S-10900-00016082 ATTACHMENT D - PLANS AND DRAWINGS.pdf

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

LEBANON STATE AIRPORT

RUNWAY AND TAXIWAY B SURFACE SEAL PROJECT

ATTACHMENT D – RUNWAY AND TAXIWAY B 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

OREGON DEPARTMENT OF AVIATION

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B SURFACE SEAL

A.I.P NO. 3-41-0033-011-2025

FEBRUARY 2026

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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

VICINITY MAP

NO SCALE

SITE MAP

NO SCALE

COVER SHEET

G-01

PROJECT LOCATION

SHEET INDEX

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 CONSTRUCTION SITE AND SAFETY NOTES AND DETAILS

5 EC-01 EROSION CONTROL PLAN AND DETAILS

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 REPAIR DETAILS

10 C-05 PAVEMENT MARKING OVERALL PLAN

11 C-06 PAVEMENT MARKING PLAN - STA 10+00 TO STA 24+00

12 C-07 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71

13 C-08 PAVEMENT MARKING DETAILS

14 C-09 PAVEMENT MARKING DETAILS

H W

Y 20

PAR

K ST

HWY 34

AIRPORT RD

W OAK ST

12TH

ST

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MULTICORELINK:SITE & SURVEY CONTROL-2 SITE & SURVEY CONTROL

MULTICORELINK:SITE & SURVEY CONTROL-2 SITE & SURVEY CONTROL

MULTICORELINK:SITE & SURVEY CONTROL-2 SITE & SURVEY CONTROL

MULTICORELINK:G-03 - PHASING PLAN-G-03

MULTICORELINK:G-03 - PHASING PLAN-G-03

MULTICORELINK:G-03 - PHASING PLAN-G-03

MULTICORELINK:G-04 - SITE & SAFETY NOTES & DETAILS-G-04

MULTICORELINK:G-04 - SITE & SAFETY NOTES & DETAILS-G-04

MULTICORELINK:G-04 - SITE & SAFETY NOTES & DETAILS-G-04

MULTICORELINK:EC-01 - EROSION CONTROL PLAN-EC-01

MULTICORELINK:EC-01 - EROSION CONTROL PLAN-EC-01

MULTICORELINK:EC-01 - EROSION CONTROL PLAN-EC-01

MULTICORELINK:C-01 - DEMO PLAN-C-01

MULTICORELINK:C-01 - DEMO PLAN-C-01

MULTICORELINK:C-01 - DEMO PLAN-C-01

MULTICORELINK:C-02 - CRACK SEAL AND PAVEMENT REPAIR PLAN-C-02

MULTICORELINK:C-03 - SURFACE SEAL PLAN-C-03

MULTICORELINK:C-03 - SURFACE SEAL PLAN-C-03

MULTICORELINK:C-03 - SURFACE SEAL PLAN-C-03

MULTICORELINK:D-01 - PVMT REPAIR DETAILS-9 PAVEMENT REPAIR DETAILS

MULTICORELINK:D-01 - PVMT REPAIR DETAILS-9 PAVEMENT REPAIR DETAILS

MULTICORELINK:C-04 - PVMT MARKING OVERALL PLAN-10 PAVEMENT MARKING OVERALL PLAN

MULTICORELINK:C-04 - PVMT MARKING OVERALL PLAN-10 PAVEMENT MARKING OVERALL PLAN

MULTICORELINK:C - PVMT MARKING PLANS-11 PAVEMENT MARKING PLAN - STA 10+00 TO STA 24+00 MULTICORELINK:C - PVMT MARKING PLANS-11 PAVEMENT MARKING PLAN - STA 10+00 TO STA 24+00 MULTICORELINK:C - PVMT MARKING PLANS-12 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71 MULTICORELINK:C - PVMT MARKING PLANS-12 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71 MULTICORELINK:C - PVMT MARKING PLANS-12 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-13 PAVEMENT MARKING DETAILS

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

STA: 10+00.00

N:326069.39

E:7568628.55

STA: 38+70.68

N:323199.98 E:7568543.19

10+00 15+00 20+00 25+00 30+00 35+00 38+71

0'

0'

SITE & SURVEY CONTROL

G-02

SITE & SURVEY CONTROL

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

OBSTACLE FREE ZONE

SURVEY NOTES:

1. THE EXISTING CONDITIONS MAP IS BASED ON A COMBINATION OF SURVEY AND 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 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 DAMAGES WHICH MAY OCCUR DUE TO THE FAILURE TO

DO SO.

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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

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AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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-02SCALE: 1"=120'

RUNWAY 16-34

TW

Y

B2

TW

Y

A3

TAXIWAY A

TW

Y

A2

TW

Y

A1

TW

Y B1

TAXIWAY A

TAXIWAY B

W AIRWAY RD

AI

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PO

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T D

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120 120 240

SCALE OF FEET

SCALE: 1"=120'

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0'

0'

10+00 15+00 20+00 25+00 30+00 35+00 38+71

CONSTRUCTION SITE AND SAFETY PHASING PLAN

G-03

3 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw ay S ur fa ce S ea l -

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AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=120'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

OBSTACLE FREE ZONE

WORK AREA #1

WORK AREA #2

CONTRACTOR

HAUL/ACCESS ROADS

CONTRACTOR STAGING

AREA

LOW LEVEL BARRICADES

WORK AREA DURATION RUNWAY CLOSURE

WA#1 1 DAY 1 DAY

WA#2 2 DAYS N/A

CRACK SEALING & AC PATCHING

WORK SCOPE - CRACK SEALING (PHASE 1):

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

TURNED OFF (FOR WORK AREA #1 CONSTRUCTION ONLY)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE Xs)

3. CRACK PREPARATION, ASPHALT PATCHING

4. CRACK FILL

5. FOREIGN OBJECT DEBRIS (FOD) REMOVAL

WORK AREA DURATION RUNWAY CLOSURE

WA#1 2 DAYS 2 DAYS

WA#2 2 DAYS N/A

SURFACE SEAL

WORK SCOPE - SURFACE SEAL (PHASE 2):

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

OFF (FOR WORK AREA #1 CONSTRUCTION ONLY)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE Xs)

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) TURNED OFF

(FOR WORK AREA #1 CONSTRUCTION ONLY)

(IN PLACE FROM PHASE 2)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE Xs)

(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 1 DAY N/A

PAVEMENT MARKING (FIRST COAT)

TOTAL 3 DAYS 1 DAY TOTAL 4 DAYS 2 DAYS

TOTAL 2 DAY 1 DAY

GENERAL PHASING NOTES:

1. THE CONTRACTOR SHALL REQUEST RUNWAY CLOSURES FOR CONSTRUCTION 14 DAYS IN ADVANCE.

2. CONTRACTOR TO VERIFY STAGING AREA LOCATION WITH THE ENGINEER PRIOR TO USE.

3. THE PRIMARY STAGING AREA MUST BE ACCESSED VIA TAXIWAY B1 WHICH WILL REMAIN OPEN FOR SOME DURATION OF THE PROJECT. THE SECONDARY STAGING AREA MUST BE ACCESSED VIA TAXIWAY A WHICH WILL REMAIN OPEN FOR THE FULL DURATION OF THE PROJECT. CONTRACTOR IS TO CALL OUT PRESENCE ON ANY OPEN TAXIWAYS AND

USE CAUTION WHILE DRIVING ON AREAS OPEN TO AIR TRAFFIC.

4. WORK AREAS ARE SHOWN AS CONSECUTIVE. CONTRACTOR TO SUBMIT THE CONSTRUCTION SCHEDULE FOR OWNER REVIEW. COORDINATE CLOSURES WITH THE ENGINEER AND MAINTAIN AIRPORT OPERATION TO THE GREATEST

EXTENT POSSIBLE.

5. ALL RUNWAY AND TAXIWAY LIGHTING SHALL BE SHUT DOWN/OFFLINE DURING RUNWAY CLOSURE. ALL GUIDANCE

SIGNS SHALL BE SHUT DOWN/OFFLINE (IF LIGHTED) AND COVERED DURING RUNWAY CLOSURE.

6. BARRICADES ARE TO BE INSTALLED AND REMOVED FOR EACH WORK AREA AS NEEDED TO COMPLETE THE

CONSTRUCTION.

7. RUNWAY AND TAXIWAY MARKINGS SHALL BE IN PLACE ANY TIME RUNWAY OR TAXIWAYS ARE OPEN TO AIR TRAFFIC.

8. 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.

9. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL PRECEDE CRACK SEAL WORK AND SEAL COAT WORK.

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

11. CONTRACTOR SHALL PERFORM FRICTION TESTING PER AC 150/5320-12C MEASUREMENT, CONSTRUCTION, AND MAINTENANCE OF SKID RESISTANT AIRPORT PAVEMENT SURFACES PRIOR TO REOPENING RUNWAY.

12. CONTRACTOR SHALL IMPLEMENT APPROVED SPCD IN ACCORDANCE WITH SECTION 01300 OF THE SPECIFICATIONS.

120 120 240

SCALE OF FEET

SCALE: 1"=120'

RUNWAY 16-34

TAXIWAY A

TAXIWAY A

TAXIWAY B

W AIRWAY RD

BARRICADE WA#1

PER DETAIL

SECURITY GATE ENTRANCE

TAXIWAY B2

TAXIWAY A1TAXIWAY A2TAXIWAY A3

SECONDARY STAGING

AREA WITH BARRICADES

BARRICADE WA#1

PER DETAIL

BARRICADE WA#1

PER DETAIL

BARRICADE WA#1

PER DETAIL

BARRICADE WA#1 & WA#2

PER DETAIL

BARRICADE WA#1 & WA#2

PER DETAIL

RUNWAY CLOSURE "X" WA#1

PER DETAIL

RUNWAY CLOSURE "X" WA#1

PER DETAIL

TAXIWAY CLOSURE "X" WA#2

PER DETAIL

SECURITY GATE

ENTRANCE

TAXIWAY B1

BARRICADE WA#1 & WA#2

PER DETAIL

G-04

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PRIMARY STAGING

AREA

TAXIWAY CLOSURE "X" WA#2

PER DETAIL

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HAUL ROUTE

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THE SCOPE OF THIS PROJECT HAS BEEN

COORDINATED WITH THE 2026 ODAV PMP CYCLE TO

AVOID DUPLICATION OF TREATMENTS.

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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

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. IN THE EVENT OF NIGHTTIME CONSTRUCTION, LIGHTING EQUIPMENT MUST

ADEQUATELY ILLUMINATE THE WORK AREA PER FAA AC 150/5320-2G

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 TRAINING IS 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 ENDS 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 NAVAIDS.

AIRPORT SPONSOR TO SUBMIT RUNWAY CLOSURE STRATEGIC EVENT

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

CONSTRUCTION START DATE.

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

17. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

18. CONTRACTOR SHALL PREVENT WILDLIFE ATTRACTANTS PER FAA AC

150/5200-33C HAZARDOUS WILDLIFE ATTRACTANTS ON OR NEAR AIRPORTS.

19. CONTRACTOR TO COORDINATE WITH THE ENGINEER AND OWNER FOR

COMPLETION AND SUBMITTAL OF FAA FORM 7460-1.

20. 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.

2. 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.

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 (RSA) - 60 FEET FROM ℄; 240 FEET FROM RUNWAY END/THRESHOLD

TAXIWAYS (TSA) - 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 ZONES UNLESS THE TAXIWAY IS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE OF

EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED WITHIN TAXIWAY OBJECT FREE ZONES.

6. PERSONNEL, MATERIAL, AND EQUIPMENT MAY NOT OCCUPY THE OBSTACLE FREE ZONE WHILE THE

RUNWAY IS OPEN FOR AIRCRAFT OPERATIONS

7. OBJECT FREE AREA LIMITS

RUNWAY 16-34 (OFA) - 125 FEET FROM ℄

TAXIWAYS (TOFA) - 44.5 FEET FROM ℄

8. OBSTACLE FREE ZONE LIMITS:

RUNWAY 16-34 (OFZ) - 125 FEET FROM ℄; 200 FEET FROM RUNWAY END/THRESHOLD

9. RUNWAY AND TAXIWAY SAFETY AREA, RUNWAY AND TAXIWAY OBJECT FREE AREA, AND OBSTACLE 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 9 CONTINUOUS CALENDAR DAYS OF CONTRACT

NOTICE TO PROCEED.

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

OF THE OWNER.

3. WORK EXEMPT FROM THE 9 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.

4. COORDINATE WORK AREA CLOSURES WITH THE AIRPORT TO ENSURE ACCESS AS NEEDED TO

MAINTAIN AIRPORT OPERATIONS TO THE FURTHEST EXTENT POSSIBLE.

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 15-5370-2G OPERATIONAL SAFETY

ON AIRPORTS DURING CONSTRUCTION FOR MARKINGS OF A

TEMPORARY RUNWAY CLOSURE.

SCALE: N.T.S.

G-04

RUNWAY CLOSURE "X" DETAIL

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 AC 150/5370-2G OPERATIONAL SAFETY ON AIRPORT

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 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.

SCALE: N.T.S.

G-04

LOW LEVEL BARRICADE DETAIL

VARIES 6'-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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw ay S ur fa ce S ea l -

P ha se I

- D es ig n\

C

AD

W

O R

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N

G \G

-0

- S

IT

E

SA

FE

TY

N

O

TE

S

D

ET

AI

LS

.d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

CONSTRUCTION SITE AND SAFETY NOTES AND DETAILS

G-04

ELEVATION - SIDE

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.

SCALE: N.T.S.

G-04

TAXIWAY CLOSURE "X" DETAIL

5'

.5'

RUNWAY/TAXIWAY 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 APPLICABLE

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

BE PROVIDE THE RPR WITH A WRITTEN REPORT OF PASSING TEST RESULTS FOR ACCEPTANCE

PRIOR TO RE-OPENING THE RUNWAY.

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

6. REMOVE BARRICADES AND CLOSURE MARKERS.

10+00 15+00 20+00 25+00 30+00 35+00 38+71

0'

0'

EROSION CONTROL PLAN AND DETAILS

EC-01

5 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

C -0

- E

R O

SI

O

N C

O N

TR

O

L

PL

AN

.d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

EC-01

EROSION CONTROL PLAN

SCALE: 1"=120'

120 120 240

SCALE OF FEET

SCALE: 1"=120'

EROSION CONTROL 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.

ANTICIPATED PROJECT SCHEDULE:

1. ANTICIPATED START DATE FOR WORK IS JUNE 2026. WORK INCLUDES

PAVEMENT REHABILITATION CONSISTING OF CRACK SEALING, AC PATCHING,

AND SURFACE SEAL.

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

ARE ANTICIPATED.

EC-01

DITCH PROTECTION BIO-FILTER BAG

SCALE: N.T.S.

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

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

OBSTACLE FREE ZONE

WORK AREA #1

WORK AREA #2

DITCH PROTECTION

BIO-FILTER BAG

CONTRACTOR

HAUL/ACCESS ROADS

CONTRACTOR STAGING

AREA

LOW LEVEL BARRICADES

RUNWAY 16-34

TW

Y

B2

TW

Y

A3

TAXIWAY A

TW

Y

A2

TW

Y

A1

TW

Y B1

TAXIWAY A

TAXIWAY B

W AIRWAY RD

EC-01

DITCH PROTECTION

PER2

EC-01

EC-01

AI

R

PO

R

T D

R

DITCH PROTECTION

PER

EC-01

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text N

0'

PAVEMENT MARKING REMOVAL PLAN

C-01

6 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

-0

- D

EM

O P

LA

N

.d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

C-01

PAVEMENT MARKING REMOVAL PLAN

SCALE: 1"=120'

PAVEMENT MARKING REMOVAL NOTES:

1. PROTECT EXISTING STRUCTURES, UTILITIES, AND FEATURES TO REMAIN.

2. PROTECT ALL EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE NOTED.

3. 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.

4. 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.

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

OBSTACLE FREE ZONE

WORK AREA #1

WORK AREA #2

RUNWAY NUMERAL MARKING REMOVAL

RUNWAY ARROW MARKING REMOVAL

RUNWAY CENTERLINE MARKING REMOVAL

PAVEMENT STRIPING MARKING REMOVAL

HOLD LINE MARKING REMOVAL

RUNWAY 16-34

TW

Y

B2

TW

Y

A3

TAXIWAY A

TW

Y

A2

TW

Y

A1

TW

Y B1

TAXIWAY A

TAXIWAY B

W AIRWAY RD

AI

R

PO

R

T D

R

120 120 240

SCALE OF FEET

SCALE: 1"=120'

HOLD BAR MARKING REMOVAL,

100% OF ALL 3' BARS

HOLD BAR MARKING

REMOVAL

ARROWHEAD MARKING

REMOVAL, 100% (TYP.)

RUNWAY CLOSURE "X" WA#1

PER DETAIL

G-04

RUNWAY CLOSURE "X" WA#1

PER DETAIL

G-04

RUNWAY 16 PAVEMENT

MARKING REMOVAL,

100% (TYP.)

RUNWAY 34 PAVEMENT

MARKING REMOVAL,

100% (TYP.)

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 1,547 4,191

2 905 0

TOTALS 2,452 4,191

PROJECT TOTAL

(YELLOW & WHITE) 6,643

THRESHOLD BAR

MARKING REMOVAL

DEMARCATION BAR

MARKING REMOVAL

RUNWAY CENTERLINE

MARKING REMOVAL,

100% (TYP.)

CONTINUOUS TAXIWAY CENTERLINE

MARKING REMOVAL, 100% (TYP.)

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text N

0'

CRACK SEAL AND PAVEMENT REPAIR PLAN

C-02

7 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

-0

- C R

AC

K

SE

AL

A N

D P

AV

EM

EN

T

R

EP

AI

R

P

LA

N .d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

SCALE: 1"=120'

RUNWAY 16-34

120 120 240

SCALE OF FEET

SCALE: 1"=120'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

OBSTACLE FREE ZONE

WORK AREA #1

WORK AREA #2

KEYED NOTE # CRACK SEALING (LF) AC PATCHING (SF)

WORK AREA #1

1 1,245 0

2 60 0

3 28 0

4 25 0

SUBTOTAL 1,358 0

WORK AREA #2

5 0 0

6 1,627 539

7 0 0

8 28 0

SUBTOTAL 1,655 539

PROJECT TOTAL 3,013 539

1 4

5 6 3

TW

Y

B2

TW

Y

A3

TAXIWAY A

TW

Y

A2

TW

Y

A1

TW

Y

B1

TAXIWAY A

TAXIWAY B

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.80.

CONTRACTOR TO PERFORM RADIO CHECK PRIOR TO ENTERING

THE AIRPORT.

2. THE CONTRACTOR SHALL USE CAUTION AROUND ALL EXISTING

AIRPORT GUIDANCE ITEMS INCLUDING RUNWAY LIGHTS, TAXIWAY

REFLECTORS, AND CONNECTOR SIGNS. THE CONTRACTOR WILL

INCUR THE COST OF ANY STRUCTURES DAMAGED DURING

CONSTRUCTION ACTIVITIES.

3. CONTRACTOR CHANGES TO THE PHASING PLAN REQUIRES

APPROVAL FROM THE ENGINEER.

CRACK SEALING NOTES:

1. CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS MINIMUM

PRIOR TO CRACK REPAIR WORK.

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. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IF ANY

DISCREPANCY IN CRACK LENGTH IS OBSERVED.

4. REMOVE EXISTING PAVEMENT MARKINGS BEFORE CRACK

SEALING. REMOVED PAVEMENT MARKINGS SHALL BE REPLACED

PRIOR TO OPENING RUNWAY OR TAXIWAY TO AIR TRAFFIC.

5. PERFORM CRACK SEALING PRIOR TO SURFACE SEAL

APPLICATION.

6. APPLY A PRE-EMERGENT HERBICIDE TO CRACKS IMMEDIATELY

PRIOR TO SEALING.

7. FOR CRACK SEALING DETAIL REFER TO

AC PATCHING NOTES:

1. FOR AC PATCHING DETAIL, REFER TO

2. THE ASPHALT PATCH LOCATIONS INDICATED ON THE PLANS ARE

APPROXIMATE. ASPHALT DEMOLITION EXTENTS FOR ASPHALT

PATCHES WILL BE INDICATED BY THE ENGINEER. CONTRACTOR

WILL BE PROVIDED WITH MEASURED ASPHALT PATCH QUANTITY

INFORMATION.

3. CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS MINIMUM

PRIOR TO ASPHALT PATCH WORK.

4. PERFORM AC PATCHING WORK PRIOR TO SURFACE SEAL

APPLICATION.

AC PATCH

4' x 24'

AC PATCH

7' x 20'

AC PATCH

7' x 12'

AC PATCH

5' x 3'

AC PATCH

6' x 15'

W AIRWAY RD

AI

R

PO

R

T D

R

C-04

C-04

RUNWAY CLOSURE "X" WA#1

PER DETAIL

G-04

RUNWAY CLOSURE "X" WA#1

PER DETAIL

G-04

AC PATCH

5.5' x 5'AC PATCH

8' x 5'

AC PATCH

6.5' x 7'

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text

OFA

AutoCAD SHX Text N

MULTICORELINK:D-01 - PVMT REPAIR DETAILS-9 PAVEMENT REPAIR DETAILS

MULTICORELINK:D-01 - PVMT REPAIR DETAILS-9 PAVEMENT REPAIR DETAILS

0'

SURFACE SEAL PLAN

C-03

8 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

-0

- S U

R

FA

C E

SE

AL

P

LA

N .d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

C-03

SURFACE SEAL PLAN

SCALE: 1"=120'

RUNWAY 16-34

120 120 240

SCALE OF FEET

SCALE: 1"=120'

5 6

TW

Y

B2

TW

Y

A3

TAXIWAY A

TW

Y

A2

TW

Y

A1

TW

Y

B1

TAXIWAY A

TAXIWAY B

W AIRWAY RD

AI

R

PO

R

T D

R

SURFACE SEAL NOTES:

1. PERFORM EXISTING PAVEMENT MARKING REMOVAL, CRACK SEALING, AND AC PATCHING WORK AS SHOWN

ON THE PLANS AND AS DESCRIBED IN THE SPECIFICATIONS BEFORE APPLYING ANY SURFACE SEAL. THIS

ALSO APPLIES TO FRICTION TEST STRIPS FOR STANDARD SEAL COATING.

2. PROVIDE SURFACE PREPARATION AND EDGE CLEANING FOR ALL AREAS TO RECEIVE STANDARD SEAL COAT

AND SLURRY SEAL PER

3. ALL PAVEMENT MARKINGS WITHIN WORK AREAS MUST BE REMARKED AFTER SURFACE SEAL APPLICATION AND BEFORE AREAS ARE REOPENED TO AIR TRAFFIC. REFER TO THE PAVEMENT MARKING PLANS.

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

5. PRESERVE AND PROTECT ALL PAVEMENT MARKINGS OUTSIDE OF WORK AREAS. DAMAGE TO MARKINGS OUTSIDE OF WORK AREAS WILL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

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 IN THE

SPECIFICATIONS.

7. 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 PRIOR TO OPENING TO TRAFFIC. SEE ITEM P-608 IN THE SPECIFICATIONS.

8. FRESH SLURRY SEAL (P-626) SHALL BE PROTECTED AND PERMITTED TO DRY 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.

STANDARD SEAL COAT (P-608)

KEYED NOTE # SURFACE SEAL (SY)

WORK AREA #1

1 18,689

2 384

3 320

4 361

SUBTOTAL 19,754

WORK AREA #2

7 188

8 387

SUBTOTAL 575

TOTAL 20,329

SLURRY SEAL (P-626)

KEYED NOTE # SURFACE SEAL (SY)

WORK AREA #2

5 1,832

6 2,166

TOTAL 3,998

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

OBSTACLE FREE ZONE

STANDARD SEAL COAT AREA

SLURRY SEAL AREA

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.80.

CONTRACTOR TO PERFORM RADIO CHECK PRIOR TO

ENTERING THE AIRPORT.

2. THE CONTRACTOR SHALL USE CAUTION AROUND ALL

EXISTING AIRPORT GUIDANCE ITEMS INCLUDING RUNWAY

LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR SIGNS.

THE CONTRACTOR WILL INCUR THE COST OF ANY

STRUCTURES DAMAGED DURING CONSTRUCTION

ACTIVITIES.

3. CONTRACTOR CHANGES TO THE PHASING PLAN REQUIRES

APPROVAL FROM THE ENGINEER.

C-04

RUNWAY CLOSURE "X" WA#1

PER DETAIL

G-04

RUNWAY CLOSURE "X" WA#1

PER DETAIL

G-04

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MULTICORELINK:D-01 - PVMT REPAIR DETAILS-9 PAVEMENT REPAIR DETAILS

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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

-0

- P

VM

T R

EP

AI

R D

ET

AI

LS

.d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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 REPAIR DETAILS

C-04

C-04

CRACK SEALING DETAIL

SCALE: NTS

PAVEMENT EDGE CLEANING DETAIL

SCALE: NTS

2'

REMOVE OVERGROWN

SOD, MOSS, SOIL, VEGETATION

AND THOROUGHLY CLEAN

PRIOR TO SEAL COAT

EXISTING

PAVEMENT

SECTION

FINISH GRADE

MATCH EXISTING

GRADE

1.5" EDGE EXPOSURE

C-04

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.

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"

10+00 15+00 20+00 25+00 30+00 35+00 38+71

PAVEMENT MARKING OVERALL PLAN

C-05

10 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

-0

- P

VM

T M

AR

KI

N G

O

VE

R

AL

L

PL

AN

.d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

C-05

PAVEMENT MARKING OVERALL PLAN

SCALE: 1"=120'

120 120 240

SCALE OF FEET

SCALE: 1"=120'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

OBSTACLE FREE ZONE

WORK AREA #1

WORK AREA #2

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

RUNWAY 16-34

TW

Y

B2

TW

Y

A3 TAXIWAY A

TW

Y

A2

TW

Y

A1

TW

Y

B1

TAXIWAY A

TAXIWAY B

W AIRWAY RD

AI

R

PO

R

T D

R

SEE

SHEET

C-06

SEE

SHEET

C-07

PAVEMENT MARKINGS

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

1 1,591 5,002

2 906 0

TOTALS 2,497 5,002

PROJECT TOTAL

(YELLOW & WHITE) 7,499

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING

LOCATIONS. ADHESIVE TABS SHALL NOT BE USED FOR

MARKING LAYOUT PRIOR TO SURFACE SEAL APPLICATION.

2. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT WITH THE FOLLOWING COVERAGE:

· FIRST COAT: 30% OF SPECIFIED APPLICATION RATE

WITHOUT GLASS BEADS

· SECOND/FINAL COAT: 100% OF SPECIFIED APPLICATION

RATE WITH GLASS BEADS

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

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

PER SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS FOR RUNWAY AND TAXIWAYS

SHALL BE APPLIED PRIOR TO OPENING.

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

6. ALL PAVEMENT MARKINGS SHALL MEET THE STANDARDS OF

FAA AC 150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

7. 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

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MULTICORELINK:C - PVMT MARKING PLANS-11 PAVEMENT MARKING PLAN - STA 10+00 TO STA 24+00 MULTICORELINK:C - PVMT MARKING PLANS-11 PAVEMENT MARKING PLAN - STA 10+00 TO STA 24+00 MULTICORELINK:C - PVMT MARKING PLANS-12 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71 MULTICORELINK:C - PVMT MARKING PLANS-12 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71

10+00 15+00 20+00

.6

14.0' 12.4'

.0

.5

.0

PAVEMENT MARKING PLAN - STA 10+00 TO STA 24+00

C-06

11 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

PV

M T

M

AR

KI

N

G P

LA

N

S.

dw g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

OBSTACLE FREE ZONE

WORK AREA #1

WORK AREA #2

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

RUNWAY 16-34

TW

Y

B2

TW

Y

A3

TAXIWAY A

TW

Y

A2

TAXIWAY B

M

AT

C H

LI

N

E

ST

A

+0 0, S

EE

S H

EE

T

C -0

37.0'

40.0'

20.0'

120.0'

80.0' 80.0' 80.0' 80.0' 63.5' 63.5' 80.0'

120.0' 120.0' 120.0' 120.0' 100.0' 100.0'

RUNWAY 16 MARKINGS

PER

C-08

C-06

PAVEMENT MARKING PLAN - STA 10+00 TO STA 24+00

SCALE: 1"=50'

50 50 100

SCALE OF FEET

SCALE: 1"=50'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

RUNWAY CENTERLINE

STRIPES PER

C-09

CONTINUOUS TAXIWAY

CENTERLINE MARKING

PER

C-09 HOLD BAR MARKINGS

PER

C-09

R75.0'

R70.0'

R

.0

R70 .0'

R70.0'

CONTINUOUS TAXIWAY

CENTERLINE MARKING

PER3

C-09

MATCH INTO EXISTING

MARKINGS

N: 324564.76 E: 7568593.54

N: 326564.74 E: 7568601.11

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING

LOCATIONS. ADHESIVE TABS SHALL NOT BE USED FOR

MARKING LAYOUT PRIOR TO SURFACE SEAL APPLICATION.

2. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT WITH THE FOLLOWING COVERAGE:

· FIRST COAT: 30% OF SPECIFIED APPLICATION RATE

WITHOUT GLASS BEADS

· SECOND/FINAL COAT: 100% OF SPECIFIED APPLICATION

RATE WITH GLASS BEADS

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

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

PER SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS FOR RUNWAY AND TAXIWAYS

SHALL BE APPLIED PRIOR TO OPENING.

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

6. ALL PAVEMENT MARKINGS SHALL MEET THE STANDARDS OF

FAA AC 150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

7. 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.

MULTICORELINK:C - PVMT MARKING PLANS-12 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71 MULTICORELINK:C - PVMT MARKING PLANS-12 PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-13 PAVEMENT MARKING DETAILS

AutoCAD SHX Text N

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

25+00 30+00 35+00 38+71

PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71

C-07

12 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

PV

M T

M

AR

KI

N

G P

LA

N

S.

dw g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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 16-34

TW

Y

A1

TW

Y

B1

TAXIWAY A

M

AT

C H

LI

N

E

ST

A

+0 0, S

EE

S H

EE

T

C -0

80.0'

120.0'

80.0'

120.0'

80.0'

120.0'

80.0'

120.0'

40.0'

120.0'

80.0'

10.0' 30.0' 80.0' 60.0'

5.0'

5.0'

50 50 100

SCALE OF FEET

SCALE: 1"=50'

C-07

PAVEMENT MARKING PLAN - STA 24+00 TO STA 38+71

SCALE: 1"=50'

70.7'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

.8

.8

9.2' 9.5'

R75 .0'

R75.0'

MATCH INTO

EXISTING

MARKINGS

RUNWAY 34 MARKINGS

PER

C-08

RUNWAY CENTERLINE

STRIPES PER

C-09

HOLD BAR MARKINGS

PER

C-09

CONTINUOUS TAXIWAY

CENTERLINE MARKING

PER3

C-09

ALIGNED TAXIWAY MARKINGS

PER

C-08

RUNWAY ARROWHEADS

PER

C-09

6" TAXIWAY CENTERLINE STRIPE

R30.0'

13.1' 12.7'

CONTINUOUS TAXIWAY

CENTERLINE MARKING

PER

C-09

.0

N: 325114.56 E: 7568593.54

N: 325114.91 E: 7568600.91

NOTES:

1. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING

LOCATIONS. ADHESIVE TABS SHALL NOT BE USED FOR

MARKING LAYOUT PRIOR TO SURFACE SEAL APPLICATION.

2. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT WITH THE FOLLOWING COVERAGE:

· FIRST COAT: 30% OF SPECIFIED APPLICATION RATE

WITHOUT GLASS BEADS

· SECOND/FINAL COAT: 100% OF SPECIFIED APPLICATION

RATE WITH GLASS BEADS

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

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

PER SPECIFICATIONS.

4. ALL PAVEMENT MARKINGS FOR RUNWAY AND TAXIWAYS

SHALL BE APPLIED PRIOR TO OPENING.

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

6. ALL PAVEMENT MARKINGS SHALL MEET THE STANDARDS OF

FAA AC 150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

7. 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.

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

OBSTACLE FREE ZONE

WORK AREA #1

WORK AREA #2

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

AutoCAD SHX Text N

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-13 PAVEMENT MARKING DETAILS

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-13 PAVEMENT MARKING DETAILS

PAVEMENT MARKING DETAILS

C-08

13 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B 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\

- L eb an on

S ta te R un w ay a nd T ax iw 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

-0 2-

PV

M

T M

AR

KI

N G

D

ET

AI

LS

.d w g

AS NOTED40097.140.01

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

LRR

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. 3-41-0033-011-2025

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

C-08

RUNWAY 16 PAVEMENT MARKINGS

SCALE: N.T.S.

63.0'

60.0'

15.0'

10.0' 17.0' 10.0'

13.0'

5.0'

5.0'

5.0'

2.0' 10.0'

1.0'

14.0'

5.0'

40.0'

60.0'

60.0'

29.0'14.0'17.0'

9.0'

10.0'10.0' 20.0'

7.0'5.0' 5.0'

5.0'

10.0' 13.0'19.0'

15.0'

5.0'18.0'

10.0'

2.5'

7.5'40.0'

10.0' 10.0'

5.0'

15.0'

15.0'

45.0' 30.0' 45.0'

3.0'

5.0'

C-08

ALIGNED TAXIWAY PAVEMENT MARKINGS

SCALE: N.T.S.

C-08

RUNWAY 34 PAVEMENT MARKINGS

SCALE: N.T.S.

RUNWAY DEMARCATION

BAR (YELLOW)

ARROWHEAD

PER

C-09

6" TAXIWAY CENTERLINE

MARKING

RUNWAY THRESHOLD

BAR (WHITE)

ARROWHEAD

PER 4

C-09

RUNWAY CENTERLINE

MARKING PER

C-09

RUNWAY CENTERLINE

MARKING PER

C-09

20.0'

15.0'

15.0'

60.0'

EDGE OF RUNWAY

PAVEMENT

EDGE OF RUNWAY

PAVEMENT

EDGE OF RUNWAY

PAVEMENT

EDGE OF RUNWAY

EDGE OF ALIGNED

TAXIWAY PAVEMENT

EDGE OF ALIGNED

TAXIWAY PAVEMENT

EDGE OF ALIGNED

TAXIWAY PAVEMENT

EDGE OF RUNWAY

PAVEMENT

EDGE OF RUNWAY

PAVEMENT

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

MULTICORELINK:D-02-03 - PVMT MARKING DETAILS-14 PAVEMENT MARKING DETAILS

PAVEMENT MARKING DETAILS

C-09

14 OF 14SCALES 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

LEBANON STATE AIRPORT (S30)

RUNWAY AND TAXIWAY B SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DES…