ATTACHMENT D - PLANS AND DRAWINGS~3.pdf

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY SURFACE SEAL PROJECT

ATTACHMENT D – RUNWAY AND TAXIWAY SURFACE SEAL

PROJECT PLANS AND DRAWINGS

OWNER:

Oregon Department of Aviation

3040 25th St. SE Salem, OR 97302

ENGINEER:

Century West Engineering

5500 Meadows Rd., Suite 250

Lake Oswego, OR 97035

Phone: 503.419.2130

MARCH 2025

This Page Left Intentionally Blank

OREGON DEPARTMENT OF

AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY SURFACE

SEALANT PROJECT

A.I.P NO. 3-41-0015-015-2024

MARCH 2025

SITE MAP

NO SCALE

VICINITY MAP

NO SCALE

G-01

COVER SHEET

PROJECT LOCATION

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

Sheet List Table

SHEET NO DWG NO SHEET TITLE

1 G-01 COVER SHEET

2 G-02 SITE & SURVEY CONTROL

3 G-03 CONSTRUCTION SITE & SAFETY PHASING PLAN

4 G-04 SITE & SAFETY NOTES & DETAILS

5 EC-01 EROSION CONTROL PLAN

6 C-01 PAVEMENT MARKING REMOVAL PLAN - BASE BID

7 C-02 PAVEMENT MARKING REMOVAL PLAN - ALTERNATIVE 1

8 C-03 CRACK SEAL AND PAVEMENT REPAIR PLAN - BASE BID

9 C-04 CRACK SEAL AND PAVEMENT REPAIR PLAN - ALTERNATIVE 1

10 C-05 SURFACE SEAL PLAN - BASE BID

11 C-06 SURFACE SEAL PLAN - ALTERNATIVE 1

12 C-07 PAVEMENT MARKING OVERALL PLAN

13 C-08 PAVEMENT MARKING PLAN - BASE BID

14 C-09 PAVEMENT MARKING PLAN - BASE BID

15 C-10 PAVEMENT MARKING PLAN - BASE BID

16 C-11 PAVEMENT MARKING PLAN - OVERALL ALTERNATIVE 1

17 C-12 PAVEMENT MARKING PLAN ADD ALT 1

18 C-13 PAVEMENT MARKING PLAN ADD ALT 1

19 C-14 PAVEMENT MARKING PLAN ADD ALT 1

20 C-15 DETAILS

21 C-16 DETAILS

22 C-17 DETAILS

G-02

SITE AND SURVEY CONTROL PLAN

SCALE: 1"=120'

G-02

SITE & SURVEY CONTROL

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

WORK AREA BOUNDARY

SURVEY NOTES:

1. THE EXISTING CONDITIONS MAP BASED ON GIS .

2. THE COORDINATES SHOWN ARE BASED ON THE OREGON STATE PLAN SOUTH ZONE (3601).

VERTICAL DATUM: NAVD88

3. IF SHOWN, THE LOCATION OF EXISTING UNDERGROUND UTILITIES THROUGHOUT THIS SET OF DRAWINGS ARE IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL

UNDERGROUND UTILITIES.

4. 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.

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

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AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

G-02

N: 790658.38 E: 4252578.45

STA: 10+00

EXISTING WINDCONE

RUNWAY 15-33

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

N: 787519.85 E: 4253205.41

STA: 42+01

120 120 240

SCALE OF FEET

SCALE: 1"=120'

E PALM

ER

AVE

TAXIWAY A

TWY A3TWY A2TWY A1 TWY A4

APRON CONNECTOR 1 APRON CONNECTOR 2

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=120'

G-03

CONSTRUCTION SITE & SAFETY PHASING PLAN

LEGEND:

CONTRACTOR

HAUL/ACCESS ROADS

CONTRACTOR STAGING

AREA

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA #1 (BASE BID)

WORK AREA #2 (ADD ALT.)

LOW LEVEL BARRICADES

120'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

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IN

G P

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.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

E PALM

ER

AVE

250'

120 120 240

SCALE OF FEET

SCALE: 1"=120'

RUNWAY CLOSURE

"X"

G-04

RUNWAY CLOSURE

"X"

G-04

44.5'

WORK AREA DURATION RUNWAY CLOSURE

WA#1 3 DAYS 3 DAYS

WA#2 3 DAYS N/A

CRACK SEALING

WORK SCOPE - CRACK SEAL (PHASE 1):

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

TURNED OFF (FOR WORK AREA #1 CONSTRUCTION

ONLY)

2. MOST OF TAXIWAY A TO BE CLOSED TO AIRCRAFT

OPERATION FOR 1 DAY, WHILE TAXIWAY CONNECTORS

A1-A3 ARE CRACK SEALED.

3. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE Xs)

4. CRACK PREPARATION

5. CRACK FILL

6. 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. MOST OF TAXIWAY A TO BE CLOSED TO AIRCRAFT

OPERATION FOR 1 DAY, WHILE TAXIWAY CONNECTORS

A1-A3 ARE SURFACE SEALED.

3. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE Xs)

4. PAVEMENT MARKING REMOVAL

5. FOREIGN OBJECT DEBRIS (FOD) REMOVAL

6. SURFACE SWEEPING

7. 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)

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING

BARRICADES AND TAXIWAY CLOSURE Xs)

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 6 DAYS 3 DAYS TOTAL 4 DAYS 2 DAYS TOTAL 1 DAY 1 DAY

RUNWAY 15-33

TWY A3

BARRICADE

WA#1 & WA#2

BARRICADE

WA#1 & WA#2

BARRICADE

WA#1 & WA#2

BARRICADE

WA#1

BARRICADE

WA#2

BARRICADE

WA#1 & WA#2

TAXIWAY CLOSURE

"X"

G-04

TAXIWAY CLOSURE

"X"

G-04

TAXIWAY CLOSURE

"X"

G-04

GENERAL PHASING NOTES:

1. THE CONTRACTOR SHALL REQUEST RUNWAY CLOSURES FOR CONSTRUCTION 14

DAYS IN ADVANCE.

2. WORK AREAS ARE SHOWN AS CONSECUTIVE. CONTRACTOR TO SUBMIT THE

CONSTRUCTION SCHEDULE FOR OWNER REVIEW. COORDINATE CLOSURES WITH THE

AIRPORT AND MAINTAIN AIRPORT OPERATION TO THE GREATEST EXTENT POSSIBLE.

3. RUNWAY LIGHTING, TAXIWAY LIGHTING, AND TAXIWAY SIGNS SHALL BE SHUT

DOWN/OFFLINE DURING RUNWAY CLOSURE.

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

BARS ON TAXIWAY CONNECTORS A1, A2, AND A3 FOR THE DURATION OF THE

PROJECT.

5. BARRICADES ARE TO BE INSTALLED AND REMOVED FOR EACH WORK AREA AS

NEEDED TO COMPLETE THE CONSTRUCTION.

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

TAXIWAYS ARE OPEN TO AIR TRAFFIC.

7. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL PRECEDE CRACK SEAL WORK

AND SEAL COAT WORK.

8. TAXIWAY CLOSURES Xs SHALL BE PLACED AT THE ENTRANCE OF THE THE

TEMPORARILY CLOSED TAXIWAY FROM THE RUNWAY. CONTRACTOR TO ENSURE THE

Xs ARE NOT WITHIN THE RUNWAY, AND SECURED WITHIN THE ENTRANCE OF THE

TAXIWAY CONNECTOR AND RSA LIMITS.

TWY A2TWY A1

TAXIWAY A

TWY A4

CONSTRUCTION

STAGING AREA

LOW LEVEL

BARRICADES

APRON

CONNECTOR 1 APRON

CONNECTOR 2

G-04

CONSTRUCTION SAFETY AND PHASING NOTES AND DETAILS

GENERAL WORK AREA NOTES:

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

ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY

PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. NO PERSONAL

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

MAY IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROM THE SITE

IN VIOLATION OF AIRPORT SAFETY AND SECURITY PROCEDURES.

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

PROVIDE TEMPORARY CONNECTIONS TO KEEP ELECTRICAL SYSTEMS

ENERGIZED OUTSIDE OF THE WORK AREA.

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

ENGINEER.

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

RUNWAY CENTERLINE AND 45 FEET FROM TAXIWAY CENTERLINE.

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

THE CONTRACTOR'S STAGING AREA UNLESS OTHERWISE DIRECTED BY THE

ENGINEER.

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

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

PRIOR TO BEGINNING WORK IN ANY AREA.

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

FEET OF THE RUNWAY 15-33 CENTERLINE OR WITHIN 240 FEET OF THE RUNWAY

END WILL REQUIRE A RUNWAY CLOSURE.

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

01300 OF THE TECHNICAL SPECIFICATIONS.

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

IN THE TECHNICAL SPECIFICATIONS.

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

RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY:

CTAF/UNICOM: 122.80

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

COMPLETION OF EACH WORK SHIFT.

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

RUNWAY CLOSURES AS DIRECTED BY THE ENGINEER. ONCE CONSTRUCTION OF

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

SEE SECTION 01300 OF THE TECHNICAL SPECIFICATIONS.

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

GUIDANCE SIGNS AS DIRECTED BY THE AIRPORT TO PREVENT AIRCRAFT FROM

TAXIING TOWARDS CLOSED WORK AREAS. ALL AIRPORT LIGHTING SHALL BE

DISENGAGED DURING A RUNWAY CLOSURE.

14. RUNWAY CLOSURES WILL REQUIRE THE SHUTDOWN OF AIRPORT NAVAIDS. THE

CONTRACTOR IS REQUIRED TO NOTIFY THE ENGINEER OF ANY CLOSURE 45

CALENDAR DAYS IN ADVANCE OF THE CLOSURE.

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

16. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

SEQUENCING NOTES:

1. COORDINATE WORK AREA CLOSURES WITH THE AIRPORT TO

ENSURE ACCESS AS NEEDED TO MAINTAIN AIRPORT

OPERATIONS, INCLUDING PROVIDING FOR AND MAINTAINING

ACCESS TO THE FOLLOWING:

· ACCESS TO HANGARS

· ACCESS TO APRONS

· RUNWAY AND TAXIWAY ACCESS WHEN ALLOWED

2. RUNWAY AND TAXIWAY MARKINGS SHALL BE IN PLACE ANY

TIME RUNWAYS/TAXIWAYS ARE OPEN TO AIR TRAFFIC.

3. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL PRECEDE

CRACK SEAL WORK AND SEAL COAT WORK.

4. DISENGAGE EXISTING BEACON, GUIDANCE SIGNS, NAVAIDS

AND RUNWAY LIGHT CIRCUITS ANY TIME THE RUNWAY IS

CLOSED.

WORK IN SAFETY AREAS AND OBJECT

FREE AREAS:

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

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

AND GRADED AND HAVE NO POTENTIALLY HAZARDOUS RUTS,

HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS. THE

MAXIMUM SLOPE ANYWHERE WITHIN A RUNWAY OR TAXIWAY

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

UNPAVED AREAS, A 3 INCH MAXIMUM VERTICAL DROP IS

ALLOWED. THE RUNWAY AND TAXIWAY SAFETY AREAS SHALL

BE MAINTAINED AT ALL TIMES WHEN THE RUNWAY AND

TAXIWAY IS OPEN TO AIR TRAFFIC. PERSONNEL, EQUIPMENT,

OR MATERIAL WITHIN A RUNWAY SAFETY AREA AT ANY TIME

REQUIRES A CLOSURE. SAFETY AREAS THAT ARE CLOSED FOR

CONSTRUCTION MUST MEET THESE CRITERIA PRIOR TO

REOPENING.

2. THE CONTRACTOR SHALL ANTICIPATE THE CONSTRUCTION OF

TEMPORARY FILLS, COMPACTION, AND GRADING TO MEET THE

REQUIREMENTS OF "WORK IN SAFETY AREAS AND OBJECT

FREE AREAS" PRIOR TO REOPENING RUNWAYS AND TAXIWAYS.

THIS WORK IS CONSIDERED INCIDENTAL TO VARIOUS WORK

ITEMS AND SEPARATE PAYMENT WILL NOT BE MADE.

3. CONTRACTOR SHALL NOT ENTER ANY ACTIVE RSA OR TSA

WITHOUT AUTHORIZATION FROM THE AIRPORT. ALL

EQUIPMENT, TOOLS, AND MATERIALS SHALL BE MOVED TO

STAGING AREAS PRIOR TO REOPENING A RUNWAY OR

TAXIWAY.

4. SAFETY AREA LIMITS:

RUNWAY 15-33 - 60' FROM ; 240' FROM THRESHOLD

TAXIWAYS - 24.5' FROM

5. RUNWAY AND TAXIWAY OBJECT FREE ZONES ARE DEFINED AS

AREAS THAT SHALL BE CLEAR OF FIXED OR MOVABLE

OBJECTS. EQUIPMENT NOT IN USE, AND MATERIAL

STOCKPILES AND STORAGE SHALL BE PLACED AT LEAST 125

FEET FROM ANY RUNWAY CENTERLINE. NO WORK MAY

OCCUR IN TAXIWAY OBJECT FREE ZONES UNLESS THE

TAXIWAY IS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE OF

EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED WITHIN

TAXIWAY OBJECT FREE ZONES.

6. OBJECT/OBSTACLE ZONE LIMITS

RUNWAY 15-33 - 125' FROM

TAXIWAYS - 44.5' FROM

7. RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND

TAXIWAY OBJECT FREE ZONE CRITERIA MUST BOTH BE MET

PRIOR TO OPENING AN IMPACTED RUNWAY OR TAXIWAY.

WORK SCHEDULE AND PHASING NOTES:

1. ALL WORK SHALL BE COMPLETED WITHIN 11 CONTINUOUS

CALENDAR DAYS OF CONTRACT NOTICE TO PROCEED. WORK

WITHIN THE 11 CONTINUOUS CALENDAR DAY PERIOD SHALL BE

COMPLETED IN TWO PHASES, ONE OF WHICH REQUIRES A

RUNWAY CLOSURE. FOR MORE INFORMATION, SEE DRAWING

G-03.

2. NOTICE TO PROCEED FOR CONSTRUCTION IS ANTICIPATED

JULY 2025, AT THE CONVENIENCE OF THE OWNER.

3. WORK EXEMPT FROM THE 11 CALENDAR DAY CONTRACT

PERIOD INCLUDES THE SECOND APPLICATION OF PAVEMENT

MARKINGS. A CONTINUOUS 1 CALENDAR DAY (24 HOUR)

CLOSURE FOR THE SECOND APPLICATION OF PAVEMENT

MARKINGS WILL BE PERMITTED, A MINIMUM OF 30 DAYS AFTER

PAVEMENT REHABILITATION HAS BEEN COMPLETED.

C L C L

C L C L

YELLOW

RUNWAY

LC

(TYP)

(TYP)

NOTES:

1. THE CROSSES SHALL BE SECURED

WITH WEIGHTED MATERIALS LESS THAN

3 INCHES IN HEIGHT. SANDBAGS OR

EQUIVALENT ARE NOT ALLOWED.

2. PLACE CLOSING "X" OVER RUNWAY

NUMERALS EXCEPT WHEN WORK IS ON

OR CROSSES THE NUMERALS. CLOSING

"X" MAY THEN BE TEMPORARILY PLACED

JUST OFF THE NUMERALS UNTIL THIS

PORTION OF THE WORK IS COMPLETED.

SCALE: N.T.S.

G-04

RUNWAY CLOSURE "X"

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\S

IT

E

SA

FE

TY

N

O

TE

S

D

ET

AI

LS

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

5'

.5'

YELLOW

SCALE: N.T.S.

G-04

TAXIWAY CLOSURE "X"

NOTES:

1. TAXIWAY CLOSURE CROSS

SHALL BE PROVIDED,

INSTALLED, MAINTAINED, AND

REMOVED BY THE

CONTRACTOR.

2. SEE SPECIFICATION 01300

FOR ADDITIONAL DETAILS.

3. PLACE TAXIWAY CLOSURE

CROSS AS DIRECTED BY THE

ENGINEER.

4. THE CROSSES SHALL BE

SECURED WITH WEIGHTED

MATERIALS LESS THAN 3

INCHES IN HEIGHT.

SANDBAGS OR EQUIVALENT

ARE NOT ALLOWED.

RUNWAY

LC

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

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 AC 150/5370-2G.

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

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

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

BARRICADES THROUGHOUT THE DURATION OF THE PROJECT.

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

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

THE ENGINEER.

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

WINDS OR PROP WASH.

SCALE: N.T.S.

G-04

LOW LEVEL BARRICADE DETAIL

VARIES 6'-0"

EC-01

EROSION CONTROL PLAN

EC-01

EROSION CONTROL PLAN

SCALE: 1"=120'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

INLET BASIN PROTECTION

PER

CONTRACTOR STAGING

AREA

LOW LEVEL BARRICADES

NOTES:

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

2. HYDROSEED ANY DISTURBED SURFACES, AT NO COST TO THE OWNER. HYDROSEEDING SHALL NOT OCCUR ON GRAVEL SHOULDERS. THIS WORK IS COVERED BY CONTRACTORS STAGING AREA AND ACCESS ROAD

CONSTRUCTION AND RESTORATION BID ITEM.

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

MATERIALS. SEDIMENT FENCE BARRIER TO BE PLACED AROUND STAGING AREA.

EC-01

ANTICIPATED PROJECT SCHEDULE:

1. ANTICIPATED START DATE FOR WORK IS JULY 2025. WORK INCLUDES PAVEMENT REHABILITATION CONSISTING OF

CRACK REPAIR, ASPHALT PATCH, AND SURFACE SEAL.

2. ANTICIPATED END DATE FOR WORK IS AUGUST 2025; NO TEMPORARY STOP DATES ARE ANTICIPATED.

EC-01

PREFABRICATED FILTER

INSERT-TYPE 3 DETAIL

NO SCALE

FLOW

FLOW

GRATE#5 REBAR #5 REBAR

SEWN 6"

OVERLAP

#5 REBAR

SEWN 6"

OVERLAP

FILTERED

WATER

NOTES:

1. INSTALL PREFABRICATED FILTER INSERT -

TYPE 3 PER ODOT STANDARD DRAWING

RD1010.

2. INSTALLATION, MAINTENANCE, AND

REMOVAL OF SEDIMENT T FENCE SHALL

BE INCIDENTAL TO "TEMPORARY EROSION

AND POLLUTION CONTROL." NO SEPARATE

MEASUREMENT OR PAYMENT SHALL BE

MADE.

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\E R

O

SI

O N

C O

N

TR

O L

PL

AN

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

120 120 240

SCALE OF FEET

SCALE: 1"=120'

E PALM

ER

AVE

RUNWAY 15-33

INLET BASIN PROTECTION

(TYP)

EC-01

TAXIWAY A

TWY A3TWY A2TWY A1 TWY A4

STAGING AND

STOCK PILE AREA

LOW LEVEL

BARRICADES

APRON

C-01

PAVEMENT MARKING REMOVAL PLAN - BASE BID

SCALE: 1"=120'

C-01

PAVEMENT MARKING REMOVAL PLAN - BASE BID

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

BASE BID WORK AREA

BOUNDARY

RUNWAY NUMERAL

REMOVAL

CENTERLINE MARKING

REMOVAL

PAVEMENT MARKING

REMOVAL

DEMOLITION NOTES:

1. PROTECT EXISTING STRUCTURES, UTILITIES AND

FEATURES TO REMAIN.

2. PROTECT ALL EXISTING PAVEMENT MARKINGS UNLESS

OTHERWISE NOTED.

3. PAVEMENT MARKING REMOVAL SHALL BE:

· 100% FOR SURFACE SEALED AREAS.

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

EM

O

LI

TI

O

N P

LA

N

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

120 120 240

SCALE OF FEET

SCALE: 1"=120'

HOLD BAR MARKING

REMOVAL (TYP)

HOLD BAR MARKING

REMOVAL (TYP)

HOLD BAR MARKING

REMOVAL (TYP)

E PALM

ER

AVE

RUNWAY CLOSURE

"X"1

G-04

RUNWAY CLOSURE

"X"1

G-04

RUNWAY 15-33

HOLD BAR MARKING

REMOVAL (TYP)

TWY A3TWY A2TWY A1

TAXIWAY A

TWY A4

APRON

C-02

PAVEMENT MARKING REMOVAL PLAN - ALTERNATIVE 1

SCALE: 1"=120'

C-02

PAVEMENT MARKING REMOVAL PLAN - ALTERNATIVE 1

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

ADD ALTERNATIVE 1

WORK AREA BOUNDARY

PAVEMENT MARKING

REMOVAL ADD

ALTERNATIVE 1 AREA

DEMOLITION NOTES:

1. PROTECT EXISTING STRUCTURES, UTILITIES AND

FEATURES TO REMAIN.

2. PROTECT ALL EXISTING PAVEMENT MARKINGS UNLESS

OTHERWISE NOTED.

3. PAVEMENT MARKING REMOVAL SHALL BE:

· 100% FOR ALL SURFACE SEALED AREAS.

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

EM

O

LI

TI

O

N P

LA

N

AL

T.

dw g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

120 120 240

SCALE OF FEET

SCALE: 1"=120'

E PALM

ER

AVE

RUNWAY 15-33

TWY A3TWY A2TWY A1

TAXIWAY A

TWY A4

APRON

C-03

CRACK SEAL AND PAVEMENT REPAIR PLAN - BASE BID

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\C R

AC

K

R

EP

AI

R

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-03

CRACK SEAL AND PAVEMENT REPAIR PLAN - BASE BID

SCALE: 1"=120'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

BASE BID CRACK REPAIR

AREA

CRACK REPAIR NOTES:

1. PRIOR TO CRACK REPAIR, CRACK LOCATIONS WILL

BE INDICATED WITH TEMPORARY MARKS BY THE

ENGINEER. CONTRACTOR WILL BE PROVIDED WITH

MEASURED CRACK QUANTITY INFORMATION.

2. PERFORM EXISTING PAVEMENT MARKING

REMOVAL BEFORE CRACK SEALING AND SLURRY

SEAL. REMOVED PAVEMENT MARKING SHALL BE

REPLACED PRIOR TO OPENING RUNWAY OR

TAXIWAY TO AIR TRAFFIC.

3. CONTRACTOR SHALL IMMEDIATELY NOTIFY

ENGINEER IF ANY DISCREPANCY IN CRACK LENGTH

IS OBSERVED.

4. PERFORM CRACK REPAIR PRIOR TO SURFACE

SEAL APPLICATION.

5. FOR CRACK REPAIR DETAILS, REFER TO

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8.

PERFORM RADIO CHECK PRIOR TO ENTERING

AIRPORT.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE

CAUTION AROUND RUNWAY LIGHTS, TAXIWAY

LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR

SIGNS.

3. PHASING OF CRACK SEAL REQUIRED TO KEEP

FACILITY OPEN TO THE GREATEST EXTENT.

CONTRACTOR CHANGES TO PHASING PLAN

REQUIRES APPROVAL FROM THE ENGINEER.

C-17

CRACK SEALING

4 52

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

KEY NOTE # CRACK REPAIR (LF)

WORK AREA #1

1 3,724

2 14

3 0

4 0

5 262

6 379

7 276

8 338

TOTAL 4,993

120 120 240

SCALE OF FEET

SCALE: 1"=120'

0'

0'

E PALM

ER

AVE

RUNWAY CLOSURE

"X" 1

G-04

RUNWAY CLOSURE

"X"1

G-04

RUNWAY 15-33

8TWY A3TWY A2TWY A1

TAXIWAY A

TWY A4

APRON

C-04

CRACK SEAL AND PAVEMENT REPAIR PLAN - ALTERNATIVE 1

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\C R

AC

K

R

EP

AI

R

AL

T.

dw g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-04

CRACK SEAL AND PAVEMENT REPAIR PLAN - ALTERNATIVE 1

SCALE: 1"=120'

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

120 120 240

SCALE OF FEET

SCALE: 1"=120'

0'

0'

.5

E PALM

ER

AVE

RUNWAY 15-33

CRACK SEALING

KEY NOTE # CRACK REPAIR (LF)

WORK AREA #2

9 12

10 5,177

11 0 12 0 13 336

TOTAL 5,538

11 12

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

CRACK REPAIR AREA ADD

ALTERNATIVE 1

CRACK REPAIR NOTES:

1. PRIOR TO CRACK REPAIR, CRACK LOCATIONS WILL

BE INDICATED WITH TEMPORARY MARKS BY THE

ENGINEER. CONTRACTOR WILL BE PROVIDED WITH

MEASURED CRACK QUANTITY INFORMATION.

2. PERFORM EXISTING PAVEMENT MARKING

REMOVAL BEFORE CRACK SEALING AND SLURRY

SEAL. REMOVED PAVEMENT MARKING SHALL BE

REPLACED PRIOR TO OPENING RUNWAY OR

TAXIWAY TO AIR TRAFFIC.

3. CONTRACTOR SHALL IMMEDIATELY NOTIFY

ENGINEER IF ANY DISCREPANCY IN CRACK LENGTH

IS OBSERVED.

4. PERFORM CRACK REPAIR PRIOR TO SURFACE

SEAL APPLICATION.

5. FOR CRACK REPAIR DETAILS, REFER TO

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.8.

PERFORM RADIO CHECK PRIOR TO ENTERING

AIRPORT.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE

CAUTION AROUND RUNWAY LIGHTS, TAXIWAY

LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR

SIGNS.

3. PHASING OF CRACK SEAL REQUIRED TO KEEP

FACILITY OPEN TO THE GREATEST EXTENT.

CONTRACTOR CHANGES TO PHASING PLAN

REQUIRES APPROVAL FROM THE ENGINEER.

C-17

TWY A3TWY A2TWY A1

TAXIWAY A

TWY A4

APRON

C-05

SURFACE SEAL PLAN - BASE BID

C-05

SURFACE SEAL PLAN - BASE BID

SCALE: 1"=120'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

FOG SEAL AREA BASE BID

SLURRY SEAL AREA

BASE BID

NOTES:

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

AIRPORT.

2. REMOVE EXISTING PAVEMENT MARKINGS AS SHOWN ON DEMOLITION PLAN AND AS DESCRIBED IN THE

SPECIFICATIONS. PERFORM EXISTING PAVEMENT MARKING REMOVAL AND CRACK SEAL BEFORE

SURFACE SEAL.

3. PROVIDE SURFACE PREPARATION FOR ALL AREAS TO RECEIVE FOG AND SLURRY SEAL. SEE DETAIL

FOR PAVEMENT EDGE CLEANING.

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

PAYMENT MARKING PLANS

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

LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR SIGNS.

6. ENGINEER WILL MARK OUT SURFACE SEAL LIMITS 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. PHASING OF SLURRY SEAL COAT REQUIRED TO KEEP FACILITY OPEN TO THE GREATEST EXTENT (I.E.

CLOSING ONLY A PORTION OF THE APRON AT ONE TIME). CONTRACTOR CHANGES TO PHASING PLAN

REQUIRES APPROVAL FROM THE ENGINEER.

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\S U

R

FA

C E

SE

AL

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

120 120 240

SCALE OF FEET

SCALE: 1"=120'

0'

0'

.5

E PALM

ER

AVE

RUNWAY CLOSURE

"X" 1

G-04

RUNWAY CLOSURE

"X"1

G-04

RUNWAY 15-33

FOG SEAL

KEY NOTE # FOG SEAL (SY)

WORK AREA #1

1 21,271

2 302

3 338

4 340

5 614

TOTAL 22,865

SLURRY SEAL, TYPE I

KEY NOTE # SLURRY SEAL (SY)

WORK AREA #1

6 578

7 375

8 494

TOTAL 1447

4 52

C-17

TWY A3TWY A2TWY A1

TAXIWAY A

TWY A4

APRON

C-06

SURFACE SEAL PLAN - ALTERNATIVE 1

C-06

SURFACE SEAL PLAN - ALTERNATIVE 1

SCALE: 1"=120'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\S U

R

FA

C E

SE

AL

AL

T.

dw g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EXISTING WINDCONE

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

120 120 240

SCALE OF FEET

SCALE: 1"=120'

0'

0'

.5

E PALM

ER

AVE

RUNWAY 15-33

FOG SEAL

KEY NOTE # FOG SEAL (SY)

WORK AREA #2

9 277

11 460

12 337

TOTAL 1,074

SLURRY SEAL, TYPE I

KEY NOTE # SLURRY SEAL (SY)

WORK AREA #2

10 7548

13 375

TOTAL 7923

11 12

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

FOG SEAL AREA ADD

ALTERNATIVE 1

SLURRY SEAL AREA ADD

ALTERNATIVE 1

NOTES:

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

AIRPORT.

2. REMOVE EXISTING PAVEMENT MARKINGS AS SHOWN ON DEMOLITION PLAN AND AS DESCRIBED IN THE

SPECIFICATIONS. PERFORM EXISTING PAVEMENT MARKING REMOVAL AND CRACK SEAL BEFORE

SURFACE SEAL.

3. PROVIDE SURFACE PREPARATION FOR ALL AREAS TO RECEIVE FOG AND SLURRY SEAL. SEE DETAIL

FOR PAVEMENT EDGE CLEANING.

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

PAYMENT MARKING PLANS

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

LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR SIGNS.

6. ENGINEER WILL MARK OUT SURFACE SEAL LIMITS 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. PHASING OF SLURRY SEAL COAT REQUIRED TO KEEP FACILITY OPEN TO THE GREATEST EXTENT (I.E.

CLOSING ONLY A PORTION OF THE APRON AT ONE TIME). CONTRACTOR CHANGES TO PHASING PLAN

REQUIRES APPROVAL FROM THE ENGINEER.

C-17

TWY A3TWY A2TWY A1

TAXIWAY A

TWY A4

APRON

C-07

PAVEMENT MARKING PLAN - OVERALL BASE BID

SCALE: 1"=120'

C-07

PAVEMENT MARKING PLAN - OVERALL BASE BID

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

BASE BID BOUNDARY

SEE

SHEET

C-08

SEE

SHEET

C-09

SEE

SHEET

C-10

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

O

VE

R

AL

L

PL

AN

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EXISTING WINDCONE

RUNWAY 15-33

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

120 120 240

SCALE OF FEET

SCALE: 1"=120'

E PALM

ER

AVE

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

4. ALL PAVEMENT MARKINGS FOR RUNWAY AND TAXIWAYS SHALL

BE INSTALLED PRIOR TO OPENING.

TWY A4TWY A3TWY A2TWY A1

TAXIWAY A APRON

CONNECTOR 1

APRON

C-08

PAVEMENT MARKING PLAN - BASE BID

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

P

LA

N .d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-08

PAVEMENT MARKING PLAN - BASE BID

SCALE: 1"=40'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

BASE BID BOUNDARY

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

40 40 80

SCALE OF FEET

SCALE: 1"=40'

RUNWAY CENTERLINE

PER

C-15

TAXIWAY CENTERLINE

PER

C-12

HOLD BAR MARKING

PER

C-15

RUNWAY NUMBER

PER

C-16

120' (TYP) 120' 120' 120' 120'

80'80'80'80' (TYP)

120'

12.5'

20' 40'

TAXIWAY A

RUNWAY 15-33

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

C-09

PAVEMENT MARKING PLAN - BASE BID

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

P

LA

N .d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

40 40 80

SCALE OF FEET

SCALE: 1"=40'

RUNWAY CENTERLINE

PER

TAXIWAY CENTERLINE

PER

C-15

HOLD BAR MARKING

PER

C-15

CONTINUOUS TAXIWAY

CENTERLINE MARKING

PER

C-15

R25 ' R25'

80'

130'

80'

130'

200'200'

120'

80'80'80'80'

130'130'120' 120'

12.5' 25'

TAXIWAY A

RUNWAY 15-33

C-09

PAVEMENT MARKING PLAN - BASE BID

SCALE: 1"=40'

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -1

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

BASE BID BOUNDARY

CONTINUOUS TAXIWAY

CENTERLINE MARKING

PER

C-15

C-15

C-10

PAVEMENT MARKING PLAN - BASE BID

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -0

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

P

LA

N .d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

40 40 80

SCALE OF FEET

SCALE: 1"=40'

R25' R25'

R25'

R50'

120' (TYP)

80'

120'

80'

120'

80'

120'

80'

120'

RUNWAY CENTERLINE

PER

C-15

TAXIWAY CENTERLINE

PER

C-15

HOLD BAR MARKING

PER

C-15

CONTINUOUS

TAXIWAY CENTERLINE

MARKING

PER 4

C-15

RUNWAY NUMBERS

PER

C-16

120'

0'

HOLD BAR MARKING

PER

C-15

12.5'25' 12.5'

20.0'40.0'

TAXIWAY A

RUNWAY 15-33

C-10

PAVEMENT MARKING PLAN - BASE BID

SCALE: 1"=40'

MATCH EXISTING

R55 ' R55'

R50'R4 5'

R55

12.5

200'200'

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

BASE BID BOUNDARY

APRON

CONNECTOR 2

CONNECTOR 1

C-11

PAVEMENT MARKING PLAN - OVERALL ALTERNATIVE 1

SCALE: 1"=120'

120 120 240

SCALE OF FEET

SCALE: 1"=120'

C-11

PAVEMENT MARKING PLAN - OVERALL ALTERNATIVE 1

SEE

SHEET

C-12

SEE

SHEET

C-13

SEE

SHEET

C-14

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

O

VE

R

AL

L

AL

T

PL

AN

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

EXISTING WINDCONE

RUNWAY 15-33

FO

ST

ER

R

D

W H

ET

H

AM

W

AY

SECURITY GATE

ENTRANCE

PA

R

KV

IE

W D

R LL

O

YD

A

VE

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

4. ALL PAVEMENT MARKINGS FOR TAXIWAYS SHALL BE

INSTALLED PRIOR TO OPENING.

E PALM

ER

AVE

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

ADD ALTERNATIVE 1

BOUNDARY

TWY A3TWY A2TWY A1

TAXIWAY A

TWY A4

APRON

CONNECTOR 1

C-12

PAVEMENT MARKING PLAN ADD ALT 1

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -1

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

A

LT

P

LA

N .d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-12

PAVEMENT MARKING PLAN ADD ALT 1

SCALE: 1"=40'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

ADD ALTERNATIVE 1

BOUNDARY

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

40 40 80

SCALE OF FEET

SCALE: 1"=40'

TAXIWAY CENTERLINE

PER

C-15

0.

0'

TAXIWAY A

RUNWAY 15-33

.5

.5

R25

MATCH EXISTING

C-13

PAVEMENT MARKING PLAN ADD ALT 1

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -1

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -1

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

A

LT

P

LA

N .d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-13

PAVEMENT MARKING PLAN ADD ALT 1

SCALE: 1"=40'

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

40 40 80

SCALE OF FEET

SCALE: 1"=40'

TAXIWAY CENTERLINE

PER

C-15

TAXIWAY CENTERLINE

PER

C-15

0.

0'

0.

0'

TAXIWAY A

RUNWAY 15-33

.5

.5

.5

.5

R25 'R25'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

ADD ALTERNATIVE 1

BOUNDARY

C-14

PAVEMENT MARKING PLAN ADD ALT 1

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -1

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\P

AV

EM

EN

T M

AR

KI

N G

A

LT

P

LA

N .d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

C-14

PAVEMENT MARKING PLAN ADD ALT 1

SCALE: 1"=40'

NOTES:

1. PROPOSED PAVEMENT ON THIS SHEET REFERS TO PROPOSED

CRACK SEAL AREAS, SLURRY SEAL AREAS, AND FOG SEAL

AREAS. SEE PLANS FOR DETAILS.

2. CONTRACTOR TO SURVEY MARKINGS AND REPLACE ONCE

PAVEMENT REHABILITATION IS COMPLETE.

3. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF

PAINT UNLESS NOTED OTHERWISE.

40 40 80

SCALE OF FEET

SCALE: 1"=40'

TAXIWAY CENTERLINE

PER

C-15

R55' R55'

0.

0'

31' 16.5'

MATCH EXISTING

0.

0'

TAXIWAY A

RUNWAY 15-33

.5

.5

.5

.5

R25 'R25'

MATCH EXISTING

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

ADD ALTERNATIVE 1

BOUNDARY

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

APRON

CONNECTOR 2

CONNECTOR 1

C-15

DETAILS

12''

(TYP)

(TYP)

PAVEMENT

EDGE OF

3' 3'

(TYP)

TO RUNWAY

L

12" GAP

125'

TAXIWAY C STRIPE

(6'' YELLOW)

TAXIWAY

CL

CL

3'

(TYP)

C-15

HOLD BAR MARKING DETAIL

SCALE: NTS

6" YELLOW STRIPE

C-15

TAXIWAY CENTERLINE MARKING DETAIL

SCALE: NTS

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

ET

AI

LS

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

12" WHITE STRIPE

C-15

RUNWAY CENTERLINE MARKING DETAIL

SCALE: NTS

200' 200'

TAXIWAY ℄ MARKING PER

(SEE PLANS FOR CURVE

DATA)

RUNWAY ℄

RUNWAY ℄ MARKING PER

6" YELLOW MARKING

ON TAXIWAY ℄

RUNWAY ℄ WHITE MARKING

ON RUNWAY ℄

C-15

CONTINUOUS TAXIWAY CENTERLINE MARKINGS

SCALE: NTS

200'

80'120'RUNWAY ℄

NOTE: SEE PLAN FOR VARIATION NEAR CENTER OF RUNWAY

C-15

C-15

3' CLEAR

GAP (TYP)

C-16

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:

MARCH 2025

OREGON DEPARTMENT OF AVIATION

COTTAGE GROVE STATE AIRPORT

RUNWAY AND TAXIWAY 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\

- C ot ta ge

G ro ve R un w ay a nd T ax iw ay S ur fa ce S ea l D es ig n\ C

AD

W O

R

KI

N G

\D

ET

AI

LS

.d w g

AS NOTED40097.128.01

CENTURY

WEST

E N G I N E E R I N G

PORTLAND OFFICE

5500 MEADOWS ROAD

SUITE #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

JAK

ERB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

A.I.P. NO. 3-41-0015-015-2024

78906PE

OREGON

EXPIRES: 6/30/25

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

BID SET

20' 20' 20'5'

9'

15'

5'

15'

9'

15'

5'

7'8'

WHITE RUNWAY NUMERALS

7' 7'

14' 1'

8' 2'

2'

8'

5'

5'

WHITE RUNWAY NUMERALS

15'

RUNWAY CENTERLINE

PER

C-15

RUNWAY CENTERLINE

PER

C-15

EDGE OF RUNWAY PAVEMENT

EDGE OF RUNWAY PAVEMENT

C-16

RUNWAY NUMBER MARKINGS

SCALE: NTS

EDGE OF RUNWAY PAVEMENT

C-17

DETAILS

ROUTE & SEAL PREVIOUSLY

UNSEALED CRACKS; HEAT & SEAL

PREVIOUSLY SEALED CRACKS

C-17

CRACK SEALING DETAIL

SCALE: NTS

NOTES:

1. VERIFY CRACKS FOR CLEANING AND FILLING WITH

ENGINE…