PMP Region 1 - Eastern Airports - Attachment C.pdf
PDF 2 MB Posted
- Attached to
- ITB - PMP Region 1 - Eastern Airports
- Solicitation number
- S-10900-00014077
- Issued by
- Clackamas County, Moro City, Oregon
About this file
The document is a set of contract documents for the Oregon Department of Aviation's Pavement Maintenance Program (PMP) for Region 1 - Eastern Airports, prepared by Century West Engineering in March 2025. The project involves pavement maintenance and marking work at three specific airports: Ken Jernstedt Airfield in Hood River, Mulino State Airport, and Stark's Twin Oaks Airpark. The plans detail specific maintenance activities including crack sealing, asphalt patching, and pavement marking for various sections of taxiways, runways, and aprons at these airports. The project includes precise specifications for work areas, phasing requirements, and detailed marking and repair techniques, with careful instructions for coordinating airport operations during maintenance.
The contract documents provide comprehensive technical details for maintenance work, including specific quantities of crack sealing (ranging from approximately 39 to 2,600 linear feet across different areas), asphalt patching (around 276 square feet), and precise painting and marking requirements. Each airport has unique specifications, with work to be performed using specific techniques such as pre-emergent herbicide application, careful barricading of work areas, and coordination with airport management. The documents emphasize minimizing airport disruption, with phasing notes specifying that work should keep facilities open to the greatest extent possible and that runway closures should not exceed 1-2 days total. The project appears to be funded through the Oregon Department of Aviation's regional maintenance program, with work scheduled for implementation in March 2025.
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CONTRACT DOCUMENTS
FOR
OREGON DEPARTMENT OF AVIATION
PAVEMENT MAINTENANCE PROJECT
PMP REGION 1 – 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
March 2025
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
N
PAVEMENT MAINTENANCE PROGRAM
PMP REGION 1 - EASTERN AIRPORTS
MARCH 2025
SHEET INDEX
SHT NO. DWG NO. TITLE
PROJECT LOCATION PLAN
VICINITY MAPS
KEN JERNSTEDT AIRPORT / HOOD RIVER
MULINO STATE AIRPORT
STARK'S TWIN OAKS AIRPARK
STARK'S TWIN OAKS AIRPARK - ADD ALT.
PAVEMENT DETAILS
PAVEMENT MARKING DETAILS
PAVEMENT MARKING DETAILS
E-G1
E-G2
E-C1
E-C2
E-C3
E-C4
E-D1
E-D2
E-D3
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
\E as te rn
P ac ka ge
\E -G
C
O
VE
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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
PROJECT LOCATION PLAN 1 9
E-G1
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INTERSTATE
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MULINO
STATE
AIRPORT
SCALE: N.T.S.
KEN JERNSTEDT AIRFIELD 1
E-2
SCALE: N.T.S.
MULINO STATE AIRPORT 2
E-2
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
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\W or ki ng
\E as te rn
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\E -G
VI
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IN
IT
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AP
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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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
VICINITY MAPS 2 9
E-G2
S Mulino Road
N
KEN
JERNSTEDT
AIRFIELD
N
Tu ck er R oa d
Access
Access
I-5
S Ai rp or t R oa d
Airport Drive
Ai r M us eu m R oa d
Landing Way
C as ca de
H ig hw ay
SCALE: N.T.S.
STARK'S TWIN OAKS AIRPARK 3
E-2
TWIN OAKS
AIRPARK
N
SW River Road
Access
07 25
N
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
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KE
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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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
KEN JERNSTEDT AIRFIELD (4S2) - HOOD RIVER 3 9
E-C1
SCALE: 1" = 400'
KEN JERNSTEDT AIRFIELD - HOOD RIVER 1
E-C1
GENERAL NOTES:
PHASING NOTES:
1. BARRICADE LOCATIONS FOR TAXIWAY AND APRON WORK SHALL
BE DETERMINED IN THE FIELD.
2. 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.
3. 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.
4. VERIFY STAGING AREA LOCATION WITH THE ENGINEER PRIOR TO
USE.
LEGEND
A.C. CRACK SEAL, SEE DETAIL
AC PATCHING, SEE DETAIL
0200 200 400
SCALE OF FEET
SCALE: 1"=400'
A05-01
CS - 2,600 LF
JR - 600 LF
ACP - 276 SF
10'x12'
12'x13'
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:
A05-01 2" AC, 7" CR. AGG.
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.
E-D1
E-D1
AutoCAD SHX Text A01-02
AutoCAD SHX Text A01-01
AutoCAD SHX Text A01-03
AutoCAD SHX Text A01-05
AutoCAD SHX Text A01-04
AutoCAD SHX Text A01-06
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TA2-01
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TA1-01
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TA3-01
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TA-01
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TB2-01
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TB1-01
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TB-01
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H
AN
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AR
H
AN
G
AR
N
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
\E as te rn
P ac ka ge
\E -C
M
U
LI
N 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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
MULINO STATE AIRPORT (4S9) 4 9
E-C2
STRIPING NOTES:
1. CONFIRM PAVEMENT MARKING PLAN WITH ENGINEER PRIOR
TO WORK.
2. TAXIWAY/TAXILANE MARKING (RESTRIPE) TO INCLUDE:
CENTERLINE (6")
SCALE: 1" = 400'
MULINO STATE AIRPORT 1
E-C2
GENERAL NOTES:
PHASING NOTES:
914 SF
0200 200 400
SCALE OF FEET
SCALE: 1"=400'
TA-02
CS - 4,497 LF
JR - 293 LF
THANG-04
CS - 838 LF
JR - 26 LF
TA-04
CS - 3,942 LF
JR - 120 LF
TLANE-01
CS - 361 LF
JR - 149 LF
TLANE-03
CS - 487 LF
JR - 36 LF
TLANE-02
CS - 578 LF
LEGEND
A.C. CRACK SEAL, SEE DETAIL
E-D1
THANG-03
CS - 791 LF
JR - 47 LF
1. AIRPORT USES UNICOM RADIO FREQUENCY OF 123.05
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:
TA-02 2" AC, 8" CR. AGG. BASE
TA-04 2" AC, 8" CR. AGG. BASE
THANG-03 2" AC, 8" CR. AGG. BASE
THANG-04 2" AC, 8" CR. AGG. BASE
TLANE-01 2" AC, 14" CR. AGG. BASE
TLANE-03 2" AC, 14" CR. AGG. BASE
1. BARRICADE LOCATIONS FOR TAXIWAY AND APRON WORK SHALL
BE DETERMINED IN THE FIELD.
2. 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.
3. 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.
4. VERIFY STAGING AREA LOCATION WITH THE ENGINEER PRIOR TO
USE.
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TA1-01
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TA1-01
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TA1-01
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TA3-01
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TA3-02
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THANG-02
AHANG-01
02 20
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
\E as te rn
P ac ka ge
\E -C
ST
AR
KS
.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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
STARK'S TWIN OAKS AIRPARK (7S3) 5 9
E-C3
SCALE: 1" = 200'
STARK'S TWIN OAKS AIRPARK 1
E-C3
GENERAL NOTES:
PHASING NOTES:
0200 200 400
SCALE OF FEET
SCALE: 1"=200'
R02-01
CS - 33 LF
R02-02
CS - 663 LF
JR - 21 LF
ACP - 469 SF
TH2-01
CS - 523 LF
ACP - 39 SF
R02-04
CS - 39 LFT05-01
CS - 202 LF
TH3-02
CS - 96 LF
6.5'x43' 4.5'x18'
6'x6.5'
1. AIRPORT USES UNICOM RADIO FREQUENCY OF 123.05
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:
TH02-01 2" AC, 6" CR. AGG.
5. NO RECORD DATA WAS AVAILABLE FOR THE FOLLOWING
EXISTING PAVEMENT SECTION:
R02-02
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.
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.
LEGEND
A.C. CRACK SEAL, SEE DETAIL
AC PATCHING, SEE DETAIL
CLOSING X, SEE DETAIL
BARRICADE LOCATION
E-D1
E-D1
4.5'x24'
AutoCAD SHX Text T01-01
AutoCAD SHX Text T01-07
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AHLD02-02
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AHLD02-01
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AutoCAD SHX Text T03-01
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TB1-01
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TB1-01
AutoCAD SHX Text A01-03
AutoCAD SHX Text
TH9-01
AutoCAD SHX Text A01-01
AutoCAD SHX Text A01-02
AutoCAD SHX Text T01-05
AutoCAD SHX Text T01-06
AutoCAD SHX Text A01-05
AutoCAD SHX Text A01-06
AutoCAD SHX Text R02-03
AutoCAD SHX Text T01-02
AutoCAD SHX Text T01-03
AutoCAD SHX Text T01-04
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TH8-01
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TH7-01
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TH6-02
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TH6-01
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TH5-02
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TH5-01
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TH4-01
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TH11-01
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TH1-01
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TH10-01
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TH3-01
TH2-02
02 20
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
\E as te rn
P ac ka ge
\E -C
ST
AR
KS
Ad d Al t.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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
STARK'S TWIN OAKS AIRPARK (7S3) - ADD ALT 6 9
E-C4
SCALE: 1" = 200'
STARK'S TWIN OAKS AIRPARK 1
E-C4
GENERAL NOTES:
PHASING NOTES:
0200 200 400
SCALE OF FEET
SCALE: 1"=200'
T01-01
CS - 285 LF
JR - 11 LF
T02-01
CS - 80'
T03-01
CS - 34 LF
T01-06
CS - 98 LF
R02-03
CS - 449 LF
JR - 5 LF
T01-02
CS - 398 LF
JR - 24 LF
ACP - 90 SF
TH6-01 & 02
CS - 76 LF
TH1-01
CS - 1,216 LF TH3-01
CS - 196 LF
4.5'x20'
1. AIRPORT USES UNICOM RADIO FREQUENCY OF 123.05
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:
T01-02 2" AC, 8" CR. AGG.
5. NO RECORD DATA WAS AVAILABLE FOR THE FOLLOWING
EXISTING PAVEMENT SECTION:
R02-03 T01-01
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.
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.
LEGEND
A.C. CRACK SEAL, SEE DETAIL
AC PATCHING, SEE DETAIL
CLOSING X, SEE DETAIL
BARRICADE LOCATION
E-D1
E-D1
TH4-01
CS - 443 LF
AutoCAD SHX Text R02-01
AutoCAD SHX Text R02-02
AutoCAD SHX Text T01-07
AutoCAD SHX Text
AHLD02-02
AutoCAD SHX Text
AHLD02-01
AutoCAD SHX Text
TB1-01
AutoCAD SHX Text
TB1-01
AutoCAD SHX Text
TH2-01
AutoCAD SHX Text A01-03
AutoCAD SHX Text
TH9-01
AutoCAD SHX Text A01-01
AutoCAD SHX Text A01-02
AutoCAD SHX Text T01-05
AutoCAD SHX Text A01-05
AutoCAD SHX Text A01-06
AutoCAD SHX Text R02-04
AutoCAD SHX Text T01-03
AutoCAD SHX Text T01-04
AutoCAD SHX Text
TH8-01
AutoCAD SHX Text A01-04
AutoCAD SHX Text
TH7-01
AutoCAD SHX Text
TH5-02
AutoCAD SHX Text
TH5-01
AutoCAD SHX Text
TH11-01
AutoCAD SHX Text
TH10-01
AutoCAD SHX Text
TH2-02
AutoCAD SHX Text
TH3-02
T05-01
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
YP
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
\E as te rn
P ac ka ge
\E -D
PA
VE
M
EN
T
D
ET
AI
LS
.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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
PAVEMENT DETAILS 7 9
E-D1
RUNWAY DESIGNATION MARKING 1
E-D2
5'
2'
20'
7'
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.
6'
3'
7' 7'
7'
20'
9'
15'
10'
20'5' 5'
8'
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'
2'
5'
20'20'20'
20'
5'
5'
5'
37'
27'
5'
20'
5'
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'
5'
712 SF
800 SF
YELLOW
RUNWAY
LC
(TYP)
(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'
5'
7'
OREGON DEPARTMENT OF AVIATION
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
\E as te rn
P ac ka ge
\E -D
PA
VE
M
EN
T
M
AR
KI
N
G D
ET
AI
LS
.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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
PAVEMENT MARKING DETAILS 8 9
E-D2
.5
150' 20'
R U
N W
AY
TH
R
ES
H O
LD
5.
(T
YP
5.
(T
YP
) RUNWAY
5.
(T
YP
3' (T
YP
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
3'
(TYP)
3'
(TYP)
3' (T
YP
(T
YP
(T
YP
SCALE: N.T.S.
AIMING POINT 4
E-D3
WHITE STRIPE
0'
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)
LC
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
REGION 1 - 2024 PAVEMENT MAINTENANCE PROGRAM
Y:
\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\
C
AD
\W or ki ng
\E as te rn
P ac ka ge
\E -D
PA
VE
M
EN
T
M
AR
KI
N
G D
ET
AI
LS
.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:
MARCH 2025
PROJECT NO: SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
AS SHOWN
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130
503.639.2710 FAX SHEET NO.
DRAWING NO.
OF
TDS
TDS
JAK
R
EG
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
PAVEMENT MARKING DETAILS 9 9
E-D3
| PMP Region 1 - C - Eastern - 00000 - Cover |
| PMP Region 1 - Eastern Airports - Plans |
| 1 PROJECT LOCATION PLAN |
| 1 PROJECT LOCATION PLAN |
| 2 VICINITY MAPS |
| 2 VICINITY MAPS |
| 3 KEN JERNSTEDT AIRFIELD (4S2) - HOOD RIVER |
| 3 KEN JERNSTEDT AIRFIELD (4S2) - HOOD RIVER |
| 4 MULINO STATE AIRPORT (4S9) |
| 4 MULINO STATE AIRPORT (4S9) |
| 5 STARK'S TWIN OAKS AIRPARK (7S3) |
| 5 STARK'S TWIN OAKS AIRPARK (7S3) |
| 6 STARK'S TWIN OAKS AIRPARK (7S3) - ADD ALT |
| 6 STARK'S TWIN OAKS AIRPARK (7S3) - ADD ALT |
| 7 VALLEY VIEW AIRPORT (59S) |
| 7 VALLEY VIEW AIRPORT (59S) |
| 8 PAVEMENT DETAILS |
| 8 PAVEMENT DETAILS |
| 9 PAVEMENT MARKING DETAILS |
| 9 PAVEMENT MARKING DETAILS |
| 10 PAVEMENT MARKING DETAILS |
| 10 PAVEMENT MARKING DETAILS |
| 1 PROJECT LOCATION PLAN |
| 1 PROJECT LOCATION PLAN |
| 2 VICINITY MAPS |
| 2 VICINITY MAPS |
| 3 KEN JERNSTEDT AIRFIELD (4S2) - HOOD RIVER |
| 3 KEN JERNSTEDT AIRFIELD (4S2) - HOOD RIVER |
| 4 MULINO STATE AIRPORT (4S9) |
| 4 MULINO STATE AIRPORT (4S9) |
| 5 STARK'S TWIN OAKS AIRPARK (7S3) |
| 5 STARK'S TWIN OAKS AIRPARK (7S3) |
| 6 STARK'S TWIN OAKS AIRPARK (7S3) - ADD ALT |
| 6 STARK'S TWIN OAKS AIRPARK (7S3) - ADD ALT |
| 7 PAVEMENT DETAILS |
| 7 PAVEMENT DETAILS |
| 8 PAVEMENT MARKING DETAILS |
| 8 PAVEMENT MARKING DETAILS |
| 9 PAVEMENT MARKING DETAILS |
| 9 PAVEMENT MARKING DETAILS |
X_BLANK
File details come from the government source that posted it. Updated .