGNATION 885 SF

5. APRON (RESTRIPE) TO INCLUDE:

HOLD LINE 300 SF

TIE DOWN(S) (1) 13 SF

R17CH-02

CS - 2,702 LF

JR - 206 LF

ASHOLDCH-02

CS - 66 LF

ASHOLDCH-01

CS - 315 LF

JR - 21 LF

T01CH-01

CS - 34 LF

JR - 87 LF

T01CH-02

CS - 64 LF

A01CH-01

CS - 229 LF

THGRCH-02

CS - 52 LF

THGRCH-01

CS - 693 LF

JR - 112 LF

THGRCH-03

CS - 160 LF

JR - 151 LF

THGRCH-04

CS - 61 LF

JR - 140 LF

R17CH-01

CS - 266 LF

JR - 109 LF

ANHOLDCH-01

CS - 124 LF

JR - 128 LF

ANHOLDCH-02

CS - 100 LF

JR - 19 LF

2.5" AC, 4" CRUSHED AGG. BASE,

GEOTEXTILE, 6" PULVERIZED SUBBASE,

7" CRUSHED AGG., GEOTEXTILE.

PMP REGION 3 - SOUTHERN AIRPORTS

CHRISTMAS VALLEY AIRPORT (62S)

S-A2

PHASING NOTES:

SCALE: 1" = 500'

CHRISTMAS VALLEY AIRPORT 1

S-A3

LEGEND

CRACK SEAL, SEE DETAIL

CLOSING X SEE DETAIL

BARRICADE LOCATION

S-D1

S-D3

GENERAL NOTES:

250 0 250 500

SCALE OF FEET

SCALE: 1"=500'

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 DAY.

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 EXISTING PAVEMENT

SECTIONS:

A01CV-01 2" AC, 5" AGG. BASE, 9" SUBBASE, GEOTEXTILE

T02CV-02

T05CV-01

T05CV-02

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

(C H

.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

40097.109.01

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

AWG

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

A01CV-01

CS - 1,757 LF

JR - 21 LF

T02CV-02

CS - 86 LF

JR - 60 LF

T03CV-02

CS - 82 LFT03CV-01

CS - 48 LF

T04CV-02

CS - 129 LF

T01CV-01

CS - 196 LF T05CV-01

CS - 513 LF

JR - 275 LF

T05CV-02

CS - 165 LF

JR - 117 LF

BST, 2.5" COLD MIX, 3.25" STABILIZED BASE, 2"

T05CV-02 CRUSHED AGG.

AutoCAD SHX Text

AFBOCV-01

AutoCAD SHX Text

TFBOCV-01

AutoCAD SHX Text

T02CV-01

AutoCAD SHX Text

T04CV-01

R07CV-01

LAKE COUNTY AIRPORT (LKV)

S-A3

PHASING NOTES:

STRIPING NOTES:

SCALE: 1" = 600'

LAKE COUNTY AIRPORT 1

S-A3

LEGEND

CRACK SEAL, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

S-D1

300 0 300 600

SCALE OF FEET

SCALE: 1"=600'

GENERAL NOTES:

1. CONFIRM PAVEMENT MARKING PLAN WITH ENGINEER PRIOR TO

WORK.

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

RUNWAY CENTERLINE (18") 1080 SF

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

CENTERLINE (6") 33 SF

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 EXISTING PAVEMENT

SECTIONS:

TC1LA-01 3" AC, 4" CRUSHED AGG. BASE, 11" AGG.

SUBBASE, GEOTEXTILE

5. NO RECORD DATA WAS AVAILABLE FOR THE FOLLOWING EXISTING

PAVEMENT SECTIONS:

TC1LA-02

S-D3

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

E C

O U

).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

40097.109.01

DATE:

JUNE 2023

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

SHEET NO.

DRAWING NO.

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX

TDS

AWG

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

R17LA-01

CS - 3,693 LF

ANRUNUPLA-01

CS - 236 LF

ASRUNUPLA-01

CS - 318 LF

TC1LA-02

CS - 242 LF

JR - 118 LF

TC1LA-01

CS - 50 LF

JR = 34LF

AutoCAD SHX Text

TBLA-03

AutoCAD SHX Text

TBLA-04

AutoCAD SHX Text

TALA-03

AutoCAD SHX Text

A04LA-01

AutoCAD SHX Text

A03LA-01

AutoCAD SHX Text

T04LA-01

AutoCAD SHX Text

A02LA-04

AutoCAD SHX Text

A02LA-03

AutoCAD SHX Text

T03LA-01

AutoCAD SHX Text

A02LA-01

AutoCAD SHX Text

A02LA-02

AutoCAD SHX Text

TALA-02

AutoCAD SHX Text

T02LA-01

AutoCAD SHX Text

A01LA-01

AutoCAD SHX Text

TALA-01

AutoCAD SHX Text

TC2LA-01

AutoCAD SHX Text

TBLA-01

TBLA-02

MALIN AIRPORT (4S7)

S-A4

PHASING NOTES:

STRIPING NOTES:

SCALE: 1" = 300'

MALIN AIRPORT 1

S-A4

150 0 150 300

SCALE OF FEET

SCALE: 1"=300'

GENERAL NOTES:

1. CONFIRM PAVEMENT MARKING PLAN WITH ENGINEER PRIOR TO

WORK.

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

THRESHOLD 10 SF

CHEVRON 144 SF

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

MALIN DESIGNATION 387 SF

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 7 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 122.9. 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 SECTIONS:

A01ML-01

R14ML-01

T01ML-01

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

).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

40097.109.01

DATE:

JUNE 2023

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

SHEET NO.

DRAWING NO.

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130

503.639.2710 FAX

TDS

AWG

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

R14ML-01

CS - 2,807 LF

JR - 1,117 LF

A01ML-01

CS - 610 LF

JR - 489 LF

T01ML-01

CS - 84 LF

JR - 127 LF

A.C. CRACK SEAL, SEE DETAIL

CLOSING X, SEE DETAIL

BARRICADE LOCATION

S-D1

S-D2

LEGEND

A01ML-02

RUNWAY

RUNWAY LC

A.C. CRACK SEAL 1

S-D1

ROUTE AND CLEAN CRACKS AND FILL WITH

RUBBERIZED ASPHALT CRACK SEALANT IN MIN.

OF TWO LIFTS

SCALE: N.T.S.

A.C. PATCHING 2

S-D1

SCALE: N.T.S.

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

S-D1

SECTION

12" WIDE

APPLY TACK TO FACE OF

SAWCUT OR MILLED EDGE

(TYP.)

PLAN

REPAIR LIMITS

(SAWCUT LINE OR

ROTOMILLED EDGE)

WIDE CRACKS WITH

SECONDARY DISTRESSES

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.

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.

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

PMP REGION 3 - SOUTHERN AIRPORTS

PAVEMENT DETAILS

S-D1

7 9

NOTES:

1. VERIFY CRACKS FOR CLEANING AND FILLING WITH ENGINEER

PRIOR TO WORK

2. 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.

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

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

40097.109.01

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

AWG

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

OREGON DEPARTMENT OF AVIATION

2021 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

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

40097.090.01

DATE:

JUNE 2021

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

AS SHOWN

PORTLAND OFFICE

5331 SW MACADAM AVE., #287

PORTLAND, OR 97239

503.419.2130

503.639.2710 FAX SHEET NO.

DRAWING NO.

JMW

BMV

JAK

IST

ERED PROFESSIONALE

N G I N E E R

65566PE

OREGON

EXPIRES: 06/30/23

JAN 10 , 2006

JAMES A . KIRBY JR.

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

PMP REGION 3 - SOUTHERN AIRPORTS

PAVEMENT MARKING DETAILS

S-D2

24'

TIE DOWN ANCHORS

(TYP.)

MIN. 4" WIDE YELLOW

PAINT STRIPE. MATCH

EXISTING WIDTH (TYP.)

S-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'

S-D2N.T.S.

AND EDGE MARKINGS

RUNWAY CENTERLINE

NOTE:

ADJUST SPACING OF

STRIPES AT CENTER OF

RUNWAY AS DIRECTED..

N.T.S.

HOLD LINE MARKINGS 5

S-D2

L C L

RUNWAY LC

DISTANCE

TO RUNWAY

CENTERLINE

EDGE OF

PAVEMENT

12" GAP

TAXIWAY C STRIPE

(6" YELLOW)

TYP.

PAINTED YELLOW

(TYP)

3' (T

3' GAP

(TYP)

S-D2N.T.S.

TAXIWAY LEAD-IN MARKINGS

6" YELLOW STRIPE

TAXIWAY LEAD-IN

MARKING

WHITE CENTERLINE STRIPE

(WIDTH VARIES)

RUNWAY

8 9

S-D2N.T.S.

TIE DOWN PAINTING DETAILS

PAVEMENT MARKING DETAILS II

S-D3

RUNWAY NUMERALS 1

S-D3

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 3

S-D3

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'

9 9

N.T.S.

ARROW HEAD 2

S-D3

OREGON DEPARTMENT OF AVIATION

2022 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\

- 2

P M

P D es ig n\ C

W O

N G

\S ou th er n\ S-

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

40097.109.01

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

AWG

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

45'

)1.

80'

120'

PMP Region 3 - C - Southern - 00000 - Cover

2022 PMP Southern Plan Set

1 S-1 COVER - S-1

2 S-2 - VICINITY MAPS - S-2

3 S-A1 - (CHILOQUIN) - S-A1

4 S-A2 - (CHRISTMAS VALLEY) - Layout1

5 S-A3 - (LAKE COUNTY) - Layout1

6 S-A4 - (MALIN) - Layout1

7 S-D1 PAVEMENT DETAILS - S-D1

8 S-D2 PAVEMENT MARKING DETAILS - S-D2

9 S-D3 PAVEMENT MARKING DETAILS II - S-D3

	2023-06-27T21:12:04-0700
James A Kirby

	2023-06-27T21:12:28-0700
James A Kirby

	2023-06-27T21:12:52-0700
James A Kirby

	2023-06-27T21:13:16-0700
James A Kirby

	2023-06-27T21:13:58-0700
James A Kirby

	2023-06-27T21:14:23-0700
James A Kirby

	2023-06-27T21:14:41-0700
James A Kirby

	2023-06-27T21:15:03-0700
James A Kirby

	2023-06-27T21:15:21-0700
James A Kirby

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