S-10900-00015977 ATTACHMENT D - PLANS AND DRAWINGS.pdf

PDF 13 MB Posted Mar 12, 2026

Attached to: Chiloquin State Airport Runway, Taxiway, and Apron Surface Seal
Solicitation number: S-10900-00015977
Issued by: Jackson County, Cheshire CDP, Oregon

About this file

Written by GovTribe AI · Mar 13, 2026

This is a comprehensive set of construction plans and drawings for the Oregon Department of Aviation's Chiloquin State Airport Runway, Taxiway, and Apron Surface Seal Project, prepared by Century West Engineering. The project encompasses pavement rehabilitation work including crack repair, asphalt patching, surface seal application, and pavement marking installation across Runway 17-35, associated taxiways, and apron areas. The work is organized into three phases: Phase 1 involves crack sealing and asphalt concrete patching over approximately 10 calendar days; Phase 2 covers surface seal application requiring 1 calendar day; and Phase 3 addresses pavement markings requiring 1 calendar day, with a second marking application permitted 30 days after rehabilitation completion. Specific quantities identified include 4,002 linear feet of crack sealing, 2,728 linear feet of asphalt patching for wide cracks, 49 square feet of standard asphalt patching, 31,562 square yards of surface seal coat, and 7,556 square feet of pavement markings (1,556 square feet yellow and 6,000 square feet white). The anticipated project start date is July 2026 with completion targeted for August 2026. All work must be completed within 12 continuous calendar days from the Notice to Proceed, with the contractor required to request runway closures 14 days in advance and coordinate with airport operations.

The project documents establish comprehensive safety and operational requirements including runway closure procedures, temporary traffic control measures using low-level barricades, Foreign Object Debris (FOD) removal protocols, and weather condition monitoring for both surface seal and pavement marking applications. The contractor is restricted to designated haul routes and staging areas, with all equipment required to remain on pavement to the extent feasible. Equipment height is limited to 12 feet unless approved by the engineer, and stockpiles must not exceed 12 feet in height while maintaining minimum distances of 125 feet from runway centerlines and 44.5 feet from taxiway centerlines. The contractor bears full responsibility for locating existing utilities and preventing damage, and must conduct friction testing on sealed surfaces using approved Continuous Friction Measuring Equipment before runway reopening. Pavement markings require two applications: a first coat at 30 percent of the specified rate without glass beads, followed by a final coat at 100 percent with glass beads applied in accordance with FAA standards and specifications. Additional project requirements include erosion control measures, hydro-seeding of disturbed surfaces, ditch inlet protection, and compliance with FAA operational safety standards during construction including maintaining airport radio capability on 122.90 MHz CTAF/UNICOM frequency.

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Other files

File	Type	Posted
S-10900-00015977 Chiloquin Surface Seal ITB.pdf	PDF	Mar 12, 2026
S-10900-00015977 ATTACHMENT C - TECH SPECS.pdf	PDF	Mar 12, 2026
2S7_Pre-Bid Meeting Sign In Sheet.pdf	PDF	Mar 12, 2026
2S7 Chiloquin SS Pre Bid Meeting Agenda.pdf	PDF	Mar 12, 2026
S-10900-00015977 ATTACHMENT E - CSPP.pdf	PDF	Mar 12, 2026
S-10900-00015977 ATTACHMENT B - FAA GENERAL PROVISIONS.pdf	PDF	Mar 12, 2026

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CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL PROJECT

ATTACHMENT D – RUNWAY, TAXIWAY, AND APRON SURFACE

SEAL PROJECT PLANS AND DRAWINGS

OWNER:

Oregon Department of Aviation

3040 25th St. SE Salem, OR 97302

ENGINEER:

Century West Engineering

5500 Meadows Rd., Suite 250

Lake Oswego, OR 97035

Phone: 503.419.2130

FEBRUARY 2026

This Page Left Intentionally Blank

OREGON DEPARTMENT OF

AVIATION

CHILOQUIN STATE AIRPORT

RUNWAY, TAXIWAY, AND APRON

SURFACE SEAL

A.I.P NO. 3-41-0012-011-2025

FEBRUARY 2026

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:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

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AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

SHEET INDEX

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 DEMOLITION PLAN

7 C-02 CRACK SEAL AND PAVEMENT REPAIR PLAN

8 C-03 SURFACE SEAL PLAN

9 C-04 CRACK SEAL, AC PATCHING, AND SURFACE SEAL DETAILS

10 C-05 PAVEMENT MARKING OVERALL PLAN

11 C-06 PAVEMENT MARKING PLAN

12 C-07 PAVEMENT MARKING PLAN

13 C-08 PAVEMENT MARKING PLAN

14 C-10 PAVEMENT MARKING PLAN

15 C-09 PAVEMENT MARKING PLAN

16 C-11 PAVEMENT MARKING DETAILS

17 C-12 PAVEMENT MARKING DETAILS

AutoCAD SHX Text N

MULTICORELINK:SITE & SURVEY CONTROL-C-02

MULTICORELINK:CONSTRUCTION SITE & SAFETY PHASING PLAN-C-03

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

MULTICORELINK:EROSION CONTROL PLAN-EC-01

MULTICORELINK:DEMOLITION PLAN-C-01

MULTICORELINK:CRACK REPAIR-C-02

MULTICORELINK:SURFACE SEAL-C-03

MULTICORELINK:DETAILS-C-12

MULTICORELINK:PAVEMENT MARKING PLAN-C-04

MULTICORELINK:PAVEMENT MARKING PLAN-C-05

MULTICORELINK:PAVEMENT MARKING PLAN-C-06

MULTICORELINK:PAVEMENT MARKING PLAN-C-07

MULTICORELINK:PAVEMENT MARKING PLAN-C-09

MULTICORELINK:PAVEMENT MARKING PLAN-C-08

MULTICORELINK:DETAILS-C-10

MULTICORELINK:DETAILS-C-11

10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 47+53

G-02

SITE & SURVEY CONTROL

G-02

SITE & SURVEY CONTROL

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

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O N

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AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBSTACLE FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

SURVEY NOTES:

1. TOPOGRAPHIC SURVEY IS PROVIDED FROM CRAWFORD, DRUMMOND, & ASSOCIATES, INC, DATED

SEPTEMBER 2025.

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 APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

240' 200'

RUNWAY 17-35

NORTH TAXIWAY

REFUGE

SOUTH TAXIWAY

REFUGE

WEST APRON

TAXIWAY B

THE DALLES-CALIFORNIA HWY (HWY 97)

CHILOQUIN BLVD

SECURITY GATE

SURVEY CONTROL TABLE

NAVD 83 (2011)

POINT # NORTHING EASTING ELEVATION DESCRIPTION

1 334377.05 4549789.70 4193.62 CNT 5/8 IR

2 335351.35 4549910.90 4200.73 CNT 5/8 IR

3 336326.66 4550027.91 4209.03 CNT 5/8 IR

4 337419.14 4550211.67 4219.23 CNT MAG

5 336267.60 4549621.44 4208.22 CNT MAG

6 333807.93 4549647.98 4191.60 FD 5/8 IR CL MONUMENT

7 337534.14 4550098.64 4220.23 FD 5/8 IR CL MONUMENT

CP#1 CP#2 CP#3

CP#4

CP#5

TAXIWAY B1

TAXIWAY A1

EXISTING WINDCONE

RUNWAY OFA/OFZ

FOUND MONUMENT #6

FOUND MONUMENT #7

TAXIWAY A

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G-03

CONSTRUCTION SITE & SAFETY PHASING PLAN

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

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AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

LEGEND:

CONTRACTOR

HAUL/ACCESS ROADS

CONTRACTOR STAGING

AREA

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBJECT FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

LOW LEVEL BARRICADES

WORK SCOPE:

CRACK SEAL (PHASE 1):

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

2. INSTALL TEMPORARY TRAFFIC CONTROL (INCLUDING BARRICADES)

3. PAVEMENT MARKING REMOVAL

4. CRACK PREPARATION, WIDE CRACK REPAIR, ASPHALT PATCHING

5. CRACK FILL

6. SURFACE SWEEPING

SURFACE SEAL (PHASE 2):

7. SURFACE SEAL

PAVEMENT MARKING (PHASE 3):

8. PAVEMENT MARKING

9. FOREIGN OBJECT DEBRIS (FOD) CHECK/REMOVAL

GENERAL PHASING NOTES:

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

2. CONTRACTOR TO SUBMIT THE CONSTRUCTION SCHEDULE FOR OWNER REVIEW. COORDINATE CLOSURES WITH THE ENGINEER AND MAINTAIN AIRPORT OPERATION TO THE GREATEST EXTENT POSSIBLE.

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

ALL GUIDANCE SIGNS SHALL BE SHUT DOWN/OFFLINE (IF LIGHTED) AND COVERED DURING RUNWAY

CLOSURE.

4. TEMPORARY TRAFFIC CONTROL LOW LEVEL BARRICADES TO BE INSTALLED ON TAXIWAY A CONNECTOR

FOR THE DURATION OF THE PROJECT.

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

TRAFFIC.

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

7. THE TERM "DAY" SHALL BE TAKEN TO MEAN A CALENDAR DAY OF 24 HOURS, BEGINNING AT 12:00 MIDNIGHT, SATURDAYS, SUNDAYS, AND HOLIDAYS SHALL BE INCLUDED.

8. REFER TO CSPP FOR FULL SAFETY AND PHASING REQUIREMENTS.

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

SPECIFICATIONS.

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

FAA FORM 7460-1.

NORTH APRONSOUTH APRON

THE DALLES-CALIFORNIA HWY (HWY 97)

CHILOQUIN BLVD

RUNWAY 17-35

NORTH TAXIWAY

REFUGE

SOUTH TAXIWAY

REFUGE

SECURITY GATE

STAGING AREA

LOW-LEVEL

BARRICADES

G-04

EXISTING WINDCONE

RUNWAY OFA/OFZ

RUNWAY

CLOSURE X

RUNWAY

CLOSURE X

G-04

WEST APRON

TAXIWAY B

TAXIWAY B1

TAXIWAY A1TAXIWAY A

WORK SCOPE DURATION RUNWAY CLOSURE

CRACK SEAL, AC PATCHING -

MAJOR WIDE CRACK, AC PATCHING

(PHASE 1)

10 DAYS 10 DAYS

SURFACE SEAL (PHASE 2) 1 DAY 1 DAY

PAVEMENT MARKING (PHASE 3) 1 DAY 1 DAY

TOTAL 12 DAYS 12 DAYS

THE SCOPE OF THIS PROJECT HAS BEEN

COORDINATED WITH THE 2026 ODAV PMP CYCLE TO

AVOID DUPLICATION OF TREATMENTS.

AutoCAD SHX Text R

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

G-04

SITE & SAFETY NOTES & DETAILS

GENERAL WORK AREA NOTES:

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

ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY

PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. NO PERSONAL

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

MAY IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROM THE SITE

IN VIOLATION OF AIRPORT SAFETY AND SECURITY PROCEDURES.

2. ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL REMAIN ON PAVEMENT

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

AIRPORT NAVIGATIONAL AIDS SHALL BE REPORTED IMMEDIATELY.

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

ENGINEER.

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

RUNWAY CENTERLINE AND 44.5 FEET FROM TAXIWAY CENTERLINE.

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

THE CONTRACTOR'S STAGING AREA UNLESS OTHERWISE DIRECTED BY THE

ENGINEER.

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

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

PRIOR TO BEGINNING WORK IN ANY AREA.

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

FEET OF THE RUNWAY 17-35 CENTERLINE OR WITHIN 240 FEET OF THE RUNWAY

END WILL REQUIRE A RUNWAY CLOSURE.

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

01300 OF THE TECHNICAL SPECIFICATIONS.

9. IN THE EVENT OF NIGHTTIME CONSTRUCTION, LIGHTING EQUIPMENT MUST

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

SAFETY ON AIRPORTS DURING CONSTRUCTION.

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

IN THE TECHNICAL SPECIFICATIONS.

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

RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY:

CTAF/UNICOM: 122.90 MHz

RADIO TRAINING IS REQUIRED FOR STAFF ASSIGNED TO MONITOR THE RADIO.

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

COMPLETION OF EACH WORK SHIFT.

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

RUNWAY CLOSURES AS DIRECTED BY THE ENGINEER.

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

GUIDANCE SIGNS AS DIRECTED BY THE AIRPORT TO PREVENT AIRCRAFT FROM

TAXIING TOWARDS CLOSED WORK AREAS. ALL AIRPORT LIGHTING SHALL BE

DISENGAGED DURING A RUNWAY CLOSURE.

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

AIRPORT SPONSOR TO SUBMIT RUNWAY CLOSURE STRATEGIC EVENT

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

CONSTRUCTION START DATE.

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

17. CONTRACTOR SHALL PREVENT WILDLIFE ATTRACTANTS PER FAA AC

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

18. SPECIFIC WEATHER CONDITIONS MUST BE MET FOR SURFACE SEAL

APPLICATION. CONTRACTOR TO COORDINATE WITH ENGINEER TO DETERMINE IF

SURFACE SEAL APPLICATION IS FEASIBLE A MINIMUM OF 12 HOURS BEFORE

PLANNED APPLICATION. IF UNPREDICTED WEATHER OCCURS, THE ENGINEER

MAY POSTPONE APPLICATION. SEE WEATHER LIMITATION SPECIFICATIONS

P-608-4.2 IN THE TECHNICAL SPECIFICATIONS.

19. SPECIFIC WEATHER CONDITIONS MUST BE MET FOR PAVEMENT MARKING

APPLICATION. CONTRACTOR TO COORDINATE WITH ENGINEER TO DETERMINE IF

PAVEMENT MARKING APPLICATION IS FEASIBLE A MINIMUM OF 12 HOURS

BEFORE PLANNED APPLICATION. IF UNPREDICTED WEATHER OCCURS, THE

ENGINEER MAY POSTPONE APPLICATION. SEE WEATHER LIMITATIONS SECTION

P-620-3.1 IN THE TECHNICAL SPECIFICATIONS.

20. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

WORK IN SAFETY AREAS AND OBJECT FREE AREAS:

1. RUNWAY SAFETY AREA (RSA) AND TAXIWAY SAFETY AREA (TSA) AREAS ARE

DEFINED AS AREAS THAT SHALL BE CLEARED AND GRADED AND HAVE NO

POTENTIALLY HAZARDOUS RUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE

VARIATIONS. THE MAXIMUM SLOPE ANYWHERE WITHIN A RUNWAY OR TAXIWAY

SAFETY AREA SHALL BE 5%. IN TRANSITIONS FROM PAVED TO UNPAVED AREAS, A

3 INCH MAXIMUM VERTICAL DROP IS ALLOWED. THE RUNWAY AND TAXIWAY SAFETY

AREAS SHALL BE MAINTAINED AT ALL TIMES WHEN THE RUNWAY AND TAXIWAY IS

OPEN TO AIR TRAFFIC. PERSONNEL, EQUIPMENT, OR MATERIAL WITHIN A RUNWAY

SAFETY AREA AT ANY TIME REQUIRES A CLOSURE. SAFETY AREAS THAT ARE

CLOSED FOR CONSTRUCTION MUST MEET THESE CRITERIA PRIOR TO REOPENING.

2. THE CONTRACTOR SHALL ANTICIPATE THE CONSTRUCTION OF TEMPORARY FILLS,

COMPACTION, AND GRADING TO MEET THE REQUIREMENTS OF "WORK IN SAFETY

AREAS AND OBJECT FREE AREAS" PRIOR TO REOPENING RUNWAYS AND TAXIWAYS.

THIS WORK IS CONSIDERED INCIDENTAL TO VARIOUS WORK ITEMS AND SEPARATE

PAYMENT WILL NOT BE MADE.

3. CONTRACTOR SHALL NOT ENTER ANY ACTIVE RSA OR TSA WITHOUT

AUTHORIZATION FROM THE AIRPORT. ALL EQUIPMENT, TOOLS, AND MATERIALS

SHALL BE MOVED TO STAGING AREAS PRIOR TO REOPENING A RUNWAY OR

TAXIWAY.

4. SAFETY AREA LIMITS:

RUNWAY 17-35 - 60 FEET FROM ; 240 FEET FROM RUNWAY ENDS/THRESHOLD

TAXIWAYS - 24.5 FEET FROM

5. RUNWAY AND TAXIWAY OBJECT FREE AREAS ARE DEFINED AS AREAS THAT SHALL

BE CLEAR OF FIXED OR MOVABLE OBJECTS. EQUIPMENT NOT IN USE, AND MATERIAL

STOCKPILES AND STORAGE SHALL BE PLACED AT LEAST 125 FEET FROM ANY

RUNWAY CENTERLINE. NO WORK MAY OCCUR IN TAXIWAY OBJECT FREE AREAS

UNLESS THE TAXIWAY IS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE OF

EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED WITHIN TAXIWAY OBJECT

FREE AREAS.

C L C L

YELLOW

RUNWAY

(TYP)

NOTES:

1. RUNWAY CLOSURE CROSSES SHALL BE

PROVIDED, INSTALLED, MAINTAINED,

AND REMOVED BY THE CONTRACTOR.

2. PLACE CLOSING "X" DIRECTLY OUTSIDE

OF BOTH ENDS OF THE RUNWAY, AS

CLOSE TO THE EDGE OF PAVEMENT AS

IS REASONABLE TO COMPLETE RUNWAY

WORK.

3. THE CROSSES SHALL BE SECURED

WITH WEIGHTED MATERIALS LESS THAN

3 INCHES IN HEIGHT. SANDBAGS OR

EQUIVALENT ARE NOT ALLOWED.

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

OPERATIONAL SAFETY ON AIRPORTS

DURING CONSTRUCTION FOR

MARKINGS OF A TEMPORARY RUNWAY

CLOSURE.

SCALE: N.T.S.

G-04

RUNWAY CLOSURE "X"

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \S

N O

.d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

INSTALL BATTERY OR SOLAR POWERED

RED LENS STANDARD BARRICADE LIGHT

8'-0"

10"

ELEVATION

FILL WITH WATER

OR SAND

ORANGE BODY

SELF-CONNECTING

PINS

NOTES:

1. BARRICADES SHALL MEET THE REQUIREMENTS OF AC 150/5370-2G OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION.

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

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

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

BARRICADES THROUGHOUT THE DURATION OF THE PROJECT.

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

5. BARRICADES SHALL BE NO FURTHER THAN 10' APART.

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

THE ENGINEER.

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

WINDS OR PROP WASH.

SCALE: N.T.S.

G-04

LOW LEVEL BARRICADE DETAIL

VARIES 6'-0"

RUNWAY/TAXIWAY/APRON RE-OPENING CHECKLIST:

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

EXCAVATIONS APPROPRIATELY TO ALLOW FOR THE SAFE OPERATION OF THE

HEAVIEST AIRCRAFT OPERATING ON THE AFFECTED RUNWAY OR TAXIWAY

SUCH THAT THE AIRCRAFT WILL NOT BE DAMAGED.

2. ENSURE THERE ARE NOT POTENTIALLY HAZARDOUS RUTS, HUMPS,

DEPRESSIONS, OR OTHER SURFACE VARIATIONS WITHIN THE RSA AND/OR TSA.

THE RSA AND TSA MUST BE CAPABLE OF SUPPORTING OCCASIONAL PASSAGE

OF AIRCRAFT DURING DRY CONDITIONS WITHOUT CAUSING STRUCTURAL

DAMAGE TO THE AIRCRAFT.

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

VERTICALLY.

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

ENSURE THAT FRICTION TESTING HAS BEEN COMPLETED AND ACCEPTED IN

ACCORDANCE WITH ITEM P-608 IN THE TECHNICAL SPECIFICATIONS. USE

APPROVED CONTINUOUS FRICTION MEASURING EQUIPMENT (CFME) AND

DETERMINE IF RESULTS ARE PASSING OR FAILING BASED ON THE APPLICATION

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

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

SKID-RESISTANT AIRPORT PAVEMENT SURFACES. THE RPR SHALL BE PRESENT

FOR FRICTION TESTING, AND THE CONTRACTOR SHALL PROVIDE THE RPR

WITH A WRITTEN REPORT OF PASSING TEST RESULTS FOR ACCEPTANCE

PRIOR TO RE-OPENING THE RUNWAY.

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

PAVEMENT.

6. REMOVE BARRICADES AND CLOSURE MARKERS.

WORK SCHEDULE AND PHASING NOTES:

1. ALL WORK SHALL BE COMPLETED WITHIN 12 CONTINUOUS CALENDAR DAYS OF

CONTRACT NOTICE TO PROCEED.

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

CONVENIENCE OF THE OWNER.

3. WORK EXEMPT FROM THE 12 CALENDAR DAY CONTRACT PERIOD INCLUDES

THE SECOND APPLICATION OF PAVEMENT MARKINGS. A CONTINUOUS 1

CALENDAR DAY (24 HOUR) CLOSURE FOR THE SECOND APPLICATION OF

PAVEMENT MARKINGS WILL BE PERMITTED, A MINIMUM OF 30 DAYS AFTER

PAVEMENT REHABILITATION HAS BEEN COMPLETED.

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

AS NEEDED TO MAINTAIN AIRPORT OPERATIONS TO THE FURTHEST EXTENT

POSSIBLE.

6. OBJECT FREE AREA LIMITS

RUNWAY 17-35 - 125 FEET FROM

TAXIWAYS - 44.5 FEET FROM

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

AREA CRITERIA MUST BOTH BE MET PRIOR TO OPENING AN IMPACTED RUNWAY

OR TAXIWAY.

8. WORK WITHIN 125 FEET OF RUNWAY CENTERLINE OR WITHIN 240 FEET OF

RUNWAY END REQUIRES A RUNWAY CLOSURE.

EC-01

EROSION CONTROL PLAN

EC-01

EROSION CONTROL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \E

R O

N C

O N

.d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBJECT FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

DITCH INLET PROTECTION

PER

CONTRACTOR STAGING

AREA

LOW LEVEL BARRICADES

CONTRACTOR

HAUL/ACCESS ROADS

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 SHALL BE INCIDENTAL TO OTHER WORK ITEMS.

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

MATERIALS.

EC-01

ANTICIPATED PROJECT SCHEDULE:

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

CRACK REPAIR, ASPHALT PATCHING, SURFACE SEAL, AND PAVEMENT MARKINGS.

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

DITCH INLET

PROTECTION

EC-01

THE DALLES-CALIFORNIA HWY (HWY 97)

CHILOQUIN BLVD

NORTH TAXIWAY

REFUGE

SOUTH TAXIWAY

REFUGE

SECURITY GATE

RUNWAY 17-35

DITCH INLET

PROTECTION

EC-01

EXISTING WINDCONE

RUNWAY OFA/OFZ

EC-01

DITCH PROTECTION

BIO-FILTER BAG

NO SCALE

NOTES:

1. STACKING OF BAGS REQUIRED USING (2)

1"X2" WOOD STAKES OR APPROVED

EQUAL PER BAG.

2. SURFACE MUST BE SMOOTH BEFORE

APPLICATION

3. CHECK DAMS CAN BE CONSTRUCTED

USING STRAW WATTLES OR OTHER

MATERIALS AS APPROVED BY THE

ENGINEER

LOW-LEVEL

BARRICADES

G-04

STAGING AREA

WEST APRON

TAXIWAY B

TAXIWAY B1

TAXIWAY A1TAXIWAY A

AutoCAD SHX Text R

AutoCAD SHX Text

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AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text N

C-01

DEMOLITION PLAN

C-01

PAVEMENT MARKING REMOVAL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

RUNWAY 17-35

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \D

O N

N .d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBJECT FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

WORK AREA BOUNDARY

RUNWAY NUMERAL

REMOVAL

RUNWAY CENTERLINE

MARKING REMOVAL

TAXIWAY CENTERLINE

MARKING REMOVAL

HOLD BAR MARKING

REMOVAL

AIRCRAFT TIE DOWN

MARKING REMOVAL

DEMOLITION NOTES:

1. PROTECT EXISTING STRUCTURES, UTILITIES AND

FEATURES TO REMAIN.

2. PROTECT ALL EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE NOTED.

ANY DAMAGED PAVEMENT MARKINGS NOT IDENTIFIED FOR REMOVAL SHALL

BE RESTORED AT NO COST TO THE OWNER.

3. ASPHALT DEMOLITION EXTENTS FOR ASPHALT PATCH WILL BE INDICATED BY

THE ENGINEER. CONTRACTOR WILL BE PROVIDED WITH MEASURED ASPHALT

DEMOLITION QUANTITY INFORMATION.

4. PAVEMENT MARKING REMOVAL AMOUNT SHALL BE:

· 50% REMOVAL FOR PAVEMENT AREAS TO RECEIVE STANDARD SEAL COAT

WHEN MARKINGS ARE NOT RELOCATED.

· 100% REMOVAL FOR AREAS TO RECEIVE STANDARD SEAL COAT WHEN

MARKINGS ARE TO BE RELOCATED, AS SHOWN ON THE PLAN. SEE ITEM P-620

IN THE TECHNICAL SPECIFICATIONS.

5. PROPOSED PAVEMENT MARKING QUANTITIES ARE BASED ON FIELD SURVEY

AND/OR GIS DATA UTILIZED AT THE TIME OF DESIGN AND WILL BE

FIELD-VERIFIED. DEVIATIONS ARE EXPECTED DUE TO RELOCATIONS OF

EXISTING MARKINGS AND CONDITION CHANGES.

HOLD BAR MARKING

REMOVAL (TYP)

RUNWAY CLOSURE

"X"

RUNWAY CLOSURE

"X"

G-03

HOLD BAR MARKING

REMOVAL, 100% (TYP)

HOLD BAR MARKING

REMOVAL (TYP)

THE DALLES-CALIFORNIA HWY (HWY 97)

CHILOQUIN BLVD

NORTH TAXIWAY

REFUGE

SOUTH TAXIWAY

REFUGE

EXISTING WINDCONE

RUNWAY OFA/OFZ

G-03

RUNWAY AND TAXIWAYS PAVEMENT MARKINGS

SHALL BE INSTALLED PRIOR TO OPENING

PAVEMENT MARKINGS REMOVAL

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

1 1,473 5,999

TOTALS 1,473 5,999

PROJECT TOTAL

(WHITE & YELLOW) 7,472

WEST APRON

TAXIWAY B

TAXIWAY B1

TAXIWAY A1TAXIWAY A

AutoCAD SHX Text R

AutoCAD SHX Text

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AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text N

MULTICORELINK:CONSTRUCTION SITE & SAFETY PHASING PLAN-C-03

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

C-02

CRACK SEAL AND PAVEMENT REPAIR PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \C

K R

R .d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBJECT FREE ZONE

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

CRACK SEAL WORK 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

STANDARD SEAL COAT. REMOVED PAVEMENT

MARKINGS 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. CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS

MINIMUM PRIOR TO CRACK REPAIR WORK.

5. PERFORM CRACK REPAIR PRIOR TO SURFACE

SEAL APPLICATION.

6. FOR CRACK SEALING DETAIL, REFER TO

7. FOR AC PATCHING - WIDE CRACK REPAIR DETAIL,

REFER TO

8. FOR AC PATCHING DETAIL, REFER TO

GENERAL NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.9.

PERFORM RADIO CHECK PRIOR TO ENTERING

AIRPORT.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE

CAUTION AROUND RUNWAY LIGHTS, TAXIWAY

LIGHTS, TAXIWAY REFLECTORS, AND CONNECTOR

SIGNS.

3. CONTRACTOR CHANGES TO PHASING PLAN

REQUIRES APPROVAL FROM THE ENGINEER.

C-04

CRACK SEALING

KEY NOTE # CRACK REPAIR (LF)

1 101 2 130 3 100 4 2,984 5 38

6 79

7 120

8 66

9 384

SUBTOTAL 4,002

AC PATCHING - WIDE CRACK REPAIR

KEY NOTE # CRACK REPAIR (LF)

1 40

2 76

3 183

4 2,110

5 31

6 15

7 50

8 34

9 189

TOTAL 2,728

THE DALLES-CALIFORNIA HWY (HWY 97)

CHILOQUIN BLVD

RUNWAY 17-35

C-04

NORTH TAXIWAY

REFUGE

SOUTH TAXIWAY

REFUGE

EXISTING WINDCONE

RUNWAY OFA/OFZ

AC PATCHING

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

1 7 7 49

TOTAL 49

C-04

WEST APRON

TAXIWAY B

TAXIWAY B1

TAXIWAY A1TAXIWAY A

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text N

MULTICORELINK:DETAILS-C-12

C-03

SURFACE SEAL PLAN

C-03

SURFACE SEAL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \S

U R

.d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBJECT FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE

AREA

STANDARD SURFACE

SEAL AREA

NOTES:

1. AIRPORT USES UNICOM RADIO FREQUENCY OF 122.9. PERFORM RADIO CHECK PRIOR TO ENTERING AIRPORT.

2. REMOVE EXISTING PAVEMENT MARKINGS PRIOR TO CRACK SEALING AS SHOWN ON DEMOLITION PLAN AND AS DESCRIBED IN THE SPECIFICATIONS. PERFORM ALL PAVEMENT REPAIR PRIOR TO SURFACE SEAL APPLICATION.

3. PROVIDE SURFACE PREPARATION FOR ALL AREAS TO RECEIVE STANDARD

SURFACE SEAL. SEE DETAIL FOR PAVEMENT EDGE CLEANING.

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

PLANS

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

REFLECTORS, CONNECTOR SIGNS, AND OTHER STRUCTURES.

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

7. OIL AND FUEL RESIDUE MAY BE PRESENT FROM AIRCRAFT OPERATIONS. CONTRACTOR SHALL TAKE ADDED CARE TO PERFORM SURFACE PREPARATION PRIOR TO SURFACE SEAL APPLICATION. SEE ITEM P-101 IN THE SPECIFICATIONS.

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. THE CONTRACTOR MAY BEGIN TESTING THE SKID RESISTANCE OF THE APPLIED STANDARD SEAL (P-608) AFTER IT HAS FULLY CURED, GENERALLY 8 TO 36 HOURS AFTER APPLICATION. THE RUNWAY MUST HAVE PASSING FRICTION TEST

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

STANDARD SEAL COAT

KEY NOTE # STANDARD SEAL COAT (SY)

WORK AREA #1

1 546

2 1,112

3 4,421

4 20,657

5 1,106

6 550

7 486

1,865

TOTAL 31,562

C-04

THE DALLES-CALIFORNIA HWY (HWY 97)

CHILOQUIN BLVD

RUNWAY 17-35

NORTH TAXIWAY

REFUGE

SOUTH TAXIWAY

REFUGE

WEST APRON

TAXIWAY B

TAXIWAY B1

TAXIWAY A1

EXISTING WINDCONE

RUNWAY OFA/OFZ

TAXIWAY A

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text

C-04

CRACK SEAL, AC PATCHING, AND SURFACE SEAL DETAILS

C-04

CRACK SEALING DETAIL

SCALE: NTS

NOTES:

1. VERIFY CRACK LOCATIONS AND QUANTITIES FOR CLEANING AND FILLING

WITH ENGINEER PRIOR TO WORK.

2. FOR UNSEALED CRACKS, ROUTE AND CLEAN CRACKS OF ALL DEBRIS AND

VEGETATION, THEN FILL WITH RUBBERIZED ASPHALT CRACK SEALANT.

SQUEEGEE USE IS NOT ALLOWED FOR UNSEALED CRACKS.

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

AND FILL WITH RUBBERIZED ASPHALT CRACK SEALANT. SQUEEGEE USE

IS ALLOWED FOR PREVIOUSLY SEALED CRACKS.

4. MORE THAN ONE LIFT OF SEALANT MAY BE NECESSARY TO MEET THE

REQUIREMENTS OF SPECIFICATION ITEMS P-101 AND P-605.

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \D

.d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

PAVEMENT EDGE CLEANING DETAIL

NO SCALE

1.5" EDGE EXPOSURE

REMOVE OVERGROWN

SOD, MOSS, SOIL, VEGETATION

AND THOROUGHLY CLEAN

PRIOR TO SEAL COAT

EXISTING

PAVEMENT

SECTION

FINISH GRADE

MATCH EXISTING

GRADE

C-04

EXISTING

BASE

ROTOMILL OR

SAWCUT

SEAL EDGE OF FINISHED PATCH

WITH CRACK SEAL MATERIAL (TYP.)

HMAC PAVEMENT

NOM. THKN. - 3" MIN OR MATCH EXISTING

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

GREATER. 92% COMPACTION PER ODOT

00744 CONSTRUCTION STANDARDS.

3/4" - 0" DENSE GRADED ODOT

AGGREGATE BASE COURSE, 2" MIN.

THICKNESS. COMPACT TO 100% ASTM

D-698 PER ODOT 00641

CONSTRUCTION STANDARDS.

SCALE: N.T.S.

AC PATCHING-WIDE CRACK REPAIR DETAIL 3

C-04

NOTES:

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

ENGINEER PRIOR TO CONSTRUCTION.

2. TACK ASPHALT FACES OF SAWCUTS. TACK COAT AND

RUBBERIZED ASPHALT CRACK SEALANT SHALL BE

INCIDENTAL TO OTHER APPLICABLE BID ITEMS. NO SEPARATE

MEASUREMENT OR PAYMENT WILL BE MADE.

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

PRIOR TO CONSTRUCTING NEW AGGREGATE BASE.

4. AGGREGATE BASE COMPACTION TO BE TESTED PER ODOT

SPECIFICATION 00641.44; ASPHALT CONCRETE COMPACTION

TO BE TESTED PER ODOT SPECIFICATION 00744.49.

PLAN

SECTION

REPAIR LIMITS

(SAWCUT LINE OR

ROTOMILLED EDGE)

PAVEMENT CRACKS WITH

WIDTH GREATER THAN 1 1/2"

24" WIDE

APPLY TACK (P-603) TO FACE

OF SAWCUT OR MILLED EDGE

(TYP.)

VARIES

24"

SCALE: N.T.S.

AC PATCHING DETAIL

EXISTING SUBGRADE

SAWCUT (TYP.) EXISTING PAVEMENT SECTION. DEPTHS OF

EXISTING A.C. AND BASE ROCK

AS NOTED ON THE PLANS.

SEAL EDGE OF FINISHED PATCH

WITH CRACK SEAL MATERIAL (TYP.)

HMAC PAVEMENT NOM. THKN. = 3" MIN OR MATCH

EXISTING (WHICHEVER IS GREATER)

COMPACTION = 92% MIN PER ODOT 00744

CONSTRUCTION STANDARDS.

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

MIN OR MATCH EXISTING (WHICHEVER IS GREATER)

COMPACTION = 100% OF ASTM D-698 PER ODOT 00641

CONSTRUCTION STANDARDS.

PLAN

SECTION

REPAIR LIMITS

(SAWCUT LINE)

APPLY TACK (P-603) TO FACE

OF SAWCUT EDGE (TYP.)

DISTANCE VARIES

N A

O W

N O

N P

SPAVEMENT PATCH

LIMITS

N A

O W

N O

N P

C-04

REMOVE EXISTING GEOTEXTILE FABRIC OR GEOGRID IF

WITHIN REPAIR LIMITS. PLACE NEW GEOTEXTILE FABRIC

OR GEOGRID ON TOP ON COMPACTED SUBGRADE.

FOR UNSEALED CRACKS:

ROUTE, CLEAN, AND SEAL

FOR PREVIOUSLY SEALED

CRACKS: HEAT, CLEAN, AND SEAL

AREA OF CRACKED/

DISTRESSED PAVEMENT

6" BENCH OF EXISTING

AGGREGATE

EXISTING

AGGREGATE BASE

6" BENCH OF EXISTING

AGGREGATE BASE

6" 6"

C-05

PAVEMENT MARKING OVERALL PLAN

C-05

PAVEMENT MARKING OVERALL PLAN

SCALE: 1"=150'

150 150 300

SCALE OF FEET

SCALE: 1"=150'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \P

G P

.d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBSTACLE FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

WORK AREA BOUNDARY

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

NOTES:

1. PROPOSED WORK AREA BOUNDARY ON THIS SHEET REFERS TO

PROPOSED CRACK SEAL AREAS AND STANDARD SEAL COAT AREAS.

SEE PLANS FOR DETAILS.

2. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING LOCATIONS.

3. APPLY FIRST COAT OF PAVEMENT MARKINGS AFTER STANDARD SEAL

COAT AND BEFORE OPENING AREAS TO TRAFFIC.

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

SPECIFICATIONS.

5. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT

WITH THE FOLLOWING COVERAGE:

· FIRST COAT: 30% OF SPECIFIED APPLICATION RATE WITHOUT GLASS

BEADS.

· SECOND/FINAL COAT: 100% OF SPECIFIED APPLICATION RATE WITH

GLASS BEADS.

SEE ITEM P-620 IN THE TECHNICAL SPECIFICATIONS.

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

7. CONTRACTOR TO MEET MARKING STANDARDS PER FAA AC

150/5340-1M STANDARDS FOR AIRPORT MARKINGS.

8. PROPOSED PAVEMENT MARKING QUANTITIES ARE BASED ON FIELD

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

BE FIELD-VERIFIED. DEVIATIONS ARE EXPECTED DUE TO

RELOCATIONS OF EXISTING MARKINGS AND CONDITION CHANGES.

SEE

SHEET

C-06

SEE

SHEET

C-07

SEE

SHEET

C-08

SEE

SHEET

C-10

SEE

SHEET

C-09

THE DALLES-CALIFORNIA HWY (HWY 97)

CHILOQUIN BLVD

RUNWAY 17-35

PAVEMENT MARKINGS

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

1 1,556 6,000

TOTALS 1,556 6,000

PROJECT TOTAL

(WHITE & YELLOW) 7,556

AutoCAD SHX Text

AutoCAD SHX Text N

MULTICORELINK:PAVEMENT MARKING PLAN-C-05

MULTICORELINK:PAVEMENT MARKING PLAN-C-06

MULTICORELINK:PAVEMENT MARKING PLAN-C-07

MULTICORELINK:PAVEMENT MARKING PLAN-C-09

MULTICORELINK:PAVEMENT MARKING PLAN-C-08

120.0'

80.0'

120.0'

80.0' 80.0'

120.0' 120.0'

80.0'40.0'

20.0' 10+00 15+00

'100.0'

C-06

PAVEMENT MARKING PLAN

C-06

PAVEMENT MARKING PLAN

SCALE: 1"=40' 40 40 80

SCALE OF FEET

SCALE: 1"=40'

RUNWAY 17-35

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

FEBRUARY 2026

OREGON DEPARTMENT OF AVIATION

CHILOQUIN STATE AIRPORT (2S7)

RUNWAY, TAXIWAY, AND APRON SURFACE SEAL

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

\P ro je ct s\

O re go n

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

- C hi lo qu in S ta te

R un w ay

, T ax iw ay

, a nd

A pr on S ur fa ce S ea l -

P ha se I

- D es ig n\

O R

G \P

G P

.d w g

AS NOTED40097.137.01

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

TDC

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. 3-41-0012-011-2025

BID SET

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11 , 2012

RYAN HA J IME HA LVORSO

ENGINEER

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

C H

C -0

ALL PAVEMENT MARKINGS FOR RUNWAY AND

TAXIWAYS SHALL BE INSTALLED PRIOR TO OPENING

RUNWAY 35 PAVEMENT

MARKINGS PER

RUNWAY CENTERLINE

PER

HOLD BAR MARKINGS

PER

C-11

C-12

C-11

RUNWAY OFA/OFZ

SOUTH TAXIWAY

REFUGE

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

OBSTACLE FREE ZONE

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

WORK AREA BOUNDARY

WHITE PAVEMENT MARKING

YELLOW PAVEMENT MARKING

NOTES:

1. PROPOSED WORK AREA BOUNDARY ON THIS SHEET REFERS TO PROPOSED CRACK SEAL AREAS AND STANDARD

SEAL COAT AREAS. SEE PLANS FOR DETAILS.

2. THE CONTRACTOR SHALL SURVEY PAVEMENT MARKING LOCATIONS.

3. APPLY FIRST COAT OF PAVEMENT MARKINGS AFTER STANDARD SEAL COAT AND BEFORE OPENING AREAS TO

TRAFFIC.

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

5. ALL PAVEMENT MARKINGS REQUIRE TWO APPLICATIONS OF PAINT WITH…

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File details come from the government source that posted it. Updated Mar 13, 2026.