S-10900-00015987 ATTACHMENT D - PLANS AND DRAWINGS.pdf

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL PROJECT

ATTACHMENT D – RUNWAY, TAXIWAY, AND APRON 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

FEBRUARY 2026

This Page Left Intentionally Blank

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

A.I.P NO. 3-41-0092-015-2025

FEBRUARY 2026

SITE MAP

NTS

VICINITY MAP

NO SCALE

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

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AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

G-01

COVER SHEET

PROJECT LOCATION

SHEET INDEX

SHEET NO DWG NO SHEET TITLE

01 G-01 COVER SHEET

02 G-02 SITE & SURVEY CONTROL

03 G-03 CONSTRUCTION SITE AND SAFETY PHASING PLAN

04 G-04 CONSTRUCTION SITE AND SAFETY NOTES AND DETAILS

05 EC-01 EROSION CONTROL PLAN

06 C-01 DEMOLITION PLAN

07 C-02 CRACK SEAL AND PAVEMENT REPAIR PLAN

08 C-03 SURFACE SEAL PLAN

09 C-04 PAVEMENT REPAIR AND SURFACE SEAL DETAILS

10 C-05 PAVEMENT MARKING OVERALL PLAN

11 C-06 PAVEMENT MARKING PLAN

12 C-07 PAVEMENT MARKING PLAN

13 C-08 PAVEMENT MARKING PLAN

14 C-09 PAVEMENT MARKING PLAN

15 C-10 PAVEMENT MARKING PLAN

16 C-11 PAVEMENT MARKING DETAILS

17 C-12 PAVEMENT MARKING DETAILS

AIRPORT LN

W WALLOWA AVE

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AutoCAD SHX Text N

AutoCAD SHX Text N

1+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 53+00

N:636445.2514 E: 9035560.4405

STA 1+00 N:631433.1697

E: 9036945.1996

STA 53+00

SITE & SURVEY CONTROL

G-02

SITE & SURVEY CONTROL

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

SURVEY NOTES:

1. THE EXISTING CONDITIONS MAP IS BASED ON GIS .

2. THE COORDINATES SHOWN ARE BASED ON THE OREGON STATE PLAN NORTH ZONE (2269).

VERTICAL DATUM: NAVD88

3. IF SHOWN, THE LOCATION OF EXISTING UNDERGROUND UTILITIES THROUGHOUT THIS SET OF DRAWINGS ARE APPROXIMATE 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 CAUSED BY THE CONTRACTORS FAILURE

TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

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AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

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

TWY A5 TWY A3 TWY A2

TAXIWAY A TAXIWAY A

SCALE: 1"=250'

250 250 500

SCALE OF FEET

SCALE: 1"=250'

TWY A4

TWY A1

TAXIWAY ATAXIWAY A

APRON A3

APRON A1APRON A2

0'

200' 240' 25

0'

RUNWAY OFZ AND OFA

AIRPORT RD

AI

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PO

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JUNIPER RD

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RUNWAY 15-33

AutoCAD SHX Text N

1+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 53+00

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

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AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

TWY A5

TWY A3 TWY A2

TAXIWAY A

TAXIWAY A

250 250 500

SCALE OF FEET

SCALE: 1"=250'

TWY A4

TWY A1

TAXIWAY A

TAXIWAY A

FUEL AND APRON A3

APRON A1

APRON A2

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=250'

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

WORK AREA #2

WORK AREA #3

LOW LEVEL BARRICADE

WORK AREA DURATION RUNWAY CLOSURE

WA#1 1 DAY 1 DAY

WA#2 9 DAYS N/A

CRACK SEALING

AC PATCHING-MAJOR WIDE CRACK

AC PATCHING

WORK SCOPE - CRACK SEALING (PHASE 1):

1. SET UP RUNWAY CLOSURE "X", NAVAID (PAPIS & REILS)

TURNED OFF (FOR WORK AREA #1 CONSTRUCTION ONLY)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE X'S)

3. PAVEMENT MARKING REMOVAL

4. CRACK PREPARATION, WIDE CRACK REPAIR, ASPHALT

PATCHING

5. CRACK FILL

6. FOREIGN OBJECT DEBRIS (FOD) REMOVAL

WORK AREA DURATION RUNWAY CLOSURE

WA#1 2 DAYS

WA#2 2 DAYS

SURFACE SEAL

WORK SCOPE - SURFACE SEAL (PHASE 2):

1. SET UP RUNWAY CLOSURE "X" AND NAVAID (PAPIS & REILS)

TURNED OFF (FOR WORK AREA #1 CONSTRUCTION ONLY)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE X'S)

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" AND NAVAID (PAPIS & REILS) TURNED

OFF (FOR WORK AREA #1 CONSTRUCTION ONLY)

(IN PLACE FROM PHASE 2)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING BARRICADES

AND TAXIWAY CLOSURE X'S)

(IN PLACE FROM PHASE 2)

3. PAVEMENT MARKING

4. FOREIGN OBJECT DEBRIS (FOD) CHECK/REMOVAL

WORK AREA DURATION RUNWAY CLOSURE

WA#1 1 DAY 1 DAY

WA#2 0.5 DAY N/A

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. COORDINATE CLOSURES WITH THE AIRPORT AND ENGINEER TO

MAINTAIN OPERATION TO THE GREATEST EXTENT POSSIBLE.

3. RUNWAY LIGHTING, TAXIWAY LIGHTING, AND TAXIWAY SIGNS SHALL BE SHUT DOWN/OFFLINE DURING

RUNWAY CLOSURE. LIGHTS AND SIGNAGE TO BE COVERED DURING RUNWAY CLOSURE.

4. TEMPORARY TRAFFIC CONTROL LOW LEVEL BARRICADES TO BE INSTALLED AT HOLD BARS ON

TAXIWAY CONNECTORS A2 AND A3 FOR THE DURATION OF THE PROJECT.

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 MARKINGS SHALL PRECEDE CRACK SEAL WORK AND SEAL COAT

WORK.

8. TAXIWAY CLOSURE "X" SHALL BE PLACED AT THE ENTRANCE OF THE TEMPORARILY CLOSED

TAXIWAY FROM THE RUNWAY ON THE TAXIWAY CENTERLINE. CONTRACTOR TO ENSURE THE "X" IS NOT WITHIN THE RUNWAY, AND SECURED WITHIN THE ENTRANCE OF THE TAXIWAY CONNECTOR AND

RSA LIMITS. SEE TAXIWAY CLOSURE X DETAIL 2 ON SHEET G-04.

9. THE TERM "DAY" SHALL BE TAKEN TO MEAN A CALENDAR DAY OF 24 HOURS, BEGINNING AT 12:00

MIDNIGHT, SATURDAYS, SUNDAYS, AND HOLIDAYS SHALL BE INCLUDED.

10. SEE CSPP FOR FULL SAFETY AND PHASING REQUIREMENTS.

11. CONTRACTOR SHALL IMPLEMENT SPCD IN ACCORDANCE WITH SECTION 01300 OF THE

SPECIFICATIONS.

12. CONTRACTOR TO COORDINATE WITH THE ENGINEER AND OWNER FOR COMPLETION AND SUBMITTAL

OF FAA FORM 7460-1.

TOTAL 11 DAYS 1 DAY

TOTAL 5 DAYS

TOTAL 2 DAYS 1 DAY

2 DAYS

1 DAY

3 DAYS

G-03

CONSTRUCTION SITE AND SAFETY PHASING PLAN

BARRICADE

WA#1 AND WA#2

G-04

BARRICADE

WA#1 AND WA#23

G-04

BARRICADE

WA#1 AND WA#23

G-04

BARRICADE

WA#1, WA#2, AND WA#33

G-04

RUNWAY CLOSURE

"X" WA#1

G-04

RUNWAY CLOSURE

"X" WA#1

G-04

AIRPORT RD

AI

R

PO

R

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LN

SECURITY GATE

AI

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PO

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LN

CONSTRUCTION

STAGING AREA

0'

0'

BARRICADE

WA#1 AND WA#2

G-04

JUNIPER RD

R U

SS

EL

L

LN

RUNWAY 15-33

TAXIWAY CLOSURE "X"

WA #2 2

G-04

TAXIWAY CLOSURE "X"

WA #2 2

G-04

WA#3 1 DAY N/A

WA#3 1 DAY N/A

WA#3 0.5 DAY N/A

THE SCOPE OF THIS PROJECT HAS BEEN

COORDINATED WITH THE 2026 ODAV PMP CYCLE TO

AVOID DUPLICATION OF TREATMENTS.

AutoCAD SHX Text N

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- d es ig n\

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AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

G-04

CONSTRUCTION SITE AND SAFETY NOTES AND DETAILS

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. ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL REMAIN ON PAVEMENT

TO THE FURTHEST EXTENT POSSIBLE. ANY DAMAGE TO LIGHTS OR OTHER

AIRPORT NAVIGATIONAL AIDS SHALL BE REPORTED IMMEDIATELY.

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 44.5 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 75

FEET OF THE RUNWAY 15-33 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. IN THE EVENT OF NIGHTTIME CONSTRUCTION, LIGHTING EQUIPMENT MUST

ADEQUATELY ILLUMINATE THE WORK AREA PER AC 150/5370-2G OPERATIONAL

SAFETY ON AIRPORTS DURING CONSTRUCTION.

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

IN THE TECHNICAL SPECIFICATIONS.

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

RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY:

CTAF/UNICOM: 122.80 MHz

RADIO TRAININGS ARE REQUIRED FOR STAFF ASSIGNED TO MONITOR THE

RADIO.

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

COMPLETION OF EACH WORK SHIFT.

13. PLACE CLOSURE CROSSES (X's) OFF THE END OF THE RUNWAY DURING

RUNWAY CLOSURES AS DIRECTED BY THE ENGINEER.

14. 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.

15. RUNWAY CLOSURES WILL REQUIRE THE SHUTDOWN OF AIRPORT PAPIS, REILS,

AND MIRLS. AIRPORT SPONSOR TO SUBMIT RUNWAY CLOSURE STRATEGIC

EVENT SUBMISSION (SEC) A MINIMUM OF 45 DAYS PRIOR TO THE ANTICIPATED

CONSTRUCTION START DATE.

16. PAPI SHUTDOWN WILL BE MADE PUBLIC TO AIRFIELD USERS VIA NOTAM.

18. CONTRACTOR SHALL PREVENT WILDLIFE ATTRACTANTS PER FAA 150/5200-33C

HAZARDOUS WILDLIFE ATTRACTANTS ON OR NEAR AIRPORTS.

19. SPECIFIC WEATHER CONDITIONS MUST BE MET FOR SURFACE SEAL

APPLICATION. CONTRACTOR TO COORDINATE WITH ENGINEER TO DETERMINE IF

SURFACE SEAL APPLICATION IS FEASIBLE A MINIMUM OF 12 HOURS BEFORE

PLANNED APPLICATION. IF UNPREDICTED WEATHER OCCURS, THE ENGINEER

MAY POSTPONE APPLICATION. SEE WEATHER LIMITATIONS SECTIONS P-608-4.2

AND P-626-4.1 IN THE TECHNICAL SPECIFICATIONS.

20. SPECIFIC WEATHER CONDITIONS MUST BE MET FOR PAVEMENT MARKING

APPLICATION. CONTRACTOR TO COORDINATE WITH ENGINEER TO DETERMINE IF

PAVEMENT MARKING APPLICATION IS FEASIBLE A MINIMUM OF 12 HOURS

BEFORE PLANNED APPLICATION. IF UNPREDICTED WEATHER OCCURS, THE

ENGINEER MAY POSTPONE APPLICATION. SEE WEATHER LIMITATIONS SECTION

P-620-3.1 IN THE TECHNICAL SPECIFICATIONS.

21. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

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 15-33 - 60 FEET FROM ; 240 FEET FROM RUNWAY END/THRESHOLD

TAXIWAYS - 24.5 FEET FROM

5. RUNWAY AND TAXIWAY OBJECT FREE AREAS 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 AREAS UNLESS THE TAXIWAY IS CLOSED TO AIRCRAFT

TRAFFIC. NO STORAGE OF EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED WITHIN

TAXIWAY OBJECT FREE AREAS.

6. OBJECT FREE AREA LIMITS

RUNWAY 15-33 - 125 FEET FROM

TAXIWAYS - 44.5 FEET FROM

7. RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND TAXIWAY OBJECT FREE AREA

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 18 CONTINUOUS CALENDAR DAYS OF

CONTRACT NOTICE TO PROCEED. WORK WITHIN THE 18 CONTINUOUS CALENDAR DAY

PERIOD SHALL BE COMPLETED IN THREE PHASES, ALL OF WHICH REQUIRE A RUNWAY

CLOSURE. FOR MORE INFORMATION, SEE DRAWING G-03.

2. NOTICE TO PROCEED FOR CONSTRUCTION IS ANTICIPATED JULY 2026, AT THE

CONVENIENCE OF THE OWNER.

3. WORK EXEMPT FROM THE 18 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. RUNWAY CLOSURE CROSSES SHALL BE PROVIDED, INSTALLED,

MAINTAINED, AND REMOVED BY THE CONTRACTOR.

2. PLACE CLOSING "X" DIRECTLY OUTSIDE OF BOTH ENDS OF THE

RUNWAY, AS CLOSE TO THE EDGE OF PAVEMENT AS IS

REASONABLE TO COMPLETE RUNWAY WORK.

3. THE CROSSES SHALL BE SECURED WITH WEIGHTED MATERIALS

LESS THAN 3 INCHES IN HEIGHT. SANDBAGS OR EQUIVALENT

ARE NOT ALLOWED.

4. SEE FIGURE 2-3 OF FAA AC 150-5370-2G OPERATIONAL SAFETY

ON AIRPORTS DURING CONSTRUCTION FOR MARKINGS OF A

TEMPORARY RUNWAY CLOSURE.

SCALE: N.T.S.

G-04

RUNWAY CLOSURE "X" DETAIL

NOTES:

1. THE CROSSES SHALL BE SECURED WITH WEIGHTED MATERIALS

LESS THAN 3 INCHES IN HEIGHT. SANDBAGS OR EQUIVALENT

NOT ALLOWED.

2. TAXIWAY CLOSURE "X" SHALL BE PLACED AT THE ENTRANCE OF

THE TEMPORARILY CLOSED TAXIWAY FROM THE RUNWAY ON

THE TAXIWAY CENTERLINE. CONTRACTOR TO ENSURE THE "X"

IS NOT WITHIN THE RUNWAY, AND SECURED WITHIN THE

ENTRANCE OF THE TAXIWAY CONNECTOR AND RSA LIMITS.

3. SEE FIGURE 2-4 OF FAA AC 150-5370-2G OPERATIONAL SAFETY

ON AIRPORTS DURING CONSTRUCTION FOR MARKINGS OF A

TEMPORARY TAXIWAY CLOSURE.

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

INSTALL BATTERY OR SOLAR POWERED

RED LENS STANDARD BARRICADE LIGHT

8'-0"

10"

ELEVATION - FRONT

FILL WITH WATER

OR SAND

ORANGE BODY

SELF-CONNECTING

PINS

NOTES:

1. BARRICADES SHALL MEET THE REQUIREMENTS OF SECTION 2.20.2, FIGURE 2-8. AND FIGURE 2-9 OF AC

150/5370-2G OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

2. PLACE BARRICADE AS SHOWN ON 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 NOT FARTHER THAN 10' APART.

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

ENGINEER.

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

OR PROP WASH.

SCALE: N.T.S.

G-04

LOW LEVEL BARRICADE DETAIL

VARIES 6'-0"

SCALE: N.T.S.

G-04

TAXIWAY CLOSURE "X" DETAIL

ELEVATION - SIDE

RUNWAY EDGE

TAXIWAY X TO BE BETWEEN

RUNWAY EDGE LINE AND

RSA PER FIGURE 2-4

5'

30'

12.5'

RUNWAY/TAXIWAY/APRON RE-OPENING CHECKLIST:

1. BACKFILL ANY OPEN TRENCHES WITHIN THE RSA AND/OR TSA, OR COVER THE EXCAVATIONS

APPROPRIATELY TO ALLOW FOR THE SAFE OPERATION OF THE HEAVIEST AIRCRAFT

OPERATING ON THE AFFECTED RUNWAY OR TAXIWAY SUCH THAT THE AIRCRAFT WILL NOT BE

DAMAGED.

2. ENSURE THERE ARE NO POTENTIALLY HAZARDOUS RUTS, HUMPS, DEPRESSIONS, OR OTHER

SURFACE VARIATIONS WITHIN THE RSA AND/OR TSA. THE RSA AND TSA MUST BE CAPABLE OF

SUPPORTING OCCASIONAL PASSAGE OF AIRCRAFT DURING DRY CONDITIONS WITHOUT

CAUSING STRUCTURAL DAMAGE TO THE AIRCRAFT.

3. ENSURE THAT IMPACTED PAVEMENT EDGES DO NOT EXCEED 3 INCHES VERTICALLY.

4. IF RE-OPENING A RUNWAY AFTER STANDARD SEAL (P-608) APPLICATION, ENSURE THAT

FRICTION TESTING HAS BEEN COMPLETED AND ACCEPTED IN ACCORDANCE WITH ITEM P-608

IN THE TECHNICAL SPECIFICATIONS. USE APPROVED CONTINUOUS FRICTION MEASURING

EQUIPMENT (CFME) AND DETERMINE IF RESULTS ARE PASSING OR FAILING BASED ON THE

APPLICATION MAINTENANCE PLANNING FRICTION LEVELS SHOWN IN TABLE 3-2 OF FAA AC

150/5320-12C MEASUREMENT, CONSTRUCTION, AND MAINTENANCE OF SKID-RESISTANT

AIRPORT PAVEMENT SURFACES. THE RPR SHALL BE PRESENT FOR FRICTION TESTING, AND

THE CONTRACTOR SHALL PROVIDE THE RPR WITH A WRITTEN REPORT OF PASSING TEST

RESULTS FOR ACCEPTANCE PRIOR TO RE-OPENING THE RUNWAY.

5. RETURN ALL EQUIPMENT TO STAGING AREAS AND ENSURE NO CONSTRUCTION EQUIPMENT,

MATERIALS, OR OTHER OBJECTS ARE WITHIN THE OFA AND/OR TOFA.

6. REMOVE ALL CONSTRUCTION DEBRIS, TRASH, AND ALL FOD FROM THE PAVEMENT.

7. REMOVE BARRICADES AND CLOSURE MARKERS.

0'

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- 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 NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

TWY A5

TWY A3 TWY A2

TAXIWAY A TAXIWAY A

250 250 500

SCALE OF FEET

SCALE: 1"=250'

TWY A4

TWY A1

TAXIWAY A

TAXIWAY A

APRON A3 APRON A1

APRON A2

EC-01

EROSION CONTROL PLAN

EC-01

EROSION CONTROL PLAN

SCALE: 1"=250'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WORK AREA BOUNDARY

INLET BASIN PROTECTION

PER

LOW LEVEL BARRICADE

CONTRACTOR STAGING AREA

HAUL ROUTE

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 INCIDENTAL TO OTHER BID ITEMS.

3. CONSTRUCTION STAGING AREA TO CONTAIN STOCKPILE, PORTABLE TOILET, CONSTRUCTION FUEL, AND

MATERIALS.

EC-01

ANTICIPATED PROJECT SCHEDULE:

1. ANTICIPATED START DATE FOR WORK IS JULY 2026. WORK INCLUDES PAVEMENT REHABILITATION CONSISTING OF

CRACK SEALING, AC PATCHING - WIDE CRACK REPAIR, AND SURFACE SEAL.

2. ANTICIPATED END DATE FOR WORK IS AUGUST 2026; NO TEMPORARY STOP DATES ARE ANTICIPATED.

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

DITCH PROTECTION

PER

EC-01

JUNIPER RD

R U

SS

EL

L

LN

AIRPORT RD

AI

R

PO

R

T

LN

AI

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PO

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RUNWAY 15-33

AutoCAD SHX Text N

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- d es ig n\

C

AD

W

O R

KI

N

G \D

EM

O

LI

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P

LA

N .d w g

AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

TWY A5 TWY A3 TWY A2

TAXIWAY A TAXIWAY A

250 250 500

SCALE OF FEET

SCALE: 1"=250'

TWY A4 TWY A1TAXIWAY A

TAXIWAY A

APRON A3

APRON A1

APRON A2

C-01

DEMOLITION PLAN

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WORK AREA BOUNDARY

RUNWAY AND TAXIWAY CENTERLINE

MARKING REMOVAL

RUNWAY NUMERICAL REMOVAL

HOLD BAR MARKING REMOVAL

AIRCRAFT TIE DOWN MARKING REMOVAL

WORK AREA #1

WORK AREA #2

WORK AREA #3

DEMOLITION NOTES:

1. PROTECT EXISTING STRUCTURES, UTILITIES AND

FEATURES TO REMAIN.

2. PROTECT ALL EXISTING PAVEMENT MARKINGS

OUTSIDE PAVEMENT REMOVAL UNLESS OTHERWISE

NOTED.

3. ASPHALT DEMOLITION EXTENTS FOR ASPHALT PATCH

WILL BE INDICATED BY THE ENGINEER. CONTRACTOR

WILL BE PROVIDED WITH MEASURED ASPHALT

DEMOLITION QUANTITY INFORMATION.

4. PAVEMENT MARKING REMOVAL AMOUNT SHALL BE:

·50% REMOVAL FOR PAVEMENT AREAS TO RECEIVE

SLURRY SEAL, TYPE 1

·50% REMOVAL FOR PAVEMENT AREAS TO RECEIVE

STANDARD SEAL COAT WHEN MARKINGS ARE NOT

RELOCATED

·100% REMOVAL FOR AREAS TO RECEIVE STANDARD

SEAL COAT WHEN MARKINGS ARE TO BE RELOCATED,

AS SHOWN ON THE PLAN

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

C-01

DEMOLITION PLAN

SCALE: 1"=250'

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X"

G-04

HOLD BAR MARKING

REMOVAL

HOLD BAR MARKING

REMOVAL

HOLD BAR MARKING

REMOVAL HOLD BAR MARKING

REMOVAL

HOLD BAR MARKING

REMOVAL

TAXIWAY EDGE

MARKING REMOVAL

TAXIWAY EDGE

MARKING REMOVAL

JUNIPER RD

R U

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EL

L

LN

AIRPORT RD

AI

R

PO

R

T

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AI

R

PO

R

T

LN

RUNWAY 15-33

TIE DOWN

MARKING REMOVAL

TIE DOWN MARKING

TO REMAIN IN PLACE

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

PAVEMENT MARKINGS REMOVAL

WORK AREA YELLOW MARKINGS (SF)WHITE MARKINGS (SF)

1 1,244 5,335 2 2,910 0 3 1,464 0

TOTALS 5,618 5,335

PROJECT TOTAL

(YELLOW & WHITE) 10,953

TAXIWAY CENTERLINE

FULL REMOVAL

TAXIWAY CENTERLINE

FULL REMOVAL

TAXIWAY CENTERLINE

FULL REMOVAL

AutoCAD SHX Text N

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- d es ig n\

C

AD

W

O R

KI

N

G \C

R

AC

K R

EP

AI

R .d w g

AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

TWY A5

TWY A3 TWY A2TAXIWAY A TAXIWAY A

250 250 500

SCALE OF FEET

SCALE: 1"=250'

TWY A4

TWY A1

TAXIWAY A

APRON A3

APRON A1

APRON A2

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

SCALE: 1"=250'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

CRACK SEAL WORK AREA #1

CRACK SEAL WORK AREA #2

CRACK SEAL WORK AREA #3

CRACK REPAIR/PATCHING NOTES:

1. SPRAY WEEDS A MINIMUM OF TWO WEEKS PRIOR TO CRACK

SEALING

2. PRIOR TO CRACK REPAIR, CRACK LOCATIONS WILL BE

INDICATED WITH TEMPORARY MARKS BY THE ENGINEER.

CONTRACTOR WILL BE PROVIDED WITH MEASURED CRACK

QUANTITY INFORMATION.

3. PERFORM EXISTING PAVEMENT MARKING REMOVAL BEFORE

CRACK SEALING AND SURFACE SEAL. REMOVED PAVEMENT

MARKINGS SHALL BE REPLACED PRIOR TO OPENING RUNWAY

OR TAXIWAY TO AIR TRAFFIC.

4. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IF ANY

DISCREPANCY IN CRACK LENGTH IS OBSERVED.

5. CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS MINIMUM

PRIOR TO CRACK REPAIR WORK.

6. PERFORM CRACK REPAIR PRIOR TO SURFACE SEAL

APPLICATION.

7. FOR CRACK SEALING DETAIL, REFER TO

8. FOR AC PATCHING - WIDE CRACK REPAIR DETAIL, REFER TO

9. FOR AC PATCHING DETAILS, REFER TO

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8.

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-04

KEY NOTE # LENGTH (FT) WIDTH (FT) AREA (SF)

WORK AREA #1

1 16 4 64

WORK AREA #2

2 65 4 260 3 35 4 140 4 8 4 32 5 56 4 224 6 14 4 56 7 10 4 40 8 14 5 70 9 55 4 220 10 32 4 128 11 9 8 72 12 32 5 160

TOTAL 1,466

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X"

G-04

8 9 10

5 6

7 1 2

9 10

C-04

3 1

AIRPORT RD

AI

R

PO

R

T

LN

AI

R

PO

R

T

LN

JUNIPER RD

R U

SS

EL

L

LN

RUNWAY 15-33

C-04

KEY NOTE CRACK SEALING (LF)AC PATCHING - WIDE

CRACK REPAIR (LF)

WORK AREA #1

1 0 0 2 960 0 3 0 0 4 0 0 5 100 56 6 663 80 7 116 0

SUBTOTAL 1,839 136

WORK AREA #2

8 521 332 9 310 577

10 237 416

SUBTOTAL 1,068 1,325

WORK AREA #3

11 672 0 12 0 0

SUBTOTAL 672 0

TOTAL 3,579 1,461

CRACK SEALING & AC PATCHING - WIDE CRACK REPAIR AC PATCHING

AutoCAD SHX Text N

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- d es ig n\

C

AD

W

O R

KI

N

G \S

U R

FA

C

E

SE

AL

.d w g

AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

TWY A5

TWY A3 TWY A2TAXIWAY A TAXIWAY A

250 250 500

SCALE OF FEET

SCALE: 1"=250'

TWY A4

TWY A1

TAXIWAY A

TAXIWAY A

APRON A3

APRON A1

APRON A2

C-03

SURFACE SEAL PLAN

C-03

SURFACE SEAL PLAN

SCALE: 1"=250'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

STANDARD SEAL COAT AREA

SLURRY SEAL AREA

NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8. PERFORM RADIO CHECK PRIOR TO ENTERING AIRPORT.

2. REMOVE EXISTING PAVEMENT MARKINGS AS SHOWN ON DEMOLITION PLAN AND AS DESCRIBED IN THE SPECIFICATIONS. PERFORM EXISTING PAVEMENT MARKING REMOVAL, CRACK SEALING, AC PATCHING - WIDE CRACK REPAIR, AND AC PATCHING BEFORE SURFACE SEAL.

3. PROVIDE SURFACE PREPARATION FOR ALL AREAS TO RECEIVE SURFACE SEALS. SEE DETAIL FOR PAVEMENT EDGE CLEANING.

4. ALL PAVEMENT MARKINGS WITHIN WORK AREAS TO BE REMARKED AFTER SURFACE SEAL, REFER TO PAVEMENT MARKING PLANS

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE CAUTION AROUND RUNWAY LIGHTS, TAXIWAY LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR SIGNS.

6. COORDINATE SURFACE SEAL LIMITS WITH THE ENGINEER IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION.

7. 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.

8. 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.

9. CONTRACTOR CHANGES TO PHASING PLAN REQUIRES APPROVAL FROM THE ENGINEER.

10. THE CONTRACTOR MAY BEGIN TESTING THE SKID RESISTANCE OF THE APPLIED STANDARD SEAL (P-608) AFTER IT HAS FULLY CURED. GENERALLY 8 TO 36 HOURS AFTER APPLICATION. THE RUNWAY MUST HAVE PASSING FRICTION TEST RESULTS PER AC 150/5320-12 PRIOR TO OPENING TO TRAFFIC. SEE ITEM P-608 IN THE

SPECIFICATIONS.

11. FRESH SLURRY SEAL (P-626) SHALL BE PROTECTED AND PERMITTED TO DRY FOR FOR 4 TO 24 HOURS DEPENDING ON WEATHER CONDITIONS. PRIOR TO OPENING TO TRAFFIC, THE CONTRACTOR SHALL ENSURE THAT THE SEAL COAT IS UNIFORM AND SKID RESISTANT IN TEXTURE, HAVE NO HOLES, BARE SPOTS, OR CRACKS, AND HAVE NO POTENTIAL FOR LOOSE MATERIAL, TO THE SATISFACTION OF THE RPR. SEE ITEM P-626 IN THE SPECIFICATIONS.

#3 C-04

0'

0'

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X"

G-04

10 11 12

9 8

4 2

SLURRY SEAL, TYPE 1

KEY NOTE # SURFACE SEAL (SY)

8 929 9 920

10 4,211 11 4,896 12 4,876

TOTAL 15,833

STANDARD SEAL COAT

KEY NOTE # SURFACE SEAL (SY)

1 3,419 2 764 3 34,667 4 679 5 859 6 783 7 5,707

TOTAL 46,878

AIRPORT RD

AI

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JUNIPER RD

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RUNWAY 15-33

AutoCAD SHX Text N

C-04

PAVEMENT REPAIR AND SURFACE SEAL DETAILS

C-04

CRACK SEALING DETAIL

SCALE: NTS

NOTES:

1. VERIFY CRACK LOCATIONS AND QUANTITIES FOR

CLEANING AND FILLING WITH ENGINEER PRIOR TO

WORK.

2. FOR UNSEALED CRACKS, ROUTE AND CLEAN CRACKS OF

ALL DEBRIS AND VEGETATION, THEN FILL WITH

RUBBERIZED ASPHALT CRACK SEALANT. SQUEEGEE USE

IS NOT ALLOWED FOR UNSEALED CRACKS.

3. FOR PREVIOUSLY SEALED CRACKS, CLEAN CRACKS

WITH HEAT LANCE AND FILL WITH RUBBERIZED ASPHALT

CRACK SEALANT. SQUEEGEE USE IS ALLOWED FOR

PREVIOUSLY SEALED CRACKS.

4. MORE THAN ONE LIFT OF SEALANT MAY BE NECESSARY

TO MEET THE REQUIREMENTS OF SPECIFICATION ITEMS

P-101 AND P-605.

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- d es ig n\

C

AD

W

O R

KI

N

G \D

ET

AI

LS

.d w g

AS NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

PAVEMENT EDGE CLEANING DETAIL

SCALE: NTS

2'

1.5" EDGE EXPOSURE

REMOVE OVERGROWN

SOD, MOSS, SOIL, VEGETATION

AND THOROUGHLY CLEAN

PRIOR TO SEAL COAT

DISPOSE OFF-SITE

EXISTING

PAVEMENT

SECTION

FINISH GRADE

MATCH EXISTING

GRADE

C-04

EXISTING

BASE

ROTOMILL OR

SAWCUT

SEAL EDGE OF FINISHED PATCH

WITH CRACK SEAL MATERIAL (TYP.)

HMAC PAVEMENT

NOM. THKN. - 3" MIN OR MATCH EXISTING

THICKNESS, (3" MAX. LIFT), WHICHEVER IS

GREATER. 92% COMPACTION PER ODOT

00744 CONSTRUCTION STANDARDS.

3/4" - 0" DENSE GRADED ODOT

AGGREGATE BASE COURSE, 2" MIN.

THICKNESS. COMPACT TO 100% ASTM

D-698 PER ODOT 00641

CONSTRUCTION STANDARDS.

SCALE: NTS

AC PATCHING - WIDE CRACK REPAIR DETAIL 2

C-04

NOTES:

1. EXACT LENGTH WILL BE IDENTIFIED IN THE FIELD BY THE

ENGINEER PRIOR TO CONSTRUCTION.

2. TACK ASPHALT FACES OF SAWCUTS. TACK COAT AND

RUBBERIZED ASPHALT CRACK SEALANT SHALL BE

INCIDENTAL TO OTHER APPLICABLE BID ITEMS. NO SEPARATE

MEASUREMENT OR PAYMENT WILL BE MADE.

3. RECOMPACT EXISTING BASE ROCK TO 100% OF ASTM D-698

PRIOR TO CONSTRUCTING NEW AGGREGATE BASE.

4. AGGREGATE BASE COMPACTION TO BE TESTED PER ODOT

SPECIFICATION 00641.44; ASPHALT CONCRETE COMPACTION

TO BE TESTED PER ODOT SPECIFICATION 00744.49.

PLAN

SECTION

REPAIR LIMITS

(SAWCUT LINE OR

ROTOMILLED EDGE)

PAVEMENT CRACKS WITH

WIDTH GREATER THAN 1 1/2"

24" WIDE

APPLY TACK (P-603) TO FACE

OF SAWCUT OR MILLED EDGE

(TYP.)

VARIES

24"

FOR UNSEALED CRACKS: ROUTE,

CLEAN, AND SEAL

FOR PREVIOUSLY SEALED

CRACKS: HEAT, CLEAN, AND SEAL

SCALE: N.T.S.

AC PATCHING DETAIL

EXISTING 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)

COMPACTION = 92% MIN PER ODOT 00744

CONSTRUCTION STANDARDS.

4"-0 DENSE GRADED ODOT AGG. BASE NOM.

THKN. = 4" MIN OR MATCH EXISTING

(WHICHEVER IS GREATER) COMPACTION = 100%

OF ASTM D-698 PER ODOT 00641

CONSTRUCTION STANDARDS.

PLAN

SECTION

REPAIR LIMITS

(SAWCUT LINE)

APPLY TACK (P-603) TO FACE

OF SAWCUT EDGE (TYP.)

DISTANCE VARIES

LO

C

AT

IO

N A

S

SH

O W

N O

N P

LA

N

SPAVEMENT PATCH

LIMITS

LO

C

AT

IO

N A

S

SH

O W

N O

N P

LA

N

S

C-04

REMOVE EXISTING GEOTEXTILE FABRIC OR GEOGRID IF

WITHIN REPAIR LIMITS. PLACE NEW GEOTEXTILE FABRIC

OR GEOGRID ON TOP ON COMPACTED SUBGRADE.

AREA OF CRACKED/

DISTRESSED PAVEMENT

6" BENCH OF EXISTING

AGGREGATE

EXISTING

AGGREGATE BASE

6" BENCH OF EXISTING

AGGREGATE BASE

6" 6"

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- 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 NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

RUNWAY 15-33

250 250 500

SCALE OF FEET

SCALE: 1"=250'

C-05

PAVEMENT MARKING OVERALL PLAN

SCALE: 1"=250'

C-05

PAVEMENT MARKING OVERALL PLAN

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

EXISTING PAVEMENT MARKING

WORK AREA #1

WORK AREA #2

WORK AREA #3

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING LOCATIONS.

ADHESIVE TABS SHALL NOT BE USED FOR MARKING LAYOUT PRIOR

TO SURFACE SEAL APPLICATION.

2. APPLY FIRST COAT OF PAVEMENT MARKINGS AFTER SURFACE SEAL

AND BEFORE OPENING AREAS TO TRAFFIC.

3. SECOND COAT OF MARKINGS TO BE APPLIED AFTER 30-DAYS PER

SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT

WITH THE FOLLOWING COVERAGE:

30% APPLICATION RATE FOR THE FIRST COAT

100% APPLICATION RATE FOR THE SECOND COAT

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

5. SEE FAA FORM 7460-1 FOR TALL CONSTRUCTION EQUIPMENT.

6. CONTRACTOR TO MEET MARKING STANDARDS PER FAA AC

150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

8. PROPOSED PAVEMENT MARKING QUANTITIES ARE BASED ON FIELD

SURVEY AND/OR GIS DATA UTILIZED AT THE TIME OF DESIGN AND

WILL BE FIELD-VERIFIED. DEVIATIONS ARE EXPECTED DUE TO

RELOCATIONS OF EXISTING MARKINGS AND CONDITION CHANGES.

SEE SHEET C-05 SEE SHEET C-07 SEE SHEET C-08 SEE SHEET C-09

SEE SHEET C-10

JUNIPER RD

R U

SS

EL

L

LN

TWY A5

TWY A3 TWY A2

TAXIWAY A TAXIWAY A

TWY A4

TWY A1

TAXIWAY ATAXIWAY A

APRON A3

APRON A1

APRON A2

AIRPORT RD

AI

R

PO

R

T

LN

AI

R

PO

R

T

LN

PAVEMENT MARKINGS

WORK AREA YELLOW MARKINGS (SF) WHITE MARKINGS (SF)

1 1,967 5,335 2 2,301 0 3 1,412 0

TOTALS 5,680 5,335

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT TOTALS (YELLOW & WHITE)

11,015

1+00 5+00 10+00 15+001+00 5+00 10+00 15+00

N:636424.14 E:9035530.59

N:636327.91 E:9035588.89

N:635926.08 E:9035699.95

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- 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 NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

HOLD BAR MARKING

PER

RUNWAY 15-33

TWY A5

TWY A4

C-06

PAVEMENT MARKING PLAN

C-06

PAVEMENT MARKING PLAN

SCALE: 1"=50'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

M

AT

C H

LI

N

E

SE

E

SH

EE

T C -0

C-11

HOLD BAR MARKING

PER

C-11

6" TAXIWAY CENTERLINE

RUNWAY NUMBER

PER

C-12

50 50 100

SCALE OF FEET

SCALE: 1"=50'

30'

'34

R75'

R75

R75'

R75

RUNWAY CENTERLINE

PER

C-11

68'

120' 80' 120' 80' 120' 80' 120' 80' 120' 80' 120' 80'

76'

TAXIWAY LEAD-IN MARKINGS

PER 4

C-11

40'

120'

TAXIWAY A

TAXIWAY LEAD-IN MARKINGS

PER 4

C-11

6" TAXIWAY CENTERLINE

6" TAXIWAY CENTERLINE

90.6'

15.7'

14.8' 12.7'

14.8' 15.6'

R75.000' 12 .8

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

EXISTING PAVEMENT MARKING

WORK AREA #1

WORK AREA #2

WORK AREA #3

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING LOCATIONS.

ADHESIVE TABS SHALL NOT BE USED FOR MARKING LAYOUT PRIOR

TO SURFACE SEAL APPLICATION.

2. APPLY FIRST COAT OF PAVEMENT MARKINGS AFTER SURFACE SEAL

AND BEFORE OPENING AREAS TO TRAFFIC.

3. SECOND COAT OF MARKINGS TO BE APPLIED AFTER 30-DAYS PER

SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT

WITH THE FOLLOWING COVERAGE:

30% APPLICATION RATE FOR THE FIRST COAT

100% APPLICATION RATE FOR THE SECOND COAT

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

5. SEE FAA FORM 7460-1 FOR TALL CONSTRUCTION EQUIPMENT.

6. CONTRACTOR TO MEET MARKING STANDARDS PER FAA AC

150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

8. PROPOSED PAVEMENT MARKING QUANTITIES ARE BASED ON FIELD

SURVEY AND/OR GIS DATA UTILIZED AT THE TIME OF DESIGN AND

WILL BE FIELD-VERIFIED. DEVIATIONS ARE EXPECTED DUE TO

RELOCATIONS OF EXISTING MARKINGS AND CONDITION CHANGES.

AutoCAD SHX Text N

15+00 20+00 25+00 30+0015+00 20+00 25+00 30+00

N:635022.62 E:9035949.53

N:634492.94 E:9036095.95

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- 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 NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

RUNWAY 15-33

TWY A3

C-07

PAVEMENT MARKING PLAN

C-07

PAVEMENT MARKING PLAN

SCALE: 1"=50'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

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

HOLD BAR MARKING

PER

C-11

TAXIWAY LEAD-IN MARKINGS

PER 4

C-11

50 50 100

SCALE OF FEET

SCALE: 1"=50'

R75 ' R75'

R75'

R75

' 34

15' 15'

.5

'34

120' 80' 120' 80' 120' 80' 120' 80' 120' 120' 120' 80' 120'

RUNWAY CENTERLINE

PER

C-11

74'

TAXIWAY LEAD-IN MARKINGS

PER

C-11

80'

TAXIWAY ATAXIWAY A

80'120'

6" TAXIWAY CENTERLINE

15' 15'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

EXISTING PAVEMENT MARKING

WORK AREA #1

WORK AREA #2

WORK AREA #3

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING LOCATIONS.

ADHESIVE TABS SHALL NOT BE USED FOR MARKING LAYOUT PRIOR

TO SURFACE SEAL APPLICATION.

2. APPLY FIRST COAT OF PAVEMENT MARKINGS AFTER SURFACE SEAL

AND BEFORE OPENING AREAS TO TRAFFIC.

3. SECOND COAT OF MARKINGS TO BE APPLIED AFTER 30-DAYS PER

SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT

WITH THE FOLLOWING COVERAGE:

30% APPLICATION RATE FOR THE FIRST COAT

100% APPLICATION RATE FOR THE SECOND COAT

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

5. SEE FAA FORM 7460-1 FOR TALL CONSTRUCTION EQUIPMENT.

6. CONTRACTOR TO MEET MARKING STANDARDS PER FAA AC

150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

8. PROPOSED PAVEMENT MARKING QUANTITIES ARE BASED ON FIELD

SURVEY AND/OR GIS DATA UTILIZED AT THE TIME OF DESIGN AND

WILL BE FIELD-VERIFIED. DEVIATIONS ARE EXPECTED DUE TO

RELOCATIONS OF EXISTING MARKINGS AND CONDITION CHANGES.

AutoCAD SHX Text N

30+00 35+00 40+00 45+0030+00 35+00 40+00 45+00

N:633336.03 E:9036415.40

N:632806.37 E:9036561.99

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- 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 NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

RUNWAY 15-33

TWY A2

C-08

PAVEMENT MARKING PLAN

C-08

PAVEMENT MARKING PLAN

SCALE: 1"=50'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

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

TAXIWAY LEAD-IN MARKINGS

PER

C-11

6" TAXIWAY CENTERLINE

HOLD BAR MARKING

PER

C-11

50 50 100

SCALE OF FEET

SCALE: 1"=50'

R7 5'

R75'

R75'

R75

' 34

' 34

15'

15'

15'

15'

.5

120' 80' 120' 80' 120' 80' 120' 80' 120' 80' 120' 80' 120' 80'

RUNWAY CENTERLINE

PER

C-11

79' 74'

TAXIWAY LEAD-IN MARKINGS

PER 4

C-11

12.5'

TAXIWAY ATAXIWAY A

80' 120'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

EXISTING PAVEMENT MARKING

WORK AREA #1

WORK AREA #2

WORK AREA #3

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING LOCATIONS.

ADHESIVE TABS SHALL NOT BE USED FOR MARKING LAYOUT PRIOR

TO SURFACE SEAL APPLICATION.

2. APPLY FIRST COAT OF PAVEMENT MARKINGS AFTER SURFACE SEAL

AND BEFORE OPENING AREAS TO TRAFFIC.

3. SECOND COAT OF MARKINGS TO BE APPLIED AFTER 30-DAYS PER

SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT

WITH THE FOLLOWING COVERAGE:

30% APPLICATION RATE FOR THE FIRST COAT

100% APPLICATION RATE FOR THE SECOND COAT

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

5. SEE FAA FORM 7460-1 FOR TALL CONSTRUCTION EQUIPMENT.

6. CONTRACTOR TO MEET MARKING STANDARDS PER FAA AC

150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

8. PROPOSED PAVEMENT MARKING QUANTITIES ARE BASED ON FIELD

SURVEY AND/OR GIS DATA UTILIZED AT THE TIME OF DESIGN AND

WILL BE FIELD-VERIFIED. DEVIATIONS ARE EXPECTED DUE TO

RELOCATIONS OF EXISTING MARKINGS AND CONDITION CHANGES.

AutoCAD SHX Text N

45+00 50+00 53+0045+00 50+00 53+00

N:631437.47 E:9036903.99

N:631321.96 E:9036764.15

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

y:

\P ro je ct s\ or eg on d ep ar tm en t o f a vi at io n\

- j os ep h st at e ru nw ay a nd ta xi w ay s ur fa ce s ea l -p ha se i

- 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 NOTED40097.139.01

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

ALB

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. 3-41-0092-015-2025

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

RUNWAY 15-33

50 50 100

SCALE OF FEET

SCALE: 1"=50'

TWY A1

C-09

PAVEMENT MARKING PLAN

C-09

PAVEMENT MARKING PLAN

SCALE: 1"=50'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

M

AT

C H

LI

N

E

SE

E

SH

EE

T C -0

RUNWAY NUMBER

PER 1

C-12

HOLD BAR MARKING

PER

C-11

6" TAXIWAY CENTERLINE

6" TAXIWAY CENTERLINE

R75' R75'

16'

15.0'

.5

M

AT

C H

LI

N

E

SE

E

SH

EE

T C -1

12.5'

RUNWAY CENTERLINE

PER

C-11

120' 80' 120' 80' 120'

76'

13.3'

80' 40'

R 75' R

5'

77'

R 100.000'

12.9' 12.9'

52'15' 93' 13

25'

15'

TAXIWAY EDGE MARKING

PER 2

C-11

TAXIWAY A

120'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

EXISTING PAVEMENT MARKING

WORK AREA #1

WORK AREA #2

WORK AREA #3

R

.0

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING LOCATIONS.

ADHESIVE TABS SHALL NOT BE USED FOR MARKING LAYOUT PRIOR

TO SURFACE SEAL APPLICATION.

2. APPLY FIRST COAT OF PAVEMENT MARKINGS AFTER SURFACE SEAL

AND BEFORE OPENING AREAS TO TRAFFIC.

3. SECOND COAT OF MARKINGS TO BE APPLIED AFTER 30-DAYS PER

SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT

WITH THE FOLLOWING COVERAGE:

30% APPLICATION RATE FOR THE FIRST COAT

100% APPLICATION RATE FOR THE SECOND COAT

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

5. SEE FAA FORM 7460-1 FOR TALL CONSTRUCTION EQUIPMENT.

6. CONTRACTOR TO MEET MARKING STANDARDS PER FAA AC

150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

8. PROPOSED PAVEMENT MARKING QUANTITIES ARE BASED ON FIELD

SURVEY AND/OR GIS DATA UTILIZED AT THE TIME OF DESIGN AND

WILL BE FIELD-VERIFIED. DEVIATIONS ARE EXPECTED DUE TO

RELOCATIONS OF EXISTING MARKINGS AND CONDITION CHANGES.

AutoCAD SHX Text N

.5

.5

25' 15'

N:630361.8703 E: 9036812.6587

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

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