CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

A.I.P. NO. 3-41-0002-017-2025

APRIL 2026

SITE MAP

NO SCALE

VICINITY MAP

NO SCALE

APPROXIMATE

WORK AREA

JOSEPH

ASTORIA

PORTLAND THE DALLES

UMATILLA

BOARDMAN

LA GRANDE

TILLAMOOK

SALEM

NEWPORT ALBANY

CORVALLIS

FLORENCE

REEDSPORT

EUGENE

COOS BAY

ROSEBURG

GRANTS PASS

ASHLAND KLAMATH FALLS LAKEVIEW

BEND

REDMOND

PRINEVILLE

MADRAS

CONDON

BAKER

JOHN DAY

BURNS

ONTARIO

VALE

JORDAN

VALLEY

WASHINGTON

CALIFORNIA NEVADA

ID

AH

O

I-5 26 197

PROJECT

SITE

LEGEND

TA

XI

W

AY

AR

U N

W

AY

2-

DRAWING INDEX

SHEET

NUMBER

DRAWING

NUMBER DRAWING TITLE

1 G-01 COVER SHEET

2 G-02 SITE AND SURVEY CONTROL PLAN

3 G-03 CONSTRUCTION SAFETY AND PHASING PLAN

4 G-04 CONSTRUCTION SAFETY AND PHASING PLAN NOTES

5 EC-01 EROSION CONTROL PLAN

6 C-01 DEMOLITION PLAN

7 C-02 GRADING PLAN

8 C-03 PAVEMENT REHABILIATION PLAN

9 C-04 CRACK REPAIR PLAN

10 C-05 SURFACE SEALING PLAN

11 C-06 NORTHEAST TAXILANE HANGAR ROCK PLAN

12 C-07 PAVEMENT MARKING PLAN

13 C-08 PAVEMENT MARKING DETAILS

14 C-09 PAVEMENT MARKING DETAILS 2

G-01

COVER SHEET

TH3

TJS

GJR

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

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As hl an d, C ity o f\2

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\G -0

C ov er

S he et .d w g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

E

SURVEY CONTROL/BENCH MARK

FOUND MONUMENT, 3" BRASS CAP

TIE DOWN ANCHOR

JUNCTION BOX

RUNWAY EDGE LIGHT

GEOTECH TEST BORING LOCATION

GEOTECH ASPHALT CORE LOCATION

UNDERGROUND POWER LINE

L-867 BASE CAN

ELECTRICAL VAULT

TAXIWAY EDGE LIGHT

CENTERLINE

SAWCUT LINE

AC PAVEMENT

SLURRY SEAL

EDGE OF PAVEMENT

STRIPE

REFLECTOR

DUCT BANK

GUIDANCE SIGN

CUT/FILL LINE

MAJOR CONTOUR

MINOR CONTOUR

STORM DRAINAGE

CATCH BASIN

MANHOLE

UNDERDRAIN

CLEANOUT

EXISTING PROPOSED

SD

UD UD

co

V

C/F C/F

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ

O

FZ

5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00

STA: 5+00.00

N: 199823.89 E: 4334661.85

STA: 41+03.95

N: 196954.72 E: 4336842.74

200 201

300301

21 22

1+

2+

STA: 0+50.00

N: 197937.57

E: 4336465.22

STA: 2+50.00

N: 198058.55

E: 4336624.48

CONTROL MONUMENT DATA TABLE

POINT NO. DESCRIPTION

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

NORTHING EASTING ELEVATION

UNITS: INTERNATIONAL FEET

NOTE:

CONTRACTOR'S SURVEYOR TO VERIFY CONTROL MONUMENTS HAVE NOT BE DISTURBED PRIOR TO START OF CONSTRUCTION.

198100.11

198515.03

198919.22

199724.81

199202.27

198420.10

197601.23

197078.89

196734.57

197228.73

197703.21

199333.73

4336097.25

4335774.77

4335476.15

4334887.76

4335019.46

4335643.30

4336216.60

4336643.50

4337112.35

4336738.49

4336442.88

4335194.59

1873.20

1867.09

1861.89

1849.36

1856.96

1867.67

1880.71

1883.66

1893.84

1884.63

1881.36

1857.12

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

STAINLESS STEEL ROD NGS FFA S03 A (PID NZ1353)

STAINLESS STEEL ROD NGS FFA S03 B (PID NZ1354)

5/8" IRON ROD W/OPC "JTA INC. CONTROL"

REFERENCE MONUMENT DATA TABLE

POINT NO.

DESCRIPTIONNORTHING EASTING ELEVATION

UNITS: INTERNATIONAL FEET

NOTE:

REFERENCE MONUMENT POSITIONS WERE ESTABLISHED BY RTK GPS METHODS ONLY AND ARE NOT TO BE

USED FOR PROJECT SURVEY CONTROL.

3-INCH BRASS CAP AT END OF R/W 12

1. THE COORDINATES SHOWN ARE BASED ON THE OREGON STATE PLANE SOUTH ZONE

(3602). THE NGS CONTROL STATION "S03 A" PID NZ1353 (CONTROL POINT NO. 300) AND NGS

CONTROL STATION "S03 B" PID NZ1354 (CONTROL POINT NO. 300). SEE SURVEY NOTE 1.

LINEAR UNITS: INTERNATIONAL FEET

HORIZONTAL DATUM: NAD 83(2011)(EPOCH:2010.0000)

PROJECT COMBINED FACTOR (GROUND TO GRID): 0.99987376

VERTICAL DATUM: NAVD88 (GEOID18)

2. THE COORDINATE VALUES FOR THE END OF RUNWAY MARKERS (POINTS 200 & 201) WERE

ESTABLISHED BY RTK GPS METHODS ONLY.

REFERENCE MONUMENT TABLE NOTES:

199823.89

196954.72

4334661.85

4336842.74

1849.39

1888.40 3-INCH BRASS CAP AT END OF R/W 30

198052.55

198042.05

197762.40

197955.23

198292.20

197560.60

197503.11

197664.21

197352.65

197286.42

197307.43

4336469.05

4336663.59

4336880.84

4337116.31

4336859.07

4336962.29

4337062.47

4337039.58

4336999.39

4337187.76

4337330.13

1880.64

1884.66

1890.49

1902.17

1893.20

1893.79

1895.25

1894.95

1889.85

1891.85

1893.22

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 20-TSM 2025"

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 21-TSM 2025"

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 22-TSM 2025"

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 24-TSM 2025"

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 23-TSM 2025"

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 32-TSM 2025"

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 33-TSM 2025"

5/8" IRON ROD W/2-IN. ALUM. CAP "JTA INC CONTROL 31-TSM 2025"

1-1/8" BRASS PLUG "JTA CONTROL"

1-1/8" BRASS PLUG "JTA CONTROL"

1-1/8" BRASS PLUG "JTA CONTROL"

CONTROL MONUMENT DATA TABLE

POINT NO. DESCRIPTIONNORTHING EASTING ELEVATION

UNITS: INTERNATIONAL FEET

NOTE:

CONTRACTOR'S SURVEYOR TO VERIFY CONTROL MONUMENTS HAVE NOT BE DISTURBED PRIOR TO START OF CONSTRUCTION.

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

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\G -0

Si te a nd S ur ve y C on tro l P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

DEAD INDIAN MEMORIAL RD

G-02

SITE AND SURVEY CONTROL PLAN

SCALE: 1" = 150'

APRON

TAXIWAY A

EMIGRANT CREEK RD

FBO

TW

Y

A3

TW

Y

A2 TW

Y

A1TW

Y

A4TW

Y

A5

TW

Y

A6

150 0 150 300

SCALE OF FEET

SCALE: 1"=150'

LEGEND

PAVEMENT RECONSTRUCTION

PAVEMENT RESEAL

PAVEMENT REHABILITATION

CONTROL POINT

RUNWAY 12-30 CL

G-02

SITE AND SURVEY CONTROL PLAN

TH3

TJS

GJR

TAXIWAY A CL

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ

O

FZ

5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\G -0 to

G -0

C on st ru ct io n

Sa fe ty a nd P ha si ng P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

150 0 150 300

SCALE OF FEET

SCALE: 1"=150'

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1" = 150'

NOTES:

1. FOR WORK AREA SEQUENCING AND WORK AREA/PHASING NOTES, SEE

SHEET G-04.

2. PLACE LOW LEVEL BARRICADES AND TUBULAR MARKERS WHERE

SHOWN ON WORK AREA PLAN, AS DESCRIBED IN THE SPECIFICATIONS,

OR AS DIRECTED BY THE ENGINEER.

3. MAINTAIN PUBLIC PARKING AND ACCESS TO EXISTING AIRPORT

HANGERS, BUILDINGS, AND FBO FACILITIES WHEN NOT WORKING IN

WORK AREAS.

4. CONTRACTOR SHALL MAINTAIN THE EXISTING ACCESS ROAD AND

REPAIR ANY DAMAGE AT THE CONCLUSION OF CONSTRUCTION AT NO

COST TO OWNER.

5. CONTRACTOR SHALL USE EXISTING CONSTRUCTION ENTRANCE AND

STAGING AREA.

6. CONTRACTOR SHALL CONTROL DUST AND SMOKE RELATED TO

CONSTRUCTION ACTIVITIES AT ALL TIMES.

LEGEND:

RUNWAY SAFETY AREA

RUNWAY OBSTACLE

FREE ZONE

TAXIWAY OBSTACLE

FREE ZONE

PAVEMENT

RECONSTRUCTION

CRACK SEAL

PAVEMENT

REHABILIATION

CONTRACTOR STAGING

AREA

CONTRACTOR HAUL/

ACCESS ROADS

LOW LEVEL BARRICADES

CANDLE STICKS

RSA

OFZ

WA #1 BOUNDARY

WA #2 BOUNDARY

WA #3 BOUNDARY

HANGAR BUILDING #

DEAD INDIAN MEMORIAL RD

RUNWAY 12-30

TAXIWAY A

EMIGRANT CREEK RD

LOCAL ACCESS ROAD,

CONSTRUCTION

VEHICLES PROHIBITED

CONTRACTORS ACCESS

ROAD, SEE NOTE 4

FBO

TW

Y

A3

TW

Y

A2 TW

Y

A1TW

Y

A4TW

Y

A5TW

Y

A6

PLACE RUNWAY CLOSURE

CROSS TARP OVER

RUNWAY NUMERAL DURING

RUNWAY CLOSURE (TYP)

0'

(T

YP

0'

(T

YP

TAXIWAY A CL

RUNWAY 12-30 CL

5'

(T

YP

(T

YP

)15 0'

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

TH3

TJS

GJR

WORK AREA #3

WORK AREA #2

WORK AREA #1

XXX

X

X

X

X

WORK AREA DESCRIPTIONS:

1. WORK AREA #1 - RUNWAY 12-30 AND CONNECTORS A4, A5, AND A6.

· WORK CONSISTS OF CRACK SEALING AND PAVEMENT MARKINGS

2. WORK AREA #2 - TAXILANE RECONSTRUCTION; NORTH OF HANGAR 445.

· WORK CONSISTS OF PAVEMENT RECONSTRUCTION AND GRADING.

3. WORK AREA #3 - SOUTHEAST TAXILANES

· WORKS CONSISTS OF CRACK SEALING, PAVEMENT REHABILITATION, AND ROCK

EXCAVATION AND PLACEMENT.

X X

399 405 407

240'

CONTRACTOR STAGING

AREA, SEE NOTE 5

.5

(T

YP

35' 35'

ALTERNATE CLOSURE

CROSS TARP LOCATION

ALTERNATE CLOSURE

CROSS TARP LOCATION

TOFA TOFA

WORK AREA 1 LOW LEVEL BARRICADES WORK AREA 1 LOW

LEVEL BARRICADES

WORK AREA 2 LOW LEVEL BARRICADES

WORK AREA 3 LOW

LEVEL BARRICADES

WORK AREA 2/3 LOW LEVEL BARRICADES

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\G -0 to

G -0

C on st ru ct io n

Sa fe ty a nd P ha si ng P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

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 PROCEDURES.

2. AVOID IMPACTS TO AIRFIELD LIGHTING AND PAVEMENTS

OUTSIDE WORK AREA.

3. LIMIT EQUIPMENT HEIGHT TO 10 FEET UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

4. LIMIT STOCK PILES TO 10' IN HEIGHT AND AT LEAST 195' FROM

RUNWAY CENTERLINE AND 44.5' FROM TAXIWAY CENTERLINE.

STOCK PILES SHALL NOT PENETRATE PART 77 SURFACES AS

SHOWN IN THESE PLANS.

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. PLACE LOW LEVEL BARRICADES, BARRICADES, AND TUBULAR

MARKERS AS SHOWN AND DESCRIBED IN SECTION 01300 OF

THE SPECIFICATIONS.

8. FOR RUNWAY CLOSURE, PLACE CONTRACTOR-PROVIDED

TARP CLOSURE CROSSES AS SHOWN. DISENGAGE LIGHTING

SYSTEM, BEACON, REILS, RUNWAY 12 PAPI, RUNWAY 30 PAPI,

AND WINDCONE DURING RUNWAY CLOSURE(S).

9. WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL

HAVE AN AIRPORT RADIO CAPABLE OF MONITORING THE

AIRPORT UNICOM FREQUENCY (122.8).

10. FOR ADDITIONAL REQUIREMENTS, REFER TO SECTION 01300,

AIRPORT SAFETY, IN THE TECHNICAL SPECIFICATIONS.

11. MAINTAIN PUBLIC ACCESS TO ALL AIRPORT FACILITIES AND

OPERATION AREAS, OUTSIDE OF CLOSED WORK AREAS, AT

ALL TIMES.

12. PROVIDE ACCESS TO THE AIRFIELD AT ALL TIMES DURING

CONSTRUCTION FOR EMERGENCY AMBULANCE, MEDI-VAC,

AND LIFE-FLIGHT OPERATIONS. DURING MEDICAL EVACUATION

EMERGENCIES CONTRACTOR SHALL MOVE ALL WORKERS AND

EQUIPMENT TO THE STAGING AREA.

13. DISENGAGE LIGHTING CIRCUITS, DARKEN LIGHT FIXTURES,

AND COVER GUIDANCE SIGNS AS DIRECTED BY THE AIRPORT

OR ENGINEER TO PREVENT AIRCRAFT FROM TAXIING

TOWARDS CLOSED WORK AREAS.

14. RUNWAY CLOSURES WILL REQUIRE THE SHUTDOWN OF

AIRPORT NAVAIDS AND FACILITIES. THE CONTRACTOR IS

REQUIRED TO NOTIFY THE ENGINEER OF ANY CLOSURE 45

CALENDAR DAYS IN ADVANCE OF CLOSURE.

WORK IN SAFETY AREAS AND OBJECT

FREE AREAS:

1. NO WORK IS ALLOWED IN ACTIVE RUNWAY AND TAXIWAY

SAFETY AREAS. RUNWAY SAFETY AREA (RSA) AND TAXIWAY

SAFETY AREA (TSA) ARE DEFINED AS AREAS THAT SHALL BE

CLEARED AND GRADED AND HAVE NO 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 1.5 INCH 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

TAXIWAY - 24.5' FROM

RUNWAY 12-30 - 60' FROM ; 240' FROM

THRESHOLD

5. RUNWAY AND TAXIWAY OBJECT FREE AREAS/ZONES ARE

DEFINED AS AREAS THAT SHALL BE CLEAR OF FIXED OR

MOVABLE OBJECTS. WORK MAY OCCUR IN RUNWAY OBJECT

FREE AREAS, HOWEVER, 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 OBJECT FREE AREAS UNLESS

THE TAXIWAY IS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE

OF EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED

WITHIN TAXIWAY OBJECT FREE AREAS.

6. OBJECT FREE AREA/ZONE LIMITS

TAXIWAYS - 44.5' FROM

RUNWAY 12-30 - 125' FROM

7. RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND

TAXIWAY OBJECT FREE AREA CRITERIA MUST BOTH BE MET

PRIOR TO OPENING AN IMPACTED RUNWAY OR TAXIWAY.

CL

CL

CL

CL

SEQUENCING AND PHASING NOTES:

1. THE CONTRACTOR HAS 45 CONTINUOUS CALENDAR DAYS TO

COMPLETE THE WORK. IF WORK IS NOT COMPLETE WITHIN 45

CONTINUOUS CALENDAR DAYS AFTER THE START OF THE

WORK, LIQUIDATED DAMAGES WILL BE ASSESSED. REFER TO

DETAIL 3, THIS DRAWING, FOR ADDITIONAL DETAILS.

2. ONE RUNWAY CLOSURE OF 5 CONTINUOUS CALENDAR DAYS IS

ALLOWED. THIS CLOSURE SHALL BE WITHIN THE 45 CALENDAR

DAY PERIOD AS DESCRIBED IN NOTE 1 ABOVE.

3. WORK IN WA #1 WILL REQUIRE A RUNWAY CLOSURE AND SHALL

BE COMPLETED IN 5 CONTINUOUS CALENDAR DAYS. IF WORK IS

NOT COMPLETE WITHIN THE 5 CALENDAR DAY PERIOD,

LIQUIDATED DAMAGES WILL BE ASSESSED. WORK IN WA#1

SHALL BE CONCURRENT WITH WA#2.

4. WORK IN WA#2 SHALL BE COMPLETED WITHIN 5 CONTINUOUS

CALENDAR DAYS. IF WORK IS NOT COMPLETE WITHIN THE 5

CALENDAR DAY PERIOD, LIQUIDATED DAMAGES WILL BE

ASSESSED. WA#2 SHALL BE CONCURRENT WITH WORK IN

WA#1.

5. WORK IN WA #3 SHALL BE COMPLETED IN 40 CONTINUOUS

CALENDAR DAYS. WORK IN WA #3 SHALL BE CONSECUTIVE

WITH WORK IN WA#1 & WA#2. IF WORK IS NOT COMPLETE

WITHIN THE 40 DAY CALENDAR PERIOD, LIQUIDATED DAMAGES

WILL BE ASSESSED.

6. WORK EXEMPT FROM THE 45 CONTINUOUS CALENDAR DAY

CONTRACT PERIOD INCLUDES THE SECOND APPLICATION OF

PAVEMENT MARKINGS. A MINIMUM OF 30 DAYS AFTER

SURFACE SEAL OPERATIONS HAVE BEEN COMPLETED, ONE

12-HOUR RUNWAY CLOSURE FOR THE SECOND APPLICATION

OF PAVEMENT MARKINGS IN WA#1 WILL BE PERMITTED.

FOLLOWED BY ONE 12-HOUR CLOSURE OF WA#2 & WA#3. NO

ADDITIONAL PAYMENT WILL BE MADE FOR FINAL APPLICATION

OF PAVEMENT MARKINGS IF WEATHER DELAYS REQUIRE FINAL

PAVEMENT MARKINGS TO OCCUR IN SPRING OF 2027.

TR

AN

SI

TI

ONA

L

SU

RF

AC

E

S= 7:1

TRANSITIONAL

SURFACE S=7:1

CL

CL

PART 77

SURFACE

EXISTING

GROUND

PROFILE GRADE

AT RUNWAY

CENTERLINE CONTRACTOR STOCKPILED

MATERIAL AND EQUIPMENT

SHALL NOT PENETRATE

PART 77 SURFACE, NOR

SHALL IT BE LEFT

UNATTENDED WITHIN

OBJECT FREE ZONES.

RUNWAY 12-30 OFZ (125')

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

BATTERY OR SOLAR POWERED RED

LENS STANDARD BARRICADE LIGHT

ELEVATION

FILL WITH WATER

OR SAND

ORANGE BODY

NOTES:

1. BARRICADES SHALL MEET THE REQUIREMENTS OF AC 150/5370-2, CURRENT EDITION.

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.

SELF-CONNECTING

PINS

10"

10"

6' - 0"

VARIES

8' - 0"

G-04

TYPICAL CROSS SECTION

PART 77 SURFACE

NO SCALE

G-04

LOW LEVEL BARRICADE DETAIL

NO SCALE

G-04

CONSTRUCTION SAFETY AND PHASING PLAN NOTES

TH3

TJS

GJR

G-04

CONTRACT TIMELINE

NO SCALE

TOTAL CONTRACT TIME = 45 CALENDAR DAYS

WORK AREA #3

40 CALENDAR DAYS

PH

AS

E

ST

AR

T

PH

AS

E

EN

D

NOTES:

1. RUNWAY CLOSURE CROSS SHALL BE

PROVIDED, INSTALLED, MAINTAINED,

AND REMOVED BY THE CONTRACTOR.

2. SEE SPECIFICATION 01300 FOR

ADDITIONAL DETAILS.

3. PLACE RUNWAY CLOSURE CROSS OVER

THE RUNWAY DESIGNATION MARKINGS

OR AS DIRECTED BY THE ENGINEER.

CL

RUNWAY

YELLOW

G-04

RUNWAY CLOSURE CROSS

NO SCALE

NOTES:

1. CALENDAR DAYS IN THIS DETAIL REFER TO CONTINUOUS

CALENDAR DAYS.

WORK AREA #1 & #2

5 CALENDAR DAYS

5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\E C

-0 to E

C -0

Er os io n C on tro l P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

150 0 150 300

SCALE OF FEET

SCALE: 1"=150'

90 0 90 180

SCALE OF FEET

SCALE: 1"=80'

EC-01

EROSION CONTROL PLAN

TH3

TJS

GJR

EC-01

EROSION CONTROL PLAN WORK AREA #1

SCALE: 1" = 150'

EC-01

EROSION CONTROL PLAN WORK AREA #2 AND #3

SCALE: 1" = 80'

LEGEND

PAVEMENT RECONSTRUCTION

PAVEMENT RESEAL

PAVEMENT REHABILITATION

INLET BASIN PROTECTION (TYP)

INLET BASIN PROTECTION (TYP)

RUNWAY 12-30

TAXIWAY A

TW

Y

A3

TW

Y

A2 TW

Y

A1TW

Y

A4

TW

Y

A5

TW

Y

A6

TAXIWAY A C

APRON

FBO

L

DEAD INDIAN MEMORIAL RD

APRON

NOTES:

1. INLET PROTECTION TYPE 3 PER ODOT STANDARD

DRAWING 1010.

2. PREFABRICATED FILTER INSERTS. FIELD FABRICATED

INSERTS ARE NOT ALLOWED.

EC-01

INLET BASIN PROTECTION

NO SCALE

#5 REBAR #5 REBAR

GRATE

SEWN 6"

OVERLAP

SEWN 6"

OVERLAP

FLOW FLOW

FILTERED

WATER

GEOTEXTILE INSET

SD E

E

E E E E E E E E E

E

E

E

E

SD

SS

SD

E E

E

SDSD

SD

SD

SD

SD

E

E

E

E

E

E

E E E

E

E

E

E

SD

SD

SD

SD

ST(R

SD SD

ST(R) ST(R) ST(R)

F

F

E

SD

SD SD

E

E

SS

E

SD

SD

E

SD

SS

/ / / BEGIN SAWCUT

N: 197232.95

E: 4337233.83

BEGIN SAWCUT

N: 197304.19

E: 4337078.51

END SAWCUT

N: 197289.75

E: 4337054.72

BEGIN SAWCUT

N: 197275.10 E: 4337040.24

END SAWCUT

N: 197256.39 E: 4337054.12

BEGIN SAWCUT

N: 197243.02 E: 4337177.35

ANGLE POINT

N: 197092.69 E: 4337291.06

END SAWCUT

N: 197116.65 E: 4337322.73

ANGLE POINT

N: 197224.52

E: 4337222.69

ANGLE POINT

N: 197176.66 E: 4337258.89

END SAWCUT

N: 197185.50 E: 4337270.49

END SAWCUT

N: 197749.04

E: 4336916.78ANGLE POINT

N: 197764.62 E: 4336936.55

ANGLE POINT

N: 197773.15

E: 4336930.35

ANGLE POINT

N: 197789.24

E: 4336952.00

ANGLE POINT

N: 197771.05

E: 4337038.41

ANGLE POINT

N: 197726.83

E: 4337264.66

BEGIN SAWCUT

N: 197691.55 E: 4337368.86

BEGIN SAWCUT

N: 197370.59

E: 4337033.91

END SAWCUT

N: 197346.50

E: 4337051.42

FO

SD

SD

SD

SD

SS SS

SD

SD

SD

SD

SD

FO

FO

SS

SS

SS

SD

END SAWCUT

N: 197991.58

E: 4336514.00

BEGIN SAWCUT

N: 198041.01

E: 4336579.09

BEGIN SAWCUT

N: 198056.71

E: 4336601.41

ANGLE POINT

N: 198036.81 E: 4336616.53

END SAWCUT

N: 197956.27 E: 4336516.98

BEGIN SAWCUT

N: 197984.16

E: 4336496.21

ANGLE POINT

N: 197977.65 E: 4336497.32

ANGLE POINT

N: 197957.98 E: 4336512.75

END SAWCUT

N: 198036.42 E: 4336619.39

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0

D em ol iti on

P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

C-01

DEMOLITION PLAN WORK AREA #2 & #3

SCALE: 1" = 80'

150 0 150 300

SCALE OF FEET

SCALE: 1"=150'

80 0 80 160

SCALE OF FEET

SCALE: 1"=80'

LEGEND

EXISTING STORM LINE

EXISTING MANHOLE

EXISTING SEWER LINE

EXISTING FIBER OPTIC

SAWCUT

ASPHALT CONCRETE

PAVEMENT REMOVAL

ROCK EXCAVATION

STRIPING REMOVAL

PROTECT

REMOVE

POTHOLE UTILITY LINE,

SEE NOTE 5

SD

SS

C-01

DEMOLITION PLAN WORK AREA #1

SCALE: 1" = 150'

NOTES:

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

2. PROTECT ALL EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE NOTED.

3. ALL PAVEMENT MARKING MATERIAL REMOVED SHALL BE COLLECTED AND DISPOSED OF LEGALLY OFF SITE.

4. PAVEMENT MARKING REMOVAL SHALL REMOVE 100% OF EXISTING MARKINGS TO BE REMOVED.

5. POTHOLE EXISTING SANITARY SEWER AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL AS

DIRECTED BY THE ENGINEER.

6. PRIOR TO DEMOLITION, CONTRACTOR TO USE A LICENSED SURVEYOR TO RECORD ANGLE POINTS OF ROCK SHOULDER ALONG THE EDGE OF PAVEMENT TO ENSURE THE REPLACEMENT OF ROCK SHOULDER IS AS EXISTING

P

R

D

C-01

DEMOLITION PLAN

TH3

TJS

JNR

P D

P D

FO

C-01

DEMOLITION PLAN WORK AREA #2

SCALE: 1" = 20'

C-01

20 0 20 40

SCALE OF FEET

SCALE: 1"=20'

RUNWAY 12-30

100% RUNWAY MARKING REMOVAL,

ALL RUNWAY MARKINGS

VARIES PER

NUMERAL (TYP.)

100% MARKING

REMOVAL AREA (TYP.) EXISTING EDGE OF

PAVEMENT (TYP.)

WIDTH VARIES

VA

R

IE

S

PE

R

N U

M

ER

AL

(T

YP

C-01

NUMERAL MARKING REMOVAL

NO SCALE

C-01

C-01

HOLD BAR MARKING REMOVAL

NO SCALE

C-01

P

P

P

P

P

P HANGAR CONCRETE (TYP)P

P HANGAR CONCRETE (TYP)P

REMOVE RUNWAY NUMERAL

C-01

REMOVE RUNWAY NUMERAL

REMOVE HOLD BAR, SEE

SEE NOTE 6SEE NOTE 6

C-01

REMOVE HOLD BAR, SEE

C-01

REMOVE HOLD BAR, SEE

C-01

REMOVE HOLD BAR, SEE

C-01

REMOVE HOLD BAR, SEE

FO

SD

SD

SD

SD

SD SD

SD

SS SS SS SSSSSS

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

FO

FO

FO

FO

FO

SD

SS SS SS

SS

SS

SS

SS

SS

SD

SD

UT UT

FG 1881.86

EG 1881.86

FG 1882.13

EG 1882.13

FG 1882.96

EG 1882.96

FG 1883.37

EG 1883.37

FG 1883.60

EG 1883.58

FG 1883.87

EG 1883.87

FG 1883.72

EG 1883.77

FG 1882.93

EG 1883.00

FG 1882.52

EG 1882.63

FG 1882.09

EG 1882.13

FG 1881.99

EG 1881.99

FG 1881.75

EG 1881.75

FG 1882.50

EG 1882.50

FG 1883.31

EG 1883.28

FG 1882.28

EG 1882.34

FG 1882.70

EG 1882.71

FG 1883.11

EG 1883.11

FG 1883.49

EG 1883.45

FG 1883.62

EG 1883.62

FG 1883.96

EG 1883.96

FG 1883.84

EG 1883.84

1882.0

.0

1884.0

1882.2

1882.4

1882.6

1882.8

.2

.4

.6

1883.8

C/F

C/F

C/F C/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F C

/F

1+

2+

.0

.0 1882.0

SWALE BOTTOM

POINT NO.

STATION

STA: 1+15.15

STA: 1+21.80

STA: 1+28.09

STA: 1+38.49

STA: 1+49.58

STA: 1+60.23

STA: 1+71.96

STA: 1+84.40

STA: 1+96.24

STA: 2+06.26

STA: 2+15.28

STA: 2+29.38

STA: 2+37.51

STA: 2+42.29

STA: 2+46.72

OFFSET

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

38.49', R

ELEVATION

1881.80'

1881.87'

1881.93'

1882.03'

1882.18'

1882.46'

1882.57'

1882.72'

1882.87'

1882.98'

1883.08'

1883.24'

1883.36'

1883.43'

1883.48'

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0

G ra di ng P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

C-02

SITE GRADING PLAN

SCALE: 1" = 10'

LEGEND

EXISTING MAJOR

CONTOUR

EXISTING MINOR

CONTOUR

EXISTING SEWER LINE

EXISTING STORM LINE

EXISTING FIBER OPTIC

PROPOSED MAJOR

CONTOUR

PROPOSED MINOR

CONTOUR

FINISH AC ELEVATION

PROPOSED AC

PAVEMENT

CUT/FILL LINE

SS

1855.0

C/F

1855.0

1854.21

10 0 10 20

SCALE OF FEET

SCALE: 1"=10'

C-02

GRADING PLAN

TH3

TJS

JNR

25'

25'

(TYP)

23.91'

FO

SD

1.0%-1.5%0.8%-2.4%

12.5'VARIES

PROFILE

GRADE AT C

1 1/2" EDGE

DROP (TYP)

1' (TYP)

VARIES (TAXIWAY WIDTH)

CL

L

C-02

TAXILANE PAVEMENT SECTION

NO SCALE

1' (TYP)

C-02

GENERAL NOTES:

1. THESE GENERAL NOTES APPLY TO ALL DETAILS ON

THIS SHEET.

2. SLOPES AND DISTANCES VARY WHERE SHOWN.

3. INSTALL GEOGRID ON TOP OF GEOTEXTILE FABRIC

WHEN DIRECTED BY THE ENGINEER.

4. ALL COMPACTION REQUIREMENTS PER ASTM D-698

UNLESS NOTED OTHERWISE.

5. THICKNESS AND LIMITS OF UNSUITABLE MATERIAL

EXCAVATION / SUBGRADE STABILIZATION SHALL BE

DETERMINED IN THE FIELD BY THE ENGINEER.

SUBGRADE

STABILIZATION

(P-152), SEE NOTE 5

3" AC (P-403)

GEOTEXTILE FABRIC

ALL SIDES, SEE NOTE 3

SAWCUT 1' INTO EXISTING TAXILANE

PAVEMENT. APPLY TACK COAT TO

VERTICAL FACE. SEAL FINISHED

EDGE WITH CRACK SEAL MATERIAL

MEETING ASTM D6690 TYPE 2.

9" AGGREGATE

BASE COURSE

(P-208)

100% COMPACTION

1' (TYP)

C-02

AC PAVEMENT JOINT TO EXISTING PAVEMENT

NO SCALE

MATCH EXISTING, SAWCUT TO FORM SMOOTH

VERTICAL EDGE, APPLY TACK COAT TO

VERTICAL FACE, SAND SEAL FINISHED JOINT

WITH CRACK SEAL MATERIAL MEETING ASTM

D6690 TYPE II

TAXILANE PAVEMENT

SECTION, SEE

EXISTING PAVEMENT SECTION, UNKNOWN

1' (TYP)

RECOMPACT EXISTING BASE ROCK

AND APPLY TACK COAT PRIOR TO

AC PLACEMENT

31' (TYP)

CLEARING AND GRUBBING

OBJECT

FREE AREA

C-02

C-02

4" AGGREGATE BASE ROCK

P-208, 95% COMPACTION

C-02

0.25%-2.5%

2.5:1 TO

8.5:1

MATCH

EXISTING

EXISTING GROUND

25' (TYP)

SWALE BOTTOM

44.5'

1.5%

1. EXCAVATION DEPTH TO REACH SUITABLE SUBGRADE MATERIAL. DEPTH

AND LIMITS ARE TO BE DETERMINED IN FIELD BY ENGINEER.

2. PLACE GEOGRID ON TOP OF GEOTEXTILE FABRIC AT BOTTOM OF

UNSUITABLE EXCAVATION WHEN DIRECTED BY THE ENGINEER.

SE

E

N O

TE

GEOTEXTILE

FABRIC (TYP)

(SEE NOTE 2)

LIMITS OF UNSUITABLE

MATERIAL

GEOTEXTILE FABRIC

ON ALL SIDES OF

EXCAVATION (TYP)

BACKFILL WITH

SUBGRADE

STABILIZATION

MATERIAL PER P-152

MATCH EXISTING

GRADE

NOTESUNSUITABLE

MATERIAL

EXISTING

SUBGRADE

C-02

UNSUITABLE EXCAVATION DETAIL

NO SCALE

C-03

PAVEMENT REHABILIATION PLAN

TH3

TJS

JNR

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0

C ra ck

R ep ai r P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

80 0 80 60

SCALE OF FEET

SCALE: 1"=80'

LEGEND

PAVEMENT

REHABILITATION AREA 1

C-03

PAVEMENT REHABILITATION

SCALE: 1" = 80'

FBO

DEAD INDIAN MEMORIAL RD

EXISTING

PAVEMENT

SECTION

LO

C

AT

IO

N A

S

SH

O W

N O

N P

LA

N

S

LO

C

AT

IO

N A

S

SH

O W

N O

N P

LA

N

S

SAWCUT/MILL EXISTING

ASPHALT (TYP)

APPLY TACK TO FACE

OF SAWCUT EDGE

(TYP.)

AC REHABILITATION

PER PLAN

6" AGGREGATE BASE COURSE (P-208),

COMPACT TO 100% ASTM D698

3" AC (P-403)

1-3" LIFT

COMPACT EXPOSED BASE MATERIAL TO 100% ASTM D698.

C-03

PAVEMENT REHABILITATION DETAIL

NTS

PROTECT ALL HANGAR DOORS AND CONCRETE (TYP)

PROTECT ALL HANGAR DOORS AND CONCRETE (TYP)

PAVEMENT REHABILITATION

PER 2

C-03

PAVEMENT REHABILITATION

PER 2

C-03

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ

O

FZ

SECTION

EXISTING

AC SURFACING

NOTE:

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

ENGINEER PRIOR TO CONSTRUCTION.

2. RECOMPACT EXISTING BASE ROCK TO 100% OF ASTM

D698 PRIOR TO CONSTRUCTING NEW AGGEGATE.

24" WIDE

PAVEMENT REMOVAL LIMITS

SEAL JOINT WITH CRACK

SEAL MATERIAL AFTER

ASPHALT PLACEMENT. SEE

NOTE 2.

P-403 ASPHALT MIX

PAVEMENT SURFACE. 3" MIN

OR MATCH EXISTING

THICKNESS, WHICHEVER IS

GREATER (2 LIFTS). 92%

COMPACTION

SAWCUT

(TYP)

APPLY TACK TO FACE

OF SAWCUT EDGE, SEE

NOTE 2 (TYP.)

REMOVE ANY DELETERIOUS MATERIAL

PER ENGINEER. COMPACT EXPOSED

BASE MATERIAL TO THE

SATISFACTION OF THE ENGINEER.

P-208 AGGREGATE BASE COURSE, 3"

MIN THICKNESS OR THICKER AS

REQUIRED WITH REMOVAL OF

DELETERIOUS MATERIAL.

NOTES:

1. VERIFY CRACKS FOR CLEANING AND FILLING WITH ENGINEER PRIOR TO WORK.

2. ROUTE AND CLEAR CRACK OF ALL EXISTING SEALER, DEBRIS, AND VEGETATION.

3. FOR PREVIOUSLY SEALED CRACKS, CLEAN CRACKS WITH HEAT LANCE AND FILL

WITH RUBBERIZED ASPHALT CRACK SEALANT IN MINIMUM OF TWO LIFTS.

4. PRIOR TO CRACK REPAIR, CRACK LOCATIONS WILL BE INDICATED WITH

TEMPORARY MARKING PAINT (BY THE ENGINEER). CONTRACTOR WILL BE

PROVIDED WITH MEASURED CRACK QUANTITY INFORMATION.

5. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IF ANY DISCREPANCY IN

CRACK LENGTH IS OBSERVED

6. PERFORM CRACK REPAIR AND WIDE CRACK REPAIR PRIOR TO SURFACE SEAL

APPLICATION.

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

ROUTE & SEAL PREVIOUSLY

UNSEALED CRACKS; HEAT & SEAL

PREVIOUSLY SEALED CRACKS

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0

C ra ck

R ep ai r P la n.

dw g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

C-04

CRACK REPAIR PLAN

SCALE: 1" = 150'

C-04

WIDE CRACK REPAIR

NO SCALE

C-04

CRACK REPAIR DETAIL

NO SCALE

150 0 150 300

SCALE OF FEET

SCALE: 1"=150'

LEGEND

CRACK REPAIR AREA

CRACK REPAIR AND WIDE CRACK

REPAIR AREA. PERFORM REPAIRS

AS DIRECTED BY ENGINEER PER

C-04

CRACK REPAIR PLAN

TH3

TJS

JNR

C-04

C-04

CRACK REPAIR AND WIDE CRACK

REPAIR AREA. PERFORM REPAIRS

AS DIRECTED BY ENGINEER PER

C-04

C-04

RUNWAY 12-30

TAXIWAY A

TW

Y

A3

TW

Y

A2 TW

Y

A1TW

Y

A4

TW

Y

A5

TW

Y

A6

TAXIWAY A C

FBO

DEAD INDIAN MEMORIAL RD

L

RUNWAY AND CONNECTORS REHAB QUANTITIES

ROUTE AND SEAL 7,120 LF

HEAT AND SEAL 1,460 LF

NORTH TAXILANE REHAB QUANTITIES

ROUTE AND SEAL 1,000 LF

HEAT AND SEAL 2,500 LF

WIDE CRACK REPAIR 300 LF

ASPHALT PAVEMENT PATCH 240 SF

SOUTH TAXILANE REHAB QUANTITIES

ROUTE AND SEAL 100 LF

HEAT AND SEAL 70 LF

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0

Su rfa ce

S ea lin g

Pl an

.d w g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

150 0 150 300

SCALE OF FEET

SCALE: 1"=150'

90 0 90 180

SCALE OF FEET

SCALE: 1"=80'

NOTES:

1. PROTECT ALL OTHER EXISTING MARKINGS TO REMAIN FROM DAMAGE

CAUSED DURING CONSTRUCTION. IF DAMAGED, REPLACE MARKINGS AS

DIRECTED BY THE ENGINEER AT THE CONTRACTORS EXPENSE.

2. ANY GRASS OR WEEDS OVERGROWN ONTO OR THROUGH PAVEMENT

SURFACE SHALL BE ELIMINATED PRIOR TO SURFACE SEAL APPLICATION.

SEE ITEM P-101.

3. CONTRACTOR'S SURVEYOR SHALL RECORD EXISTING TAXIWAY MARKING

LOCATIONS PRIOR TO SURFACE SEAL. MARKINGS SHALL BE REPLACED IN

THE SAME LOCATION AFTER SURFACE SEAL. PULL TABS OR OTHER

REMOVABLE METHOD OF MARKING ARE NOT PERMITTED.

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

5. PROTECT EXISTING LIGHT FIXTURES, SIGNING, AND OTHER STRUCTURES.

6. VERIFY SURFACE SEAL BOUNDARY LIMITS WITH ENGINEER IN FIELD PRIOR

TO BEGINNING WORK.

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.

LEGEND

SLURRY SEAL LIMITS

FOG SEAL LIMITS

C-05

SURFACE SEALING PLAN

TH3

TJS

JNR

C-05

SURFACE SEALING PLAN

RUNWAY AND CONNECTORS

SCALE: 1" = 150'

C-05

SURFACE SEALING PLAN

TAXILANES

SCALE: 1" = 80'

RUNWAY 12-30

TAXIWAY A

TW

Y

A3

TW

Y

A2

TW

Y

A1TW

Y

A5

TW

Y

A6

PERFORM REMOVAL OF FOREIGN

SUBSTANCES/CONTAMINATES

WITHIN ALL SURFACE SEAL

LIMITS PRIOR TO SURFACE SEAL

APPLICATION.

APRON

FBO

DEAD INDIAN MEMORIAL RD

P-608 FOG SEAL

P-626 SLURRY SEAL

P-626 SLURRY SEAL

P-626 SLURRY SEAL

EE

E E

E

E E

E E

W

W

W

W

W

W

W

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

G

W

W

W

W

G G

G

G

G

G

G

G

G

G

G

T T

T

T

T

T

T

T

T

T

W W

W

W

W

E E

E

E

SD

SD

SD

SD

SD

SD

ST(R

ST(R

ST(R

SD

SD

ST(R) ST(R)

F

E

SD

SD

SD

W W

W

T E

E

E

E

SS

SS

G

GSD

SD

SD

T

E E E

T

T

W

W

FO

UT

E

W

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0

Su rfa ce

S ea lin g

Pl an

.d w g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

40 0 40 80

SCALE OF FEET

SCALE: 1" = 40'

NOTES:

1. ANY DAMAGE DONE TO EXISTING ASPHALT WILL BE REPAIRED BY

CONTRACTOR AT NO COST.

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

3. PROTECT EXISTING LIGHT FIXTURES, SIGNING, AND OTHER STRUCTURES.

4. REMOVE TOP 6 INCHES OF EXISTING ROCK.

5. REPLACE WITH 4.5 INCHES OF P-208. ENSURING A 1.5 INCH DROP FROM

THE EDGE OF ASPHALT.

6. FINISHED GRADE SHALL DIVERT WATER TO EXISTING CATCH BASINS IF

AVAILABLE AND AWAY FROM BUILDINGS.

7. PRIOR TO DEMOLITION, CONTRACTOR TO USE A LICENSED SURVEYOR TO

RECORD ANGLE POINTS OF ROCK SHOULDER ALONG THE EDGE OF

PAVEMENT TO ENSURE THE REPLACEMENT OF ROCK SHOULDER IS AS

EXISTING.

LEGEND

ROCK LIMITS

C-06

NORTHEAST TAXILANE HANGAR ROCK PLAN

TH3

TJS

JNR

C-06

NORTHEAST TAXILANE HANGAR ROCK PLAN

SCALE: 1" = 40'

FBO

DEAD INDIAN MEMORIAL RD

C-06

ROCK EDGE DETAIL

NO SCALE

1 1/2" EDGE

DROP (TYP)

PROPOSED

PAVEMENT

SECTION

4.5" OF P-208

EXISTING CB

PROTECT FIRE HYDRANT

EXCAVATE TOP 6" OF EXISTING ROCK

SEE NOTE 6

VA

R

IE

S

C-06

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

119' 42.4' 119' 80'43'

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0 to

C -0

Pa vi ng

M ar ki ng

P la n an d D et ai ls .d w g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

150 0 150 300

SCALE OF FEET

SCALE: 1"=150'

90 0 90 180

SCALE OF FEET

SCALE: 1"=80'

NOTES:

1. CONTRACTOR'S SURVEYOR SHALL RECORD EXISTING TAXIWAY MARKING LOCATIONS

PRIOR TO SURFACE SEAL. MARKINGS SHALL BE REPLACED IN THE SAME LOCATION

AFTER FOG SEAL. PULL TABS OR OTHER REMOVABLE METHOD OF MARKING ARE NOT

PERMITTED.

2. ALL OTHER EXISTING MARKINGS TO REMAIN SHALL BE PROTECTED FROM DAMAGE

CAUSED DURING CONSTRUCTION. IF DAMAGED, REPLACE MARKINGS AS DIRECTED BY

THE ENGINEER AT THE CONTRACTORS EXPENSE.

C-07

PAVEMENT MARKING PLAN

TH3

TJS

JNR

C-07

PAVEMENT MARKING PLAN

RUNWAY AND CONNECTORS

SCALE: 1" = 150'

C-07

PAVEMENT MARKING PLAN

TAXILANES

SCALE: 1" = 80'

LEGEND

TAXIWAY PAVEMENT MARKING

RUNWAY PAVEMENT MARKING

C-09

C-09

120'

(TYP)

80'

(TYP)

C-08

RUNWAY

C PERL

TAXIWAY LEAD IN

LINE PER RUNWAY 30

MARKINGS PER

C-08

C-09 1

C-08

RUNWAY 12-30

TAXIWAY A

TW

Y

A3 TW

Y

A2 TW

Y

A1

TW

Y

A5

TW

Y

A6 TW

Y

A4

DEAD INDIAN MEMORIAL RD

APRON

FBO

C-09

C-09

MATCH EXISTINGMATCH EXISTING

C-09

C-09

C-09

C-09

C-09

C-09

2005+

REFERENCE STA: 5+80.00

+0

REFERENCE STA: 39+03.24

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0 to

C -0

Pa vi ng

M ar ki ng

P la n an d D et ai ls .d w g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

C-08

PAVEMENT MARKING DETAILS

TH3

TJS

JNR

20'

5'

20'

20'

6'

8'

7.5'

15'

75'

5'25'

10'15'

3'

1.0'

5'

2'

2' 5'

C-08

RUNWAY 12 MARKINGS

NO SCALE

C-08

RUNWAY 30 MARKINGS

NO SCALE

EDGE OF PAVEMENT (TYP)

L

WHITE

(TYP)

WHITE

(TYP)

WHITE

WHITE (TYP)

WHITE (TYP)

6" YELLOW TAXIWAY

LEAD IN

5'

EDGE OF PAVEMENT (TYP)

15' 13.5'

RUNWAY C

RUNWAY C

NOTES:

1. ALL CHARACTERS HAVE THESE CHARACTERISTICS

UNLESS OTHERWISE SPECIFIED:

- 60' HIGH

- VERTICAL STROKE OF 5'

- HORIZONTAL STROKE OF 10'

- DIAGONAL STROKE OF 5'

2. ALL RUNWAY MARKINGS ARE TO BE RE-STRIPED AT

EXISTING CONDITIONS.

120'

(TYP)

80'

(TYP)

3'

(TYP)

12" WIDE,

WHITE STRIPE RUNWAY CL

L

C-08

RUNWAY C STRIPE

DETAIL

NO SCALE

L

10'

5'

.4

9.

0'

4.

6'

5'

.0

R19

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:

APRIL 2026

CITY OF ASHLAND

ASHLAND MUNICIPAL AIRPORT / SUMNER PARKER FIELD

RUNWAY AND TAXILANE REHABILITATION

CENTURY

WEST

E N G I N E E R I N G

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

X:

\P ro je ct s\

As hl an d, C ity o f\2

- T ax ila ne

R eh ab (D

N )\C

AD

W O

R

KI

N G

\C -0 to

C -0

Pa vi ng

M ar ki ng

P la n an d D et ai ls .d w g

AS NOTED12403.009.01

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

C-09

PAVEMENT MARKING DETAILS 2

TH3

TJS

JNR

C-09

TAXIWAY MARKING DETAIL

NO SCALE

6"-WIDE YELLOW

STRIPE ON TAXIWAY

CENTERLINE (TYP)

TAXIWAY

CENTERLINE

C-09

TAXIWAY LEAD IN LINE DETAIL

NO SCALE

200' (TYP)

3'

3'

12" GAP

6" YELLOW

TAXIWAY

CENTERLINE

STRIPE

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

TA

XI

W

AY

C

EN

TE

R

LI

N

E

12"

(TYP)

125'

C-09

RUNWAY HOLDING POSITION MARKING

NO SCALE

6" YELLOW

STRIPE

3' GAP (TYP)

R 19' (TYP)

RUNWAY CENTERLINE

3'