CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT

RUNWAY, TAXILANE, AND APRON SURFACE SEAL

ATTACHMENT D – RUNWAY, TAXILANE, 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

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

A.I.P. NO. 3-41-0072-018-2025

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

SITE MAP

SCALE: N.T.S.

VICINITY MAP

SCALE: N.T.S.

PROJECT LOCATION

N

G-01

COVER SHEET

N

S MULINO RD

H W

Y 213

S BUFF RD

PASSMORE RD

SHEET INDEX

SHEET NO DWG NO SHEET TITLE

1 G-01 COVER SHEET

2 G-02 SITE AND SURVEY CONTROL PLAN

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

6 C-01 DEMOLITION PLAN

7 C-02 CRACK SEAL AND PAVEMENT REPAIR PLAN

8 C-03 SURFACE SEAL PLAN

9 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 DETAILS

14 C-09 PAVEMENT MARKING DETAILS

MULTICORELINK:14101 SITE AND SURVEY CONTROL-2 G-02

MULTICORELINK:14101 CONSTRUCTION SITE AND SAFETY PHASING PLAN-G-03

MULTICORELINK:14101 CONSTRUCTION SITE AND SAFETY PHASING PLAN-G-03

MULTICORELINK:14101 CONSTRUCTION SITE AND SAFETY PHASING PLAN-G-03

MULTICORELINK:14101 CONSTRUCTION SITE AND SAFETY PHASING PLAN-G-04

MULTICORELINK:14101 CONSTRUCTION SITE AND SAFETY PHASING PLAN-G-04

MULTICORELINK:14101 CONSTRUCTION SITE AND SAFETY PHASING PLAN-G-04

MULTICORELINK:14101 EROSION CONTROL PLAN-EC-01

MULTICORELINK:14101 EROSION CONTROL PLAN-EC-01

MULTICORELINK:14101 EROSION CONTROL PLAN-EC-01

MULTICORELINK:14101 DEMOLITION PLAN-C-01

MULTICORELINK:14101 DEMOLITION PLAN-C-01

MULTICORELINK:14101 DEMOLITION PLAN-C-01

MULTICORELINK:14101 CRACK REPAIR-C-02

MULTICORELINK:14101 CRACK REPAIR-C-02

MULTICORELINK:14101 CRACK REPAIR-C-02

MULTICORELINK:14101 SURFACE SEAL-8 C-03

MULTICORELINK:14101 DETAILS-9 C-04

MULTICORELINK:14101 DETAILS-9 C-04

MULTICORELINK:14101 DETAILS-9 C-04

MULTICORELINK:14101 PAVEMENT MARKING OVERALL PLAN-10 C-05

MULTICORELINK:14101 PAVEMENT MARKING OVERALL PLAN-10 C-05

MULTICORELINK:14101 PAVEMENT MARKING OVERALL PLAN-10 C-05

MULTICORELINK:14101 PAVEMENT MARKING PLAN-11 C-06

MULTICORELINK:14101 PAVEMENT MARKING PLAN-11 C-06

MULTICORELINK:14101 PAVEMENT MARKING PLAN-11 C-06

MULTICORELINK:14101 PAVEMENT MARKING PLAN-12 C-07

MULTICORELINK:14101 PAVEMENT MARKING PLAN-12 C-07

MULTICORELINK:14101 PAVEMENT MARKING PLAN-12 C-07

MULTICORELINK:14101 DETAILS-13 C-08

MULTICORELINK:14101 DETAILS-13 C-08

MULTICORELINK:14101 DETAILS-13 C-08

MULTICORELINK:14101 DETAILS-14 C-09

MULTICORELINK:14101 DETAILS-14 C-09

MULTICORELINK:14101 DETAILS-14 C-09

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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O re go n

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

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AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

SITE AND SURVEY CONTROL PLAN

SCALE: 1"=150'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXILANE OBJECT FREE AREA

CONTROL POINT

G-02

EXISTING WINDCONE

TAXIWAY A

RUNWAY 14-32

TWY A2

NORTH TAXILANE

TWY A1 TWY A3

S AIRPORT RD

LA

ND

IN

G

W

AY

S MULINO RD

SECURITY GATE

SURVEY CONTROL TABLE

NAVD 88

POINT # NORTHING EASTING ELEVATION DESCRIPTION

1 573652.21 7664346.41 251.39 CNT IR RPC

2 573659.29 7664043.49 252.48 CNT 5/8IR RPC

3 573138.92 7664016.95 249.60 CNT MAG

4 573165.05 7664404.60 248.80 CNT MAG

5 573092.66 7664241.66 249.02 CNT MAG

6 570409.04 7664319.07 257.60 CAP

7 572566.79 7664424.35 251.50

8 571202.43 7663931.71 255.34 RPC

9 571862.86 7663395.13 256.24 CAP

10 572716.86 7663415.87 249.17 RPC

11 573571.94 7663216.40 247.10 CAP

CP#7

CP#11 CP#10

CP#9

CP#8 CP#6

CP#1 CP#4

CP#5CP#2

CP#3

SURVEY NOTES:

1. COORDINATES SHOWN ARE BASED ON THE OREGON STATE PLANE, NORTH ZONE (2011, INTN'L FOOT).

VERTICAL DATUM: NAVD88

2. TOPOGRAPHIC SURVEY IS PROVIDED FROM CRAWFORD, DRUMMOND & ASSOCIATES, INC, DATED OCTOBER 2025.

3. EXISTING UNDERGROUND UTILITIES THROUGHOUT THIS SET OF DRAWINGS ARE APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE

ANY AND ALL UNDERGROUND UTILITIES.

4. FOR ACCESS TO THE SURVEY CONTROL POINTS THAT ARE LOCATED OUTSIDE OF THE CONSTRUCTION AREA, CONTRACTOR/SURVEYOR SHALL

COORDINATE AND RECEIVE APPROVAL FROM THE AIRPORT BEFORE ENTRY INTO THIS AREA.

MAIN APRON

150'

400'

500'

131'

79'

79'

HANGAR APRON

79'

79'

TAXIWAY

G-02

SITE AND SURVEY CONTROL PLAN

150 150 300

SCALE OF FEET

SCALE: 1"=150'

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=150'

G-03

CONSTRUCTION SITE AND SAFETY PHASING PLAN

WORK AREA DURATION RUNWAY CLOSURE

WA#1 4 DAYS 4 DAYS

WA#2 3 DAYS N/A

CRACK SEALING

AC PATCHING - MAJOR WIDE CRACK

WORK SCOPE - CRACK SEALING AND AC

PATCHING - MAJOR WIDE CRACK (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 RUNWAY CLOSURE X'S)

3. PAVEMENT MARKING REMOVAL

4. CRACK PREPARATION, WIDE CRACK REPAIR

5. CRACK FILL

6. FOREIGN OBJECT DEBRIS (FOD) REMOVAL

WORK AREA DURATION RUNWAY CLOSURE

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 RUNWAY CLOSURE X'S)

3. PAVEMENT MARKING REMOVAL

4. FOREIGN OBJECT DEBRIS (FOD) REMOVAL

5. SURFACE PREPARATION

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 RUNWAY 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 1 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 ENGINEER AND MAINTAIN AIRPORT OPERATION TO THE GREATEST EXTENT

POSSIBLE.

3. ALL RUNWAY LIGHTING 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.

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

THE NORTH TAXILANE 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. 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. SEE CSPP FOR FULL SAFETY AND PHASING REQUIREMENTS.

10. CONTRACTOR SHALL IMPLEMENT SPCD IN ACCORDANCE WITH SECTION 01300

OF THE SPECIFICATIONS.

11. CONTRACTOR TO COORDINATE WITH THE ENGINEER AND OWNER FOR

COMPLETION AND SUBMITTAL OF FAA FORM 7460-1.

TOTAL

WA#1

7 DAYS 4 DAYS

TOTAL 4 DAYS 2 DAYS

TOTAL 2 DAYS 1 DAY

BARRICADE

WA#1 2

G-04

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

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N .d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

EXISTING WINDCONE

TAXIWAY A

S AIRPORT RD

LA

ND

IN

G

W

AY

S MULINO RD

SECURITY GATE

ENTRANCE

MAIN APRON

CONSTRUCTION HAUL

ROUTE TO HWY 213

150 150 300

SCALE OF FEET

SCALE: 1"=150'

LEGEND

WORK AREA #1

WORK AREA #2

CONTRACTOR STAGING AREA

CONTRACTOR HAUL / ACCESS ROUTE

LOW LEVEL BARRICADES

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

RUNWAY OBSTACLE FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

TAXILANE OBJECT FREE AREA

G-04

RUNWAY 14-32

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X"

G-04

G-04

NORTH TAXILANE

BARRICADE

WA#2

G-04

TWY A2TWY A1 TWY A3

131'

79.0'

HANGAR APRON

79'

79'

150'

400'

500'

TAXIWAY

CONTRACTOR

STAGING AREA

LOW LEVEL

BARRICADES

G-04

BARRICADE

WA#12

G-04

79'

BARRICADE

WA#2BARRICADE

WA#2

G-04

BARRICADE

WA#2 2

G-04

CONTRACTOR

HAUL ROUTE TO

RUNWAY 14-32

THE SCOPE OF THIS PROJECT HAS BEEN

COORDINATED WITH THE 2026 ODAV PMP CYCLE TO

AVOID DUPLICATION OF TREATMENTS.

MAIN APRON WILL NOT RECEIVE ANY

SURFACE SEAL APPLICATION.

BID SET

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

C

O N

ST

R

U C

TI

O

N S

IT

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AN

D

S

AF

ET

Y

PH

AS

IN

G

P

LA

N .d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

INSTALL BATTERY OR SOLAR POWERED

RED LENS STANDARD BARRICADE LIGHT

8'-0"

10"

ELEVATION

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 PER THE PLANS OR AS DIRECTED BY THE ENGINEER.

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

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

BARRICADES THROUGHOUT THE DURATION OF THE PROJECT.

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

5. BARRICADES SHALL BE 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"

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. LIMIT STOCKPILES TO 12 FEET IN HEIGHT AND AT LEAST 250 FEET FROM THE RUNWAY

CENTERLINE AND 65.5 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 250 FEET OF THE RUNWAY 14-32 CENTERLINE OR WITHIN 300 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: 123.05 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 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, THRESHOLD LIGHTS, 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.

17. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

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 SECTION P-608-4.2 IN

THE TECHNICAL SPECIFICATIONS.

20. SPECIFIC WEATHER CONDITIONS MUST BE MET FOR THE 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.

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. 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 14-32 - 75 FEET FROM ; 300 FEET FROM RUNWAY END/THRESHOLD (RSA)

- (60 FEET FROM MIN. STANDARD)

TAXIWAYS - 39.5 FEET FROM

- (24.5 FEET FROM MIN. STANDARD)

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 250 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 ACTIVE

TAXIWAY/RUNWAY OBJECT FREE AREAS.

6. PERSONNEL, MATERIAL, AND/OR EQUIPMENT MAY NOT PENETRATE THE OBSTACLE FREE ZONE

WHILE THE RUNWAY IS OPEN FOR AIRCRAFT OPERATIONS.

7. OBJECT FREE AREA LIMITS: OBSTACLE FREE ZONE LIMITS:

RUNWAY 14-32 - 250 FEET FROM RUNWAY 14-32 -200 FEET FROM

TAXIWAYS - 65.5 FEET FROM

(44.5 FEET MIN STANDARD)

TAXILANES - 57.5 FEET FROM

8. RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND TAXIWAY OBJECT FREE ZONE CRITERIA

MUST BOTH BE MET PRIOR TO OPENING AN IMPACTED RUNWAY OR TAXIWAY.

WORK SCHEDULE AND PHASING NOTES:

1. ALL WORK SHALL BE COMPLETED WITHIN 13 CONTINUOUS CALENDAR DAYS OF

CONTRACT NOTICE TO PROCEED.

2. NOTICE TO PROCEED FOR CONSTRUCTION IS ANTICIPATED AUGUST 2026 AT

THE EARLIEST.

3. WORK EXEMPT FROM THE 13 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.

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

C L C L

C L C L

C L C L

C L

C L

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.

EC-01

EROSION CONTROL PLAN

EC-01

EROSION CONTROL PLAN

SCALE: 1"=150'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXILANE OBJECT FREE AREA

WORK AREA BOUNDARY

INLET BASIN PROTECTION

PER

LOW LEVEL BARRICADE

CONTRACTOR STAGING AREA

HAUL ROUTE

NOTES:

1. 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.

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

MATERIALS.

EC-01

ANTICIPATED PROJECT SCHEDULE:

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

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

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

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

E

R O

SI

O

N C

O N

TR

O

L

PL

AN

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

EXISTING WINDCONE

TAXIWAY A

RUNWAY 14-32

150 150 300

SCALE OF FEET

SCALE: 1"=150'

S MULINO RD

SECURITY GATE

MAIN APRON

EC-01

PREFABRICATED FILTER

INSERT-TYPE 3 DETAIL

NO SCALE

FLOW

FLOW

GRATE#5 REBAR #5 REBAR

SEWN 6"

OVERLAP

GEOTEXTILE INSERT

SEWN 6"

OVERLAP

FILTERED

WATER

NOTES:

1. INSTALL PREFABRICATED FILTER INSERT -

TYPE 3 PER ODOT STANDARD DRAWING

RD1010.

2. INSTALLATION, MAINTENANCE, AND REMOVAL

OF INLET PROTECTION SHALL BE INCIDENTAL

TO "TEMPORARY EROSION AND POLLUTION

CONTROL." NO SEPARATE MEASUREMENT OR

PAYMENT SHALL BE MADE.

CONSTRUCTION HAUL

ROUTE TO HWY 213

S AIRPORT RD

LA

ND

IN

G

W

AY

INLET BASIN

PROTECTION (TYP.)

INLET BASIN

PROTECTION (TYP.)

150'

400'

500'

TWY A2TWY A1 TWY A3

131'

79'

79'

79'

79'

NORTH TAXILANE

EC-01

TAXIWAY

HANGAR APRON

EC-01

CONTRACTOR

STAGING AREA

LOW LEVEL

BARRICADES

CONTRACTOR

HAUL ROUTE TO

RUNWAY 14-32

G-04

5.

C-01

DEMOLITION PLAN

SCALE: 1"=150'

C-01

DEMOLITION PLAN

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXILANE OBJECT FREE AREA

WORK AREA #1

WORK AREA #2

RUNWAY PAVEMENT MARKING

REMOVAL

RUNWAY, TAXIWAY, AND TAXILANE

CENTERLINE MARKING REMOVAL

EXISTING PAVEMENT MARKING

DEMOLITION 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

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.

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

D

EM

O

LI

TI

O N

P

LA

N .d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

EXISTING WINDCONE

TAXIWAY A

RUNWAY 14-32

TWY A2

150 150 300

SCALE OF FEET

SCALE: 1"=150'

TWY A1 TWY A3

S AIRPORT RD

LA

ND

IN

G

W

AY

S MULINO RD

SECURITY GATE

MAIN APRON

HOLD BAR TO

REMAIN IN PLACE

HOLD BAR TO

REMAIN IN PLACE

HOLD BAR TO

REMAIN IN PLACE

RUNWAY NUMBER

REMOVAL RUNWAY NUMBER

REMOVAL

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X"

G-04

RUNWAY CENTERLINE

REMOVAL

TAXIWAY LEAD ON

REMOVAL

RUNWAY MARKING TO

BE 100% REMOVED

TAXILANE CENTERLINE

REMOVAL

TAXILANE CENTERLINE

REMOVAL

NORTH TAXILANE

TAXILANE CENTERLINE

REMOVAL

TAXILANE CENTERLINE

REMOVAL TAXIWAY

HANGAR APRON

150'

400'

500'

EX. TAXIWAY CENTERLINES

TO REMAIN IN PLACE

EX. TIE-DOWN PAVEMENT

MARKINGS TO REMAIN IN PLACE

PAVEMENT MARKINGS REMOVAL

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

1 1,451 4,810

2 1,391 0

TOTALS 2,871 4,810

PROJECT TOTAL

(YELLOW & WHITE) 7,681

TAXILANE CL TO BE 100%

REMOVED

TAXILANE CL TO BE 100%

REMOVED

RUNWAY MARKING

REMOVAL

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

SCALE: 1"=150'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXILANE OBJECT FREE AREA

CRACK SEAL WORK AREA #1

CRACK SEAL WORK AREA #2

CRACK REPAIR 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, TAXIWAYS,

OR TAXILANES 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 SEALING PRIOR TO SURFACE SEAL

APPLICATION.

7. FOR CRACK SEALING DETAIL, REFER TO

8. FOR AC PATCHING - WIDE CRACK REPAIR DETAIL,

REFER TO

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF

123.05. 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 # CRACK SEALING (LF) AC PATCHING - WIDE CRACK

REPAIR (LF)

WORK AREA #1

1 16,244 13

2 854 0

3 990 276

SUBTOTAL 18,088 289

WORK AREA #2

4 262 141

5 1,702 96

6 0 52

7 0 90

8 0 36

9 108 78

10 477 37

11 350 60

12 737 27

SUBTOTAL 3,636 617

TOTAL 21,724 906

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

C

R

AC

K R

EP

AI

R .d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

6 7

EXISTING WINDCONE

TAXIWAY A

TWY A2TWY A1 TWY A3

S MULINO RD

SECURITY GATE

MAIN APRON

S AIRPORT RD

LA

ND

IN

G

W

AY

NORTH TAXILANE

RUNWAY 14-32

C-04

150 150 300

SCALE OF FEET

SCALE: 1"=150'

TAXIWAY

HANGAR APRON

150'

400'

500'

MULTICORELINK:14101 DETAILS-9 C-04

C-03

SURFACE SEAL PLAN

SCALE: 1"=150'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXILANE OBJECT FREE AREA

STANDARD SEAL COAT LIMITS

NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 123.05. 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, AND AC PATCHING

- WIDE CRACK REPAIR BEFORE SURFACE SEAL.

3. PROVIDE SURFACE PREPARATION FOR ALL AREAS TO RECEIVE STANDARD (P-608) SEAL COAT. 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 FAA AC 150/5320-12 PRIOR TO OPENING TO TRAFFIC. SEE ITEM

P-608 IN THE SPECIFICATIONS.

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

SPECIFICATIONS

C-04

EXISTING WINDCONE

TAXIWAY A

TWY A2

150 150 300

SCALE OF FEET

SCALE: 1"=150'

TWY A1 TWY A3

S MULINO RD

SECURITY GATE

MAIN APRON

S AIRPORT RD

LA

ND

IN

G

W

AY

NORTH TAXILANE

RUNWAY 14-32

C-03

SURFACE SEAL PLAN

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

S

U R

FA

C

E

SE

AL

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

STANDARD SEAL COAT (P-608)

STANDARD SEAL COAT (P-608)

KEY NOTE # STANDARD SEAL (SY)

WORK AREA #1

1 40,125

2 0

3 1,839

SUBTOTAL 41,964

WORK AREA #2

4 904

5 2,812

6 493

7 737

8 845

9 1,668

10 2,650

11 1,024

12 1,569

SUBTOTAL 12,702

TOTAL 54,666

6 7

RUNWAY 14-32

TAXIWAY

HANGAR APRON

150'

400'

500'

CONCRETE VALLEY

GUTTER

C-04

PAVEMENT REPAIR AND SURFACE SEAL DETAILS

PAVEMENT EDGE CLEANING DETAIL

SCALE: N.T.S.

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

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

D

ET

AI

LS

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

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: N.T.S.

AC PATCHING - MAJOR WIDE CRACK 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

18" - 24"

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.

FOR UNSEALED CRACKS: ROUTE,

CLEAN, AND SEAL

FOR PREVIOUSLY SEALED

CRACKS: HEAT, CLEAN, AND SEAL

C-05

PAVEMENT MARKING OVERALL PLAN

SCALE: 1"=150'

SEE

SHEET

C-07

SEE SHEET

C-06

C-05

PAVEMENT MARKING OVERALL PLAN

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

P

AV

EM

EN

T

M

AR

KI

N

G O

VE

R

AL

L

PL

AN

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

TWY A2TWY A1 TWY A3

TAXIWAY

TAXIWAY A

150 150 300

SCALE OF FEET

SCALE: 1"=150'

RUNWAY 14-32

HANGAR APRON

MAIN APRON

NORTH

TAXILANE

PAVEMENT MARKINGS (FIRST APPLICATION, 30%)

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

1 1,797 5,238

2 1,358 0

TOTALS 3,184 5,238

PROJECT TOTAL

(YELLOW & WHITE) 8,422

PAVEMENT MARKINGS (SECOND APPLICATION, 100%)

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

1 2,643 5,238

2 1,358 0

TOTALS 4,030 5,238

PROJECT TOTAL

(YELLOW & WHITE) 9,268

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WORK AREA #1

WORK AREA #2

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

NOTES:

1. CONTRACTOR TO SURVEY PAVEMENT MARKINGS AND REPLACE IN-PLACE (UNLESS OTHERWISE NOTED) ONCE PAVEMENT REHABILITATION IS

COMPLETE.

2. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT, UNLESS NOTED OTHERWISE. PAVEMENT MARKINGS WITH TWO PAINT

APPLICATIONS WILL HAVE 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. ALL PAVEMENT MARKINGS FOR RUNWAY AND TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING.

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

BID SET

N:572188.6355 E: 7663497.7024

N:571668.9378 E: 7663676.7250

M

AT

C H

LI

N

E, S

EE

B

EL

O

W

C-06

PAVEMENT MARKING PLAN

SCALE: 1"=60'

60 60 120

SCALE OF FEET

SCALE: 1"=60'

C-06

PAVEMENT MARKING PLAN

SCALE: 1"=60'

M

AT

C H

LI

N

E, S

EE

A

BO

VE

C-06

PAVEMENT MARKING PLAN

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

P

AV

EM

EN

T

M

AR

KI

N

G P

LA

N

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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 14 NUMERAL

MARKINGS

C-09

RUNWAY CENTERLINE

MARKING

C-08

RUNWAY CENTERLINE

MARKING

C-08

RUNWAY MARKINGS

C-09

TAXIWAY LEAD ON

MARKING

C-08

TAXIWAY LEAD ON

MARKING

C-08

MATCH INTO EXISTING

R75 'R75'

R75'

MATCH INTO EXISTING

RUNWAY 14-32

RUNWAY 14-32

TW

Y

A1

TW

Y

A2

TW

Y

A3

60 60 120

SCALE OF FEET

SCALE: 1"=60'

40'

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

120' 51' 91' 51'

TAXIWAY LEAD ON

MARKING

C-08

120' 80' 120' 80' 120' 80' 120' 80' 120' 80' 120' 80' 120' 40'

51.0000' 75.0'

20'

20'

10'

60'

91'

91'

60'

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WORK AREA #1

WORK AREA #2

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

NOTES:

1. CONTRACTOR TO SURVEY PAVEMENT MARKINGS AND REPLACE IN-PLACE (UNLESS OTHERWISE NOTED) ONCE PAVEMENT REHABILITATION IS

COMPLETE.

2. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT, UNLESS NOTED OTHERWISE. PAVEMENT MARKINGS WITH TWO PAINT

APPLICATIONS WILL HAVE 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. ALL PAVEMENT MARKINGS FOR RUNWAY AND TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING.

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

MULTICORELINK:14101 DETAILS-14 C-09

MULTICORELINK:14101 DETAILS-13 C-08

MULTICORELINK:14101 DETAILS-13 C-08

MULTICORELINK:14101 DETAILS-14 C-09

MULTICORELINK:14101 DETAILS-13 C-08

MULTICORELINK:14101 DETAILS-13 C-08

X

X

X

C-07

PAVEMENT MARKING PLAN

C-07

PAVEMENT MARKING PLAN

SCALE: 1"=50'

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

P

AV

EM

EN

T

M

AR

KI

N

G P

LA

N

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

6" TAXILANE CENTERLINE

MARKING

6" TAXILANE

CENTERLINE MARKING

6" TAXILANE CENTERLINE

MARKING

6" TAXIWAY CENTERLINE

MARKING, MATCH EX. (TYP.)

SINGLE COAT (100%

APPLICATION RATE)

6" TAXILANE CENTERLINE

MARKING

6" TAXILANE

CENTERLINE MARKING

6" TAXILANE

CENTERLINE MARKING,

MATCH EX. (TYP.)

SINGLE COAT (100%

APPLICATION RATE)

6" TAXILANE CENTERLINE

MARKING, MATCH EX. (TYP.)

SINGLE COAT (100%

APPLICATION RATE)

TIE-DOWN MARKING,

MATCH EX. (TYP.)

SINGLE COAT (100%

APPLICATION RATE)

C-08

MATCH INTO EXISTING

TAXIWAY

NORTH TAXILANE

.5

17.5'

.5

' 12 .5

.5

'12 .5

.5

'12 .5

12.5'

13'

13'

.5

R65'

R50'

R25

R25

R30'

20'

6" TAXILANE CENTERLINE

MARKING

12.5'

12.5'

12.5'

12.5'

50 50 100

SCALE OF FEET

SCALE: 1"=50'

MATCH INTO EXISTING

.5

.5

.5

.0

9.

0'

HANGAR APRON

CONCRETE VALLEY

GUTTER

14.2'

MAIN APRON

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

WORK AREA #1

WORK AREA #2

YELLOW PAVEMENT MARKING

NOTES:

1. CONTRACTOR TO SURVEY PAVEMENT MARKINGS AND REPLACE IN-PLACE (UNLESS OTHERWISE NOTED) ONCE PAVEMENT REHABILITATION IS COMPLETE.

2. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT, UNLESS NOTED OTHERWISE. PAVEMENT MARKINGS WITH TWO PAINT APPLICATIONS

WILL HAVE 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. ALL PAVEMENT MARKINGS FOR RUNWAY AND TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING.

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

C-08

PAVEMENT MARKING DETAILS

RUNWAY CENTERLINE MARKING DETAIL

SCALE: N.T.S.

200' 200'

3' CLEAR GAP

(TYP)

TAXIWAY ℄ MARKING PER

(SEE PLANS FOR CURVE DATA)

RUNWAY ℄

RUNWAY ℄ WHITE MARKING

ON RUNWAY ℄

C-08

TAXIWAY LEAD ON MARKING DETAIL

SCALE: N.T.S.

200'

80' (TYP)120' (TYP)

12" WHITE RUNWAY CENTERLINE

STRIPE CENTERED ON RW CENTERLINE

RUNWAY

CENTERLINE

NOTE: SEE PLAN FOR VARIATION NEAR CENTER OF RUNWAY

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

D

ET

AI

LS

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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

± 24'

± 12'

C-08

TIE-DOWN MARKING DETAIL

SCALE: N.T.S.

C-08

6" WIDE

YELLOW STRIPE

EXISTING

TIE-DOWN

ANCHOR

C-08

RUNWAY ℄ MARKING PER

6" YELLOW MARKING

ON TAXIWAY ℄

C-09

PAVEMENT MARKING DETAILS

C-09

32 RUNWAY NUMERAL AND THRESHOLD MARKINGS

SCALE: N.T.S.

EDGE OF RUNWAY

PAVEMENT

WHITE RUNWAY

NUMERAL

.5

5'

2'

8'

0'

EDGE OF RUNWAY

PAVEMENT

20'

EDGE OF RUNWAY

PAVEMENT

EDGE OF RUNWAY

PAVEMENT

12" WHITE RUNWAY

CENTERLINE STRIPE

12" WHITE RUNWAY

CENTERLINE STRIPE

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

MULINO STATE AIRPORT (4S9)

RUNWAY, APRON, AND TAXILANE SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

\P ro je ct s\

O re go n

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

- M ul in o

St at e R un w ay , T ax ila ne , a nd A pr on

S ur fa ce

S ea l - P ha se

I

- D es ig n\ C

AD

W O

R

KI

N G

\1

D

ET

AI

LS

.d w g

AS NOTED40097.141.01

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

ARB

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. 3-41-0072-018-2025

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-09

14 RUNWAY NUMERAL MARKINGS

SCALE: N.T.S.

5'

EDGE OF RUNWAY

PAVEMENT

5'

WHITE RUNWAY THRESHOLD

MARKING (10' WIDE X 100' LONG)

YELLOW ARROW

6" YELLOW TAXIWAY

CENTERLINE MARKING

RUNWAY

CENTERLINE

RUNWAY CENTERLINE

C-08

C-08

60'

10'

10' 10'

17' 14' 7'

19'

25' (TYP)

5'

9'20

20'60'40'

60'

1.

5'

10'

19' 18'5'

40'

3'

7'6'

5'

5'

10'

5' (TYP)

45' (TYP)

12.5'(TYP)

TY

P)

0'

13'

10'

7.

5'

3' (TYP)

WHITE RUNWAY

NUMERALS

MULTICORELINK:14101 DETAILS-13 C-08

MULTICORELINK:14101 DETAILS-13 C-08