ATTACHMENT D - PLANS AND DRAWINGS~4.pdf

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY AND TAXIWAY SURFACE SEAL PROJECT

ATTACHMENT D – RUNWAY AND TAXIWAY SURFACE SEAL

PROJECT PLANS AND DRAWINGS

OWNER:

Oregon Department of Aviation

3040 25th St. SE Salem, OR 97302

ENGINEER:

Century West Engineering

5500 Meadows Rd., Suite 250

Lake Oswego, OR 97035

Phone: 503.419.2130

MARCH 2025

This Page Left Intentionally Blank

OREGON DEPARTMENT OF

AVIATION

MCDERMITT STATE AIRPORT

RUNWAY AND TAXIWAY SURFACE

SEALANT PROJECT

A.I.P NO. 3-41-0071-007-2024

MARCH 2025

SITE MAP

NO SCALE

VICINITY MAP

NO SCALE

G-01

COVER SHEET

PROJECT LOCATION

OREGON

NEVADA

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

Sheet List Table

SHEET NO DWG NO SHEET TITLE

1 G-01 COVER SHEET

2 G-02 SITE & SURVEY CONTROL

3 G-03 CONSTRUCTION SITE AND SAFETY PHASING PLAN

4 G-04 SITE & SAFETY NOTES & DETAILS

5 EC-01 EROSION CONTROL PLAN

6 C-01 PAVEMENT MARKING REMOVAL PLAN

7 C-02 CRACK SEAL AND PAVEMENT REPAIR PLAN

8 C-03 SURFACE SEAL PLAN

9 C-04 PAVEMENT MARKING OVERALL PLAN

10 C-05 PAVEMENT MARKING PLAN

11 C-06 PAVEMENT MARKING PLAN

12 C-07 PAVEMENT MARKING PLAN

13 C-08 PAVEMENT MARKING PLAN

14 C-09 DETAILS

15 C-10 DETAILS

16 C-11 DETAILS

#2

#5 #6 #7 #8 #9 #10 #18

#19#30

#1

#11

#12 #13 #14 #15 #16

#17

#21

#12845

#3

G-02

SITE & SURVEY CONTROL

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

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dw g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

G-02

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

SITE & SURVEY CONTROL

M

AT

C H

LI

N

E

SE

E

BE

LO

W

M

AT

C H

LI

N

E

SE

E

AB

O

VE

0'

0'

0'

0'

0'

RUNWAY 16-34

RUNWAY 16-34

SURVEY NOTES:

1. THE EXISTING CONDITIONS MAP BASED ON GIS AND AS-BUILT

INFORMATION FROM PREVIOUS PROJECT.

2. THE COORDINATES SHOWN ARE BASED ON THE OREGON STATE PLAN

SOUTH ZONE (3601).

VERTICAL DATUM: NAVD88

3. IF SHOWN, THE LOCATION OF EXISTING UNDERGROUND UTILITIES

THROUGHOUT THIS SET OF DRAWINGS ARE IN AN APPROXIMATE WAY

ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR

ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND

AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH

MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY

LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. SURVEY CONTROL SHOWN ON THE DRAWINGS IS FROM PREVIOUS

RUNWAY RECONSTRUCTION PROJECT. SURVEY CONTROL PROVIDED TO

ASSIST CONTRACTOR, AND TO BE VERIFIED.

5. FOR ACCESS TO THE SURVEY CONTROL POINTS THAT ARE LOCATED

OUTSIDE OF THE CONSTRUCTION AREA, CONTRACTOR/SURVEYOR SHALL

COORDINATE AND RECEIVE APPROVAL FROM THE AIRPORT BEFORE

ENTRY INTO THIS AREA.

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

SURVEY POINTS

POINT # NORTHING EASTING ELEVATION RAW DESCRIPTION

1 136114.27 5675216.88 4431.24 SUSRC TSM1

2 139245.83 5675226.45 4464.43 SUSRC TSM2

3 134800.72 5675369.94 4426.5500 SUSS RW 34 END

4 140693.00 5675492.74 4482.26 SUSS RW 16 END

5 140517.22 5675564.08 4480.20 SUSRC

6 140017.46 5675554.09 4474.82 SUSRC

7 139517.47 5675543.47 4470.40 SUSRC

8 139017.66 5675532.94 4465.35 SUSRC

9 138517.40 5675532.54 4459.44 SUSRC

10 137985.99 5675538.50 4454.53 SUSRC

11 137506.81 5675344.03 4442.85 SUSRC

12 137001.17 5675494.41 4441.63 SUSRC

13 136515.40 5675496.50 4437.96 SUSRC

14 136014.46 5675478.43 4433.56 SUSRC

15 135514.62 5675472.03 4430.47 SUSRC

16 135016.42 5675464.29 4427.02 SUSRC

17 134635.89 5675695.31 4426.40 SUSRC

18 140454.84 5675553.29 4481.00 SUFS

19 137795.82 5675555.82 4448.37 SUFC 12R

21 136092.22 5675491.54 4434.36 SUFC

30 138899.50 5675549.80 4465.54 SUFC

12845 136561.05 5675708.01 4437.89 FND REBAR-CNTL

0'

NORTH TWY

SOUTH TWY

MIDDLE TWY

EXISTING APRON

G-02

SITE & SURVEY CONTROL

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

EXISTING WINDCONE

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X" 1

G-04

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=250'

G-03

CONSTRUCTION SITE AND SAFETY PHASING PLAN

LEGEND:

CONTRACTOR

HAUL/ACCESS ROADS

CONTRACTOR STAGING

AREA

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE

AREA

TAXIWAY SAFETY AREA

WORK AREA #1

LOW LEVEL BARRICADE

250 250 500

SCALE OF FEET

SCALE: 1"=250'

WORK AREA DURATION RUNWAY CLOSURE

WA#1 4 DAYS 4 DAYS

CRACK (MINOR) SEAL

WORK SCOPE - CRACK SEAL (PHASE 1):

1. SET UP RUNWAY CLOSURE "X" (FOR WORK AREA #1

CONSTRUCTION ONLY)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES)

3. CRACK PREPARATION

4. CRACK FILL

5. FOREIGN OBJECT DEBRIS (FOD) REMOVAL

WORK AREA DURATION RUNWAY CLOSURE

WA#1 2 DAYS 2 DAYS

SURFACE SEAL

WORK SCOPE - SURFACE SEAL (PHASE 2):

1. SET UP RUNWAY CLOSURE "X" (FOR WORK AREA #1

CONSTRUCTION ONLY)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES)

3. PAVEMENT MARKING REMOVAL

4. FOREIGN OBJECT DEBRIS (FOD) REMOVAL

5. SURFACE SWEEPING

6. SURFACE SEAL

WORK SCOPE - PAVEMENT MARKING (PHASE 3):

1. SET UP RUNWAY CLOSURE "X" (FOR WORK AREA #1

CONSTRUCTION ONLY)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES)

3. PAVEMENT MARKING

4. FOREIGN OBJECT DEBRIS (FOD) CHECK/REMOVAL

WORK AREA DURATION RUNWAY CLOSURE

WA#1 1 DAY 1 DAY

PAVEMENT MARKING (FIRST COAT) GENERAL PHASING NOTES:

1. THE CONTRACTOR SHALL REQUEST RUNWAY CLOSURES FOR

CONSTRUCTION 14 DAYS IN ADVANCE.

2. WORK AREAS ARE SHOWN AS CONSECUTIVE. CONTRACTOR TO

SUBMIT THE CONSTRUCTION SCHEDULE FOR OWNER REVIEW.

3. RUNWAY LIGHTING, TAXIWAY LIGHTING, AND TAXIWAY SIGNS

SHALL BE SHUT DOWN/OFFLINE DURING RUNWAY CLOSURE.

4. TEMPORARY TRAFFIC CONTROL LOW LEVEL BARRICADES TO BE

INSTALLED AT HOLD BARS DURING RUNWAY CLOSURE.

5. BARRICADES ARE TO BE INSTALLED AND REMOVED FOR EACH

WORK AREA AS NEEDED TO COMPLETE THE CONSTRUCTION.

6. RUNWAY AND TAXIWAY MARKINGS SHALL BE IN PLACE ANY TIME

RUNWAY OR TAXIWAYS ARE OPEN TO AIR TRAFFIC.

7. REMOVAL OF EXISTING PAVEMENT MARKING SHALL PRECEDE

CRACK SEAL AND SURFACE SEA; WORK.

TOTAL 4 DAYS 4 DAYS TOTAL 2 DAYS 2 DAYS TOTAL 1 DAY 1 DAY

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

400' 250' 120' RUNWAY 16-34

SOUTH TWY

EXISTING WINDCONE

BARRICADE

WA#1

MCDERMITT RD.

NORTH TWY

SECURITY GATE

ENTRANCE

LOW-LEVEL BARRICADE

MIDDLE TWY

CONSTRUCTION

STAGING AREARUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X" 1

CONSTRUCTION SITE AND SAFETY PHASING PLAN

GENERAL WORK AREA NOTES:

1. THE CONTRACTOR SHALL BE RESTRICTED TO USE THE ENTRANCE AND HAULING

ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY

PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. NO PERSONAL

VEHICLES SHALL BE ALLOWED OUTSIDE OF THE STAGING AREA. THE AIRPORT

MAY IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROM THE SITE

IN VIOLATION OF AIRPORT SAFETY AND SECURITY PROCEDURES.

2. AVOID IMPACTS TO AIRFIELD LIGHTING AND PAVEMENTS OUTSIDE WORK AREA.

PROVIDE TEMPORARY CONNECTIONS TO KEEP ELECTRICAL SYSTEMS

ENERGIZED OUTSIDE OF THE WORK AREA.

3. LIMIT EQUIPMENT HEIGHT TO 12 FEET UNLESS OTHERWISE APPROVED BY THE

ENGINEER.

4. LIMITS STOCKPILES TO 12 FEET IN HEIGHT AND AT LEAST 125 FEET FROM THE

RUNWAY CENTERLINE AND 45 FEET FROM TAXIWAY CENTERLINE.

5. IN THE EVENT OF AN EMERGENCY, MOVE ALL EQUIPMENT AND PERSONNEL TO

THE CONTRACTOR'S STAGING AREA UNLESS OTHERWISE DIRECTED BY THE

ENGINEER.

6. ACCESS TO ANY WORK AREA MUST BE AUTHORIZED BY THE ENGINEER PRIOR

TO WORK IN THAT AREA. NOTIFY THE ENGINEER A MINIMUM OF 72 HOURS

PRIOR TO BEGINNING WORK IN ANY AREA.

7. SEE SECTION 01300 OF THE TECHNICAL SPECIFICATIONS. ANY WORK WITHIN 60

FEET OF THE RUNWAY 16-34 CENTERLINE OR WITHIN 240 FEET OF THE RUNWAY

END WILL REQUIRE A RUNWAY CLOSURE.

8. PLACE LOW LEVEL BARRICADES AS SHOWN AND AS DESCRIBED IN SECTION

01300 OF THE TECHNICAL SPECIFICATIONS.

9. FOR ADDITIONAL REQUIREMENTS, REFER TO SECTION 01300, AIRPORT SAFETY,

IN THE TECHNICAL SPECIFICATIONS.

10. WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORT

RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY:

CTAF/UNICOM: 122.90

11. CONTRACTOR SHALL MOVE ALL EQUIPMENT TO THE STAGING AREA AT THE

COMPLETION OF EACH WORK SHIFT.

12. PLACE CLOSURE CROSSES (X's) OFF THE ENDS OF THE RUNWAY DURING

RUNWAY CLOSURES AS DIRECTED BY THE ENGINEER. ONCE CONSTRUCTION OF

MARKING NUMBERS IS COMPLETE THEN (X's) CAN BE PLACED OVER NUMBERS

SEE SECTION 01300 OF THE TECHNICAL SPECIFICATIONS.

13. DISENGAGE LIGHTING CIRCUITS, DARKEN LIGHT FIXTURES, AND COVER

GUIDANCE SIGNS AS DIRECTED BY THE AIRPORT TO PREVENT AIRCRAFT FROM

TAXIING TOWARDS CLOSED WORK AREAS. ALL AIRPORT LIGHTING SHALL BE

DISENGAGED DURING A RUNWAY CLOSURE.

14. RUNWAY CLOSURES WILL REQUIRE THE SHUTDOWN OF AIRPORT NAVAIDS

(REILS AND MILS) AND WILL BE ANNOUNCED VIA NOTAM.

15. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

SEQUENCING NOTES:

1. COORDINATE WORK AREA CLOSURES WITH THE AIRPORT TO

ENSURE ACCESS AS NEEDED TO MAINTAIN AIRPORT

OPERATIONS, INCLUDING PROVIDING FOR AND MAINTAINING

ACCESS TO THE FOLLOWING:

· ACCESS TO HANGARS

· ACCESS TO APRONS

· RUNWAY AND TAXIWAY ACCESS WHEN ALLOWED

2. RUNWAY AND TAXIWAY MARKINGS SHALL BE IN PLACE ANY

TIME RUNWAYS/TAXIWAYS ARE OPEN TO AIR TRAFFIC.

3. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL PRECEDE

CRACK SEAL WORK AND SEAL COAT WORK.

WORK IN SAFETY AREAS AND OBJECT

FREE AREAS:

1. RUNWAY SAFETY AREA (RSA) AND TAXIWAY SAFETY AREA

(TSA) AREAS ARE DEFINED AS AREAS THAT SHALL BE CLEARED

AND GRADED AND HAVE NO POTENTIALLY HAZARDOUS RUTS,

HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS. THE

MAXIMUM SLOPE ANYWHERE WITHIN A RUNWAY OR TAXIWAY

SAFETY AREA SHALL BE 5%. IN TRANSITIONS FROM PAVED TO

UNPAVED AREAS, A 3 INCH MAXIMUM VERTICAL DROP IS

ALLOWED. THE RUNWAY AND TAXIWAY SAFETY AREAS SHALL

BE MAINTAINED AT ALL TIMES WHEN THE RUNWAY AND

TAXIWAY IS OPEN TO AIR TRAFFIC. PERSONNEL, EQUIPMENT,

OR MATERIAL WITHIN A RUNWAY SAFETY AREA AT ANY TIME

REQUIRES A CLOSURE. SAFETY AREAS THAT ARE CLOSED FOR

CONSTRUCTION MUST MEET THESE CRITERIA PRIOR TO

REOPENING.

2. THE CONTRACTOR SHALL ANTICIPATE THE CONSTRUCTION OF

TEMPORARY FILLS, COMPACTION, AND GRADING TO MEET THE

REQUIREMENTS OF "WORK IN SAFETY AREAS AND OBJECT

FREE AREAS" PRIOR TO REOPENING RUNWAYS AND TAXIWAYS.

THIS WORK IS CONSIDERED INCIDENTAL TO VARIOUS WORK

ITEMS AND SEPARATE PAYMENT WILL NOT BE MADE.

3. CONTRACTOR SHALL NOT ENTER ANY ACTIVE RSA OR TSA

WITHOUT AUTHORIZATION FROM THE AIRPORT. ALL

EQUIPMENT, TOOLS, AND MATERIALS SHALL BE MOVED TO

STAGING AREAS PRIOR TO REOPENING A RUNWAY OR

TAXIWAY.

4. SAFETY AREA LIMITS:

RUNWAY 16-34 - 60' FROM ; 240' FROM THRESHOLD

TAXIWAYS - 24.5' FROM

5. RUNWAY AND TAXIWAY OBJECT FREE ZONES ARE DEFINED AS

AREAS THAT SHALL BE CLEAR OF FIXED OR MOVABLE

OBJECTS. EQUIPMENT NOT IN USE, AND MATERIAL

STOCKPILES AND STORAGE SHALL BE PLACED AT LEAST 125

FEET FROM ANY RUNWAY CENTERLINE. NO WORK MAY

OCCUR IN TAXIWAY OBJECT FREE ZONES UNLESS THE

TAXIWAY IS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE OF

EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED WITHIN

TAXIWAY OBJECT FREE ZONES.

6. OBJECT/OBSTACLE ZONE LIMITS

RUNWAY 16-34 - 125' FROM

TAXIWAYS - 44.5' FROM

7. RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND

TAXIWAY OBJECT FREE ZONE CRITERIA MUST BOTH BE MET

PRIOR TO OPENING AN IMPACTED RUNWAY OR TAXIWAY.

WORK SCHEDULE AND PHASING NOTES:

1. ALL WORK SHALL BE COMPLETED WITHIN 7 CONTINUOUS

CALENDAR DAYS OF CONTRACT NOTICE TO PROCEED. WORK

WITHIN THE 7 CONTINUOUS CALENDAR DAY PERIOD SHALL BE

COMPLETED IN TWO PHASES, ONE OF WHICH REQUIRES A

RUNWAY CLOSURE. FOR MORE INFORMATION, SEE DRAWING

G-03.

2. NOTICE TO PROCEED FOR CONSTRUCTION IS ANTICIPATED

JULY 2025, AT THE CONVENIENCE OF THE OWNER.

3. WORK EXEMPT FROM THE 7 CALENDAR DAY CONTRACT PERIOD

INCLUDES THE SECOND APPLICATION OF PAVEMENT

MARKINGS. A CONTINUOUS 1 CALENDAR DAY (24 HOUR)

CLOSURE FOR THE SECOND APPLICATION OF PAVEMENT

MARKINGS WILL BE PERMITTED, A MINIMUM OF 30 DAYS AFTER

PAVEMENT REHABILITATION HAS BEEN COMPLETED.

C L C L

C L C L

YELLOW

RUNWAY

LC

(TYP)

(TYP)

NOTES:

1. USE WEIGHTED MATERIALS (NON-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.

SCALE: N.T.S.

G-04

RUNWAY CLOSURE "X"

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

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N G

\S

IT

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SA

FE

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N

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D

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.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

BATTERY OR SOLAR POWERED RED

LENS STANDARD BARRICADE LIGHT

ELEVATION

FILL WITH WATER

OR SAND

ORANGE BODY

SELF-CONNECTING

PINS

NOTES:

1. BARRICADES SHALL MEET THE REQUIREMENTS OF AC 150/5370-2G.

2. PLACE BARRICADE PER THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR PLACING, FILLING, EMPTYING, MOVING, MAINTAINING AND PROTECTING

BARRICADES THROUGHOUT THE DURATION OF THE PROJECT.

4. LIGHTS ARE TO BE NO FARTHER APART THAN 10' WHEN PLACED.

5. BARRICADES SHALL BE COVERED WITH REFLECTIVE SHEETING OR OTHER MATERIAL APPROVED BY

THE ENGINEER.

6. BARRICADES SHALL BE APPROPRIATELY WEIGHTED DOWN TO RESTRICT MOVEMENT FROM HIGH

WINDS OR PROP WASH.

G-04SCALE: N.T.S.

LOW LEVEL BARRICADE DETAIL

EC-01

EROSION CONTROL PLAN

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

WORK AREA BOUNDARY

CONSTRUCTION STAGING AREA

BIOFILTER INLET PROTECTION PER

NOTES:

1. PLACE SEDIMENT BARRIER AROUND SOIL STOCK PILES AS NEEDED.

2. HYDROSEED ANY DISTURBED SURFACES, AT NO COST TO THE OWNER.

HYDROSEEDING SHALL NOT OCCUR ON GRAVEL SHOULDERS. THIS

WORK IS COVERED BY CONTRACTORS STAGING AREA AND ACCESS

ROAD CONSTRUCTION AND RESTORATION BID ITEM.

3. CONSTRUCTION STAGING AREA TO CONTAIN STOCKPILE, PORTABLE

TOILET, CONSTRUCTION FUEL, AND MATERIALS. SEDIMENT FENCE

BARRIER TO BE PLACED AROUND STAGING AREA.

EC-01

ANTICIPATED PROJECT SCHEDULE:

1. ANTICIPATED START DATE FOR WORK IS JUNE 2025. WORK INCLUDES

PAVEMENT REHABILITATION CONSISTING OF CRACK REPAIR AND

SURFACE SEAL.

2. ANTICIPATED END DATE FOR WORK IS JULY 2025; NO TEMPORARY

STOP DATES ARE ANTICIPATED.

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\E R

O

SI

O N

C O

N

TR

O L

PL

AN

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EC-01

EROSION CONTROL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

RUNWAY 16-34

RUNWAY 16-34

0'

0'

0'

0'

0'

0'

NORTH TWY

SOUTH TWY

M

AT

C H

LI

N

E

SE

E

BE

LO

W

M

AT

C H

LI

N

E

SE

E

AB

O

VE

EC-01

DITCH PROTECTION

BIO-FILTER BAG

NO SCALE

NOTES:

1. STACKING OF BAGS REQUIRED USING (2) 1"X2" WOOD

STAKES OR APPROVED EQUAL PER BAG.

2. SURFACE MUST BE SMOOTH BEFORE APPLICATION

3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW

WATTLES OR OTHER MATERIALS AS APPROVED BY THE

ENGINEER

EC-01

EROSION CONTROL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

MIDDLE TWY

DITCH PROTECTION (TYP)DITCH PROTECTION (TYP)

DITCH PROTECTION (TYP)DITCH PROTECTION (TYP)

RUNWAY CLOSURE

"X"

G-04

EXISTING WINDCONE

RUNWAY CLOSURE

"X" 1

G-04

CONSTRUCTION

STAGING AREA

EC-01

EC-01

EC-01

EC-01

C-01

PAVEMENT MARKING REMOVAL PLAN

SCALE: 1"=150'

C-01

PAVEMENT MARKING REMOVAL PLAN

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

RUNWAY NUMERAL

REMOVAL

RUNWAY CENTERLINE

MARKING REMOVAL

TAXIWAY PAVEMENT

MARKING REMOVAL

HOLD BAR MARKING

REMOVAL

DEMOLITION NOTES:

1. PROTECT EXISTING STRUCTURES, UTILITIES AND

FEATURES TO REMAIN.

2. PROTECT ALL EXISTING PAVEMENT MARKINGS UNLESS

OTHERWISE NOTED.

3. PAVEMENT MARKING REMOVAL SHALL BE:

· 100% FOR SURFACE SEALED AREAS.

150 150 300

SCALE OF FEET

SCALE: 1"=150'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

EM

O

LI

TI

O

N P

LA

N

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

M

AT

C H

LI

N

E

SE

E

BE

LO

W

M

AT

C H

LI

N

E

SE

E

AB

O

VE

RUNWAY 16-34

RUNWAY 16-34

NORTH TWY

SOUTH TWY

C-01

PAVEMENT MARKING REMOVAL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

LIMITS OF WORK

MIDDLE TWY

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X" 1

G-04

HOLD BAR MARKING

REMOVAL (TYP)

HOLD BAR MARKING

REMOVAL (TYP)

HOLD BAR MARKING

REMOVAL (TYP)

HOLD BAR MARKING

REMOVAL (TYP)

EXISTING WINDCONE

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

CRACK REPAIR NOTES:

1. PRIOR TO CRACK REPAIR, CRACK LOCATIONS WILL BE

INDICATED WITH TEMPORARY MARKS BY THE ENGINEER.

CONTRACTOR WILL BE PROVIDED WITH MEASURED CRACK

QUANTITY INFORMATION.

2. PERFORM EXISTING PAVEMENT MARKING REMOVAL BEFORE

CRACK SEALING AND FOG SEAL. REMOVED PAVEMENT

MARKINGS SHALL BE REPLACED PRIOR TO OPENING RUNWAY

OR TAXIWAY TO AIR TRAFFIC.

3. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IF ANY

DISCREPANCY IN CRACK LENGTH IS OBSERVED.

4. PERFORM CRACK REPAIR PRIOR TO SURFACE SEAL

APPLICATION.

5. FOR CRACK REPAIR DETAILS, REFER TO

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF

122.90. PERFORM RADIO CHECK PRIOR TO ENTERING

AIRPORT.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE

CAUTION AROUND RUNWAY LIGHTS, TAXIWAY

LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR

SIGNS.

3. CONTRACTOR CHANGES TO PHASING PLAN

REQUIRES APPROVAL FROM THE ENGINEER.

C-09

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\C R

AC

K

R

EP

AI

R

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

KEY NOTE # CRACK SEAL (LF)

WORK AREA #1

1 8,309

2 94

3 68

4 67

TOTAL 8,538

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

CRACK SEAL WORK AREA

LIMITS

C-02

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

CRACK SEAL AND PAVEMENT REPAIR PLAN

0'

0'

0'

0'

0'

0'

RUNWAY 16-34

RUNWAY 16-34

NORTH TWY

SOUTH TWY

M

AT

C H

LI

N

E

SE

E

BE

LO

W

M

AT

C H

LI

N

E

SE

E

AB

O

VE

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

MIDDLE TWY

LIMITS OF WORK

LIMITS OF WORK

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X" 1

TSA

TSA

TS

A

TSA

TS

A

TS

A

C-03

SURFACE SEAL PLAN

NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.9. PERFORM

RADIO CHECK PRIOR TO ENTERING AIRPORT.

2. REMOVE EXISTING PAVEMENT MARKINGS AS SHOWN ON PAVEMENT

MARKING REMOVAL PLAN AND AS DESCRIBED IN THE

SPECIFICATIONS. PERFORM EXISTING PAVEMENT MARKING REMOVAL

AND CRACK SEAL BEFORE SURFACE SEAL.

3. ALL PAVEMENT MARKINGS WITHIN WORK AREAS TO BE REMARKED

AFTER SURFACE SEAL, REFER TO PAYMENT MARKING PLANS

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE CAUTION AROUND

RUNWAY LIGHTS, TAXIWAY LIGHTS, TAXIWAY REFLECTORS, AND

CONNECTOR SIGNS.

5. ENGINEER WILL MARK OUT SURFACE SEAL LIMITS IN THE FIELD

PRIOR TO BEGINNING CONSTRUCTION.

6. OIL AND FUEL RESIDUE MAY BE PRESENT FROM AIRCRAFT

OPERATIONS. CONTRACTOR SHALL TAKE ADDED CARE TO PERFORM

SURFACE PREPARATION PRIOR TO SURFACE SEAL APPLICATION. SEE

ITEM P-101.

7. PRESERVE AND PROTECT ALL PAVEMENT MARKINGS OUTSIDE OF

WORK AREAS. DAMAGE TO MARKINGS OUTSIDE OF WORK AREAS

WILL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR CHANGES TO PHASING PLAN REQUIRES APPROVAL

FROM THE ENGINEER.

KEY NOTE # FOG SEAL (SY)

WORK AREA #1

1 39,296

2 1,655

3 305

4 284

TOTAL 41,540

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\S U

R

FA

C E

SE

AL

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

FOG SEAL WORK AREA

LIMITS

C-03

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

SURFACE SEAL PLAN

0'

0'

0'

0'

0'

0'

RUNWAY 16-34

RUNWAY 16-34

NORTH TWY

SOUTH TWY

M

AT

C H

LI

N

E

SE

E

BE

LO

W

M

AT

C H

LI

N

E

SE

E

AB

O

VE

C-03

SURFACE SEAL PLAN

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

MIDDLE TWY

LIMITS OF WORK

LIMITS OF WORK

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X" 1

C-04

PAVEMENT MARKING OVERALL PLAN

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

O

VE

R

AL

L

PL

AN

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET

REFERS TO PROPOSED CRACK SEAL AREAS

AND FOG SEAL. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND

REPLACE ONCE PAVEMENT REHABILITATION IS

COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO

APPLICATIONS OF PAINT UNLESS NOTED

OTHERWISE.

4. ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO

OPENING

SEE

SHEET

C-05

SEE

SHEET

C-06

SEE

SHEET

C-08

SEE

SHEET

C-07

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

RUNWAY 16-34

RUNWAY 16-34

NORTH TWY

SOUTH TWY

M

AT

C H

LI

N

E

SE

E

BE

LO

W

M

AT

C H

LI

N

E

SE

E

AB

O

VE

C-04

PAVEMENT MARKING OVERALL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

0150 150 300

SCALE OF FEET

SCALE: 1"=150'

C-04

PAVEMENT MARKING OVERALL PLAN

SCALE: 1"=150'

MIDDLE TWY

58+94

45+0048+0051+0054+0057+00

C-05

PAVEMENT MARKING PLAN

C-05

PAVEMENT MARKING PLAN

SCALE: 1"=60'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED CRACK SEAL AND FOG SEAL AREAS. SEE PLANS

FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT UNLESS NOTED OTHERWISE.

RUNWAY CENTERLINE

PER3

C-09

HOLD BAR MARKING

PER

C-09

RUNWAY NUMBER

PER 1

C-10

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

P

LA

N .d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

CONTINUOUS TAXIWAY CENTERLINE MARKING

PER

C-09

80' (TYP)

120'120' (TYP)

40'

37'20'

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

TAXIWAY CENTERLINE

PER

C-09

.5'

R5 0'

120.0'

R140.0'

R 54.0' R2

.0

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

RUNWAY 16-34

60 120

SCALE OF FEET

SCALE: 1"=60'

060 0

NORTH TWY

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

R50.0'

200.0'

30+0033+0036+0039+0042+00

250'

C-06

PAVEMENT MARKING PLAN

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

P

LA

N .d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-06

PAVEMENT MARKING PLAN

SCALE: 1"=60'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED CRACK SEAL AND FOG SEAL AREAS. SEE PLANS

FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT UNLESS NOTED OTHERWISE.

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

47.2'

120'

RUNWAY CENTERLINE

PER

C-09

CONTINUOUS TAXIWAY

CENTERLINE MARKING

PER

C-09

TAXIWAY CENTERLINE

PER

C-09

HOLD BAR MARKING

PER

C-09

RUNWAY 16-34

60 120

SCALE OF FEET

SCALE: 1"=60'

060 0

MIDDLE TWY

R50.0' R50 .0'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

15+0018+0021+0024+0027+00

250'

C-07

PAVEMENT MARKING PLAN

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

P

LA

N .d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

C-07

PAVEMENT MARKING PLAN

SCALE: 1"=60'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED CRACK SEAL AND FOG SEAL AREAS. SEE PLANS

FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT UNLESS NOTED OTHERWISE.

47.2'

120'

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

RUNWAY CENTERLINE

PER 3

C-09

RUNWAY 16-34

CONTINUOUS

TAXIWAY CENTERLINE

MARKING

PER 4

C-09

60 120

SCALE OF FEET

SCALE: 1"=60'

060 0

ALL PAVEMENT MARKINGS FOR RUNWAY AND

0+00

3+006+009+0012+00

C-08

PAVEMENT MARKING PLAN

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

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N G

\P

AV

EM

EN

T M

AR

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N .d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-08

PAVEMENT MARKING PLAN

SCALE: 1"=60'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED CRACK SEAL AND FOG SEAL AREAS. SEE PLANS

FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT UNLESS NOTED OTHERWISE.

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

80'

120'

40' 20'

120'

RUNWAY CENTERLINE

PER

C-09

RUNWAY NUMBERS

PER

C-10

TAXIWAY CENTERLINE

PER2

C-09

HOLD BAR MARKING

PER1

C-09

120'

12.5'RUNWAY 16-34

60 120

SCALE OF FEET

SCALE: 1"=60'

060 0

SOUTH TWY

R50.0'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

C-09

DETAILS

12''

(TYP)

(TYP)

PAVEMENT

EDGE OF

3' 3'

(TYP)

TO RUNWAY

L

12" GAP

125'

TAXIWAY C STRIPE

(6'' YELLOW)

TAXIWAY

CL

CL

3'

(TYP)

C-09

HOLD BAR MARKING DETAIL

SCALE: NTS

6" YELLOW STRIPE

C-09

TAXIWAY CENTERLINE MARKING DETAIL

SCALE: NTS

12" WHITE STRIPE

C-09

RUNWAY CENTERLINE MARKING DETAIL

SCALE: NTS

200' 200'

3' GAP

(TYP)

TAXIWAY ℄ MARKING PER

(SEE PLANS FOR CURVE

DATA)

RUNWAY ℄

RUNWAY ℄ MARKING PER

6" YELLOW MARKING

ON TAXIWAY ℄

RUNWAY ℄ WHITE MARKING

ON RUNWAY ℄

C-09

CONTINUOUS TAXIWAY CENTERLINE MARKINGS

SCALE: NTS

200'

80'120'RUNWAY ℄

NOTE: SEE PLAN FOR VARIATION NEAR CENTER OF RUNWAY

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

ET

AI

LS

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-09

C-09

C-10

DETAILS

20' 5'2'

9'

15'

5'

2'

WHITE RUNWAY NUMERALS

7'

8' 2'

2'

WHITE RUNWAY NUMERALS

15'

RUNWAY CENTERLINE

PER

C-09

EDGE OF RUNWAY PAVEMENT EDGE OF RUNWAY PAVEMENT

C-10

RUNWAY NUMBER MARKINGS

SCALE: NTS

5'5'

7'

RUNWAY CENTERLINE

PER

C-09

5'

5'

5'

10'

25'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

ET

AI

LS

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EDGE OF RUNWAY PAVEMENT EDGE OF RUNWAY PAVEMENT

C-11

DETAILS

ROUTE & SEAL PREVIOUSLY

UNSEALED CRACKS; HEAT & SEAL

PREVIOUSLY SEALED CRACKS

C-11

A.C. CRACK SEAL DETAIL

SCALE: NTS

NOTES:

1. VERIFY CRACKS FOR CLEANING AND FILLING WITH

ENGINEER PRIOR TO WORK.

2. ROUTE AND CLEAR CRACK OF ALL EXISTING SEALER,

DEBRIS, AND VEGETATION.

3. FOR PREVIOUSLY SEALED CRACKS, CLEAN CRACKS

WITH HEAT LANCE AND FILL WITH RUBBERIZED ASPHALT

CRACK SEALANT IN MINIMUM OF TWO LIFTS.

PAVEMENT EDGE CLEANING DETAIL

NO SCALE

2'

1.5" EDGE EXPOSURE

REMOVE OVERGROWN

SOD, MOSS, SOIL, VEGETATION

AND THOROUGHLY CLEAN

PRIOR TO SEAL COAT

EXISTING

PAVEMENT

SECTION

FINISH GRADE

MATCH EXISTING

GRADE

C-11

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

MCDERMITT STATE AIRPORT

RUNWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M cD er m itt R un w ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

ET

AI

LS

.d w g

AS NOTED40097.130.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0071-007-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET