S-10900-00016083 ATTACHMENT D - PLANS AND DRAWINGS.pdf

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT PROJECT

ATTACHMENT D – AWOS REPLACEMENT 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

APRIL 2026

This Page Left Intentionally Blank

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IF NOT ONE INCH ON

0" 1"

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BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

APRIL 2026

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

SHEET INDEX

SHEET NO DWG. NO SHEET TITLE

01 G-01 COVER SHEET

02 G-02 SITE PLAN AND SURVEY CONTROL

03 G-03 CONSTRUCTION SAFETY AND PHASING PLAN

04 G-04 CONSTRUCTION SAFETY NOTES AND DETAILS

05 C-01 DEMOLITION PLAN

06 C-02 DEMOLITION DETAILS

07 C-03 AWOS LAYOUT PLAN

08 E-01 AIRPORT OFFICE PLAN AND DETAILS

COVER SHEET

G-01

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

A.I.P. NO. 3-41-0092-017-2026

APRIL 2026

AWOS REPLACEMENT

SITE MAP

NTS

VICINITY MAP

NTS

PROJECT LOCATIONN

N

AutoCAD SHX Text J

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text J

AutoCAD SHX Text C

AutoCAD SHX Text E

RUNWAY 15 END

N:636445.2496

E: 9035560.4410

RUNWAY 33 END

N:631433.1717 E: 9036945.1990

0'

1000'

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

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

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\

- J os ep h

AW

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S R ep la ce m en t\C

AD

W O

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\S ite

P la n an d Su rv ey

C on tro l.d w g

AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

G-02

SITE PLAN AND SURVEY CONTROL

SCALE: 1"=250'

AIRPORT RD

AI

R

PO

R

T

LN

AI

R

PO

R

T

LN

JUNIPER RDR

U

SS

EL

L

LN

AIRPORT OFFICE

TWY A5 TWY A3 TWY A2

TAXIWAY A

TAXIWAY ATWY A4

TWY A1

TAXIWAY ATAXIWAY A

APRON A1APRON A2

RUNWAY OFZ AND OFA

RUNWAY 15-3312

0'

200' 240' 25

0'

WIND CONE AND

SEGMENTED CIRCLE

AWOS CRITICAL AREA

AWOS CRITICAL AREA

WORK AREA BOUNDARY

RECONSTRUCT

AWOS

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE-FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

N

250 250 500

SCALE OF FEET

SCALE: 1"=250'

N

GENERAL NOTES:

1. THE EXISTING CONDITIONS MAP IS BASED ON GIS.

2. THE COORDINATES SHOWN ARE BASED ON THE OREGON STATE PLANE NORTH ZONE (2269).

VERTICAL DATUM: NAVD88

3. CONTRACTOR'S ACCESS ROAD, HAUL ROADS, AND STAGING AREA SHALL BE MAINTAINED AT CONTRACTOR'S EXPENSE. ALL DISTURBED AREAS OUTSIDE CONTRACT GRADING LIMITS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER. IMPACTS TO THE AIRPORT'S GRASS SURFACES CAUSED BY CONSTRUCTION EQUIPMENT OR ACTIVITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO PROJECT ACCEPTANCE.

4. PROVIDE FOR AND MAINTAIN PUBLIC PARKING AND ACCESS TO EXISTING AIRPORT HANGARS AND BUILDINGS AT ALL TIMES.

5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN THROUGHOUT THIS SET OF DRAWINGS ARE APPROXIMATE AND HAVE

NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEIR REPRESENTATIVE.

6. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL 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. DAMAGES SHALL BE REPAIRED BY THE AFFECTED UTILITY AT THE

CONTRACTORS EXPENSE.

7. ALL PAVEMENT SURFACES SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL RESTORE DAMAGED PAVEMENT TO ORIGINAL OR BETTER CONDITION AT NO COST TO THE OWNER.

8. CONTRACTOR SHALL CONTROL DUST AND SMOKE RELATED TO CONSTRUCTION ACTIVITIES AT ALL TIMES.

SITE PLAN AND SURVEY CONTROL

G-02

AutoCAD SHX Text J

AutoCAD SHX Text C

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

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

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\

- J os ep h

AW

O

S R ep la ce m en t\C

AD

W O

R

KI

N G

\C on st ru ct io n Si te a nd S af et y Ph as in g Pl an .d w g

AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

G-03

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=100'

AIRPORT RD

AIRPORT LN

AIRPORT OFFICE

TAXIWAY A

TWY A1

APRON A1

APRON A2

RUNWAY 15-33

WORK AREA BOUNDARY

RECONSTRUCT

AWOS

LEGEND:

RUNWAY SAFETY AREA

OBSTACLE FREE ZONE

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

CONTRACTOR HAUL/ACCESS

ROUTE

LOW LEVEL BARRICADE

CONTRACTOR STAGING AREA

WORK AREA

N

100 100 200

SCALE OF FEET

SCALE: 1"=100'

N

WIND CONE AND

SEGMENTED CIRCLE

0.

0'

5.

0'

200.0' 240.0'

.0

71.6'

BARRICADE

WORK AREA

BARRICADE

WORK AREA

G-04

CONSTRUCTION

STAGING AREA

GENERAL PHASING NOTES:

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

2. CONTRACTOR TO SUBMIT THE CONSTRUCTION SCHEDULE FOR OWNER REVIEW. COORDINATE CLOSURES WITH THE AIRPORT AND

MAINTAIN AIRPORT OPERATION TO THE GREATEST EXTENT POSSIBLE.

3. TEMPORARY TRAFFIC CONTROL LOW LEVEL BARRICADES TO BE INSTALLED ON TAXIWAY A SOUTH OF TAXIWAY CONNECTOR A2 AND NORTH OF TAXIWAY A1 DURING ALL PERIODS OF CONSTRUCTION AND MANEUVERING FOR FUEL TANK ACCESS.

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

5. 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.

6. SEE CSPP FOR FULL SAFETY AND PHASING REQUIREMENTS.

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

8. CONTRACTOR TO COORDINATE WITH THE ENGINEER AND OWNER FOR COMPLETION AND SUBMITTAL OF FAA FORM 7460-1.

9. THE CONSTRUCTION WORK AREA MUST BE ACCESSED VIA TAXIWAY A BETWEEN APRON A1 AND TAXIWAY CONNECTOR A1, ALL OF WHICH WILL REMAIN OPEN FOR THE DURATION OF THIS PROJECT. THE CONTRACTOR MUST CALL OUT PRESENCE ON ANY OPEN TAXIWAYS AND

USE CAUTION WHILE TRAVELING ON ANY AND ALL AREAS OPEN TO AIR TRAFFIC.

.0

CONSTRUCTION SAFETY AND PHASING PLAN

G-03

G-04

SECURITY GATE

ENTRANCE

TWY A2

270.7'

EXISTING GATE

EXISTING ELECTRICAL

BUILDING

AutoCAD SHX Text J

AutoCAD SHX Text C

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

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

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\

- J os ep h

AW

O

S R ep la ce m en t\C

AD

W O

R

KI

N G

\C on st ru ct io n Si te a nd S af et y Ph as in g Pl an .d w g

AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

WORK SCHEDULE NOTES:

1. FOR COMMENCEMENT OF MATERIAL, PRODUCT AND EQUIPMENT

SUBMITTALS PROCESS, PRODUCTION AND/OR PROCUREMENT OF

MATERIALS AND LONG LEAD-TIME ITEMS FOR CONSTRUCTION:

THE WORK SHALL BE COMPLETE PRIOR TO THE NTP DATE FOR

CONSTRUCTION OF ITEMS RELATED TO THE AWOS

RECONSTRUCTION. IF WORK IS NOT COMPLETE WITHIN THE

PERIOD ALLOWED, LIQUIDATED DAMAGES WILL BE ASSESSED.

2. THE WORK SHALL BE COMPLETED IN A SINGLE PHASE WITHIN 45

CONTINUOUS CALENDAR DAYS OF OWNERS WRITTEN NTP.

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. LIMIT EQUIPMENT HEIGHT TO 12 FEET UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

3. LIMIT STOCK PILES TO 12 FEET IN HEIGHT AND AT LEAST 125

FEET FROM RUNWAY CENTERLINE.

4. IN THE EVENT OF AN EMERGENCY, MOVE ALL EQUIPMENT

AND PERSONNEL TO THE CONTRACTOR'S STAGING AREA

UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

5. 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.

6. WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL

HAVE AN AIRPORT RADIO CAPABLE OF MONITORING THE

AIRPORT UNICOM FREQUENCY (122.80 MHz).

RADIO TRAININGS ARE REQUIRED FOR STAFF ASSIGNED TO

MONITOR THE RADIO.

7. FOR ADDITIONAL REQUIREMENTS, REFER TO SECTION 01300,

AIRPORT SAFETY, IN THE TECHNICAL SPECIFICATIONS.

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. CONTRACTOR SHALL PREVENT WILDLIFE ATTRACTANTS PER

FAA 150/5200-33C HAZARDOUS WILDLIFE ATTRACTANTS ON

OR NEAR AIRPORTS.

11. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

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, OPEN TRENCHES,

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. 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 AT THE END OF EACH DAY.

3. SAFETY AREA LIMITS

RUNWAY 15-33 - 60 FEET FROM ; 240 FEET FROM RUNWAY END/THRESHOLD

TAXIWAY - 24.5 FEET FROM

4. 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 220 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.

5. OBJECT FREE AREA LIMITS

RUNWAY 15-33 - 125 FEET FROM

TAXIWAYS - 44.5 FEET FROM

6. 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

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

INSTALL BATTERY OR SOLAR POWERED

RED LENS STANDARD BARRICADE LIGHT

8'-0"

10"

ELEVATION - FRONT

FILL WITH WATER

OR SAND

ORANGE BODY

SELF-CONNECTING

PINS

NOTES:

1. BARRICADES SHALL MEET THE REQUIREMENTS OF SECTION 2.20.2, FIGURE 2-8. AND FIGURE 2-9 OF AC

150/5370-2G OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

2. PLACE BARRICADE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, FILLING, EMPTYING, MOVING, MAINTAINING AND PROTECTING BARRICADES THROUGHOUT

THE DURATION OF THE PROJECT.

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

5. BARRICADES SHALL BE NOT FARTHER THAN 10' APART.

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

ENGINEER.

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

OR PROP WASH.

SCALE: N.T.S.

G-04

LOW LEVEL BARRICADE DETAIL

VARIES 6'-0"

ELEVATION - SIDE

CONSTRUCTION SAFETY NOTES AND DETAILS

G-04

CL

CL

100'

50'

.6

.7

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

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

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\

- J os ep h

AW

O

S R ep la ce m en t\C

AD

W O

R

KI

N G

\D em ol iti on P la n.

dw g

AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

C-01

DEMOLITION PLAN

SCALE: 1"=30'

LEGEND:

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

EXISTING FENCE

EXISTING ELECTRICAL

CONDUITS (APPROXIMATE)

CONTRACTOR HAUL ROUTE

CONTRACTOR STAGING AREA

WORK AREA

N

30 30 60

SCALE OF FEET

SCALE: 1"=30'

N

DEMOLITION PLAN

C-01

TAXIWAY A

EXISTING AIRPORT FENCE

WORK AREA BOUNDARY

WINDCONE AND SEGMENTED CIRCLE

TWY A2

TAXIWAY A

NOTES:

1. EXISTING ELECTRICAL CONDUITS SHOW FROM ELECTRICAL

VAULT TO EXISTING AWOS EQUIPMENT IS APPROXIMATE.

CONTRACTOR TO FIELD VERIFY CONDUITS AND PROTECT

DURING AWOS FOUNDATION REMOVAL.

2. CONTRACTOR TO PROTECT EXISTING AWOS SYSTEM

FOUNDATION AND TOWER THROUGHOUT CONSTRUCTION. NO

GROUND DISTURBANCE ALLOWED UNDER THIS PROJECT.

DEMOLITION CONSTRUCTION KEYED NOTES:

PROTECT EXISTING ELECTRICAL POWER CONDUITS TO CONNECT

NEW AWOS SYSTEM.

EXISTING AWOS EQUIPMENT TO BE REMOVED AND DISPOSED

OFF-SITE. PROTECT EXISTING EQUIPMENT FOUNDATION IN PLACE.

SEE DETAILS

PROTECT EXISTING SECURITY FENCE IN PLACE.

REMOVE EXISTING AWOS SENSORS FROM BEACON AND AWOS

TOWER. PROTECT EXISTING BEACON AND AWOS TOWER IN PLACE.

EXISTING POWER JUNCTION BOX VAULT. PROTECT EXISTING VAULT

IN PLACE. SEE DETAILS

EXISTING AWOS THUNDER SENSOR TO BE REMOVED AND DISPOSED

OFF-SITE. PROTECT EXISTING FOUNDATION IN PLACE. SEE DETAILS

EXISTING COMMUNICATIONS AND WIRELESS STAND. PROTECT

EXISTING STAND IN PLACE.

EXISTING SECURITY GATE TO BE PROTECTED IN PLACE. SEE DETAIL

34'

7-FOOT AIRPORT

FENCE

16-FOOT DOUBLE

GATE

BEACON

TOWER FOUNDATION

6" AGGREGATE

BASE COURSE

(3/4"-0)

8' (TYP)

AWOS EQUIPMENT

BEACON TOWER

THUNDERSTORM

SENSOR

AWOS

POWER AND

TELEPHONE

BEACON TOWER POWER

LADDER LOCATION

PER MFR

9'

9'

L-867 BASE CAN

C-01

AWOS/BEACON AS-BUILT PLAN

SCALE: 1"=10' C-02

C-02

C-02

C-02

C-02

C-02

C-02

EXISTING WIRELESS

COMMUNICATIONS

STAND

C-02

C-02

C-02

C-02

C-02

AutoCAD SHX Text J

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text P

P

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

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

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\

- J os ep h

AW

O

S R ep la ce m en t\C

AD

W O

R

KI

N G

\D em ol iti on P la n.

dw g

AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

C-02

AWOS TOWER AND EQUIPMENT - FACING NORTHEAST

NO SCALE

DEMOLITION DETAILS

C-02

C-02

AWOS TOWER - FACING NORTHEAST

NO SCALE

C-02

AWOS EQUIPMENT - FACING SOUTH

NO SCALE

C-02

AWOS EQUIPMENT - FACING SOUTHEAST

NO SCALE

C-02

AWOS EQUIPMENT THUNDERSTORM SENSOR

NO SCALE 6

C-02

ELECTRICAL EQUIPMENT POWER BOX &

COMMUNICATIONS STAND

NO SCALE

C-02

AWOS TOWER AND EQUIPMENT - FACING NORTH

NO SCALE

C-02

AWOS EQUIPMENT AREA AND ENTRY

GATE - FACING NORTH

NO SCALE

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

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

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\

- J os ep h

AW

O

S R ep la ce m en t\C

AD

W O

R

KI

N G

\A W

O S

La yo ut P la n.

dw g

AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

C-03

AWOS LAYOUT PLAN

SCALE: 1"=10'

LEGEND:

EXISTING ELECTRICAL CONDUIT

EXISTING FENCE

AGGREGATE BASE FOR DISTURBED

AREAS

POWER VAULT

AWOS TOWER

AWOS RACKING

N

10 10 20

SCALE OF FEET

SCALE: 1"=10'

N

AWOS LAYOUT PLAN

C-03

C-03

EXISTING AWOS THUNDER

SENSOR EQUIPMENT TO BE

REMOVED

INSTALL NEW AWOS AND

ASSOCIATED EQUIPMENT ON

EXISTING FOUNDATIONS AND

TOWER

C-03

APPROX. COORDINATES OF EXISTING

BEACON AND AWOS TOWER

N: 632501.20 E: 9036287.80

TOWER AND FOUNDATION TO REMAIN

IN PLACE.

C-03

AWOS TYPICAL SECTION

NO SCALE

C-03

AWOS LAYOUT DETAIL

NO SCALE

C-03

NOTES:

1. ALL ELECTRICAL ENCLOSURES SHALL BE CONSTRUCTED

FROM 316 STAINLESS STEEL.

2" 2"

CONNECT TO EXISTING

ELECTRICAL CONDUIT

POWER FOR AWOS

TOWER AND AWOS

EQUIPMENT

RACK/SENSOR.

EXISTING GRADE SURFACE TO

REMAIN IN PLACE. PERFORM

SURFACE RESTORATION TO

PRE-CONSTRUCTION CONDITIONS

EXISTING ELECTRICAL CONDUIT POWER

FOR AWOS TOWER AND AWOS

EQUIPMENT RACK/SENSOR TO REMAIN IN

PLACE

AWOS EQUIPMENT SHOWN

SCHEMATICALLY. SUBMIT

SHOP DRAWINGS FOR

APPROVAL.

DUAL OBSTRUCTION LIGHTS (L-810)

PROTECT EXISTING

FOUNDATIONS

MOUNT DUAL OBSTRUCTION

LIGHTS ON EXISTING AWOS

TOWER. SUBMIT SHOP

DRAWINGS FOR APPROVAL.

RESTORE AGGREGATE BASE

TO PRE-CONSTRUCTION

CONDITION

EXISTING ELECTRICAL CONDUIT TO

REMAIN IN PLACE, REWIRE AS

NEEDED FOR NEW EQUIPMENT

AWOS EQUIPMENT, SUBMIT SHOP

DRAWINGS FOR APPROVAL.

EXISTING SECURITY FENCE

TO REMAIN IN PLACE

EXISTING JUNCTION BOX

TO BE PROTECTED IN

PLACE

EXISTING ELECTRICAL

EQUIPMENT TO

REMAIN IN PLACE

GENERAL NOTES:

1. CONTRACTOR TO PROTECT EXISTING AWOS SYSTEM

FOUNDATIONS AND TOWER THROUGHOUT CONSTRUCTION.

NO GROUND DISTURBANCE ALLOWED UNDER THIS PROJECT.

EXISTING FOUNDATION TO

REMAIN IN PLACE.

EXISTING L-810

OBSTRUCTION

LIGHT (TYP)

EXISTING ROTATING

BEACON

MOUNTING

PLATFORM

EXISTING GRS, 2-#10, 1-#10 G,

SECURE TO TOWER

EXISTING BEACON

TOWER FOUNDATION

TO REMAIN IN PLACE

EXISTING GROUND ROD SYSTEM (FOUR

3/4" X 10' COPPER CLAD STEEL GROUND

RODS, EQUALLY SPACED ON 5' RADIUS

CIRCLE, BARE #6 CU BETWEEN RODS 12"

BELOW FINISHED GRADE, THREE #6 CU

PIGTAILS TO TOWER BASE)

TO ELECTRICAL

SOURCE

AWOS, CROSS ARM, AND

WIND SENSOR, TO BE

MOUNTED ABOVE TOP

OF ROTATING BEACON

EXISTING LIGHTING

PROTECTION

ROD

PANEL

BOARD

EXISTING L-867

JUNCTION BASE CAN

C-03

BEACON TOWER DETAIL

NO SCALE

INSTALL NEW AWOS THUNDER

SENSOR EQUIPMENT ON

EXISTING FOUNDATION

AutoCAD SHX Text J

AutoCAD SHX Text C

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

OREGON DEPARTMENT OF AVIATION

JOSEPH STATE AIRPORT (JSY)

AWOS REPLACEMENT

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\

- J os ep h

AW

O

S R ep la ce m en t\C

AD

W O

R

KI

N G

\A irp or t O ffi ce

P la n an d La yo ut

.d w g

AS NOTED40097.144.01

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

ALB

RHH

THIS PLAN SHEET IS INTENDED TO BE VIEWED

IN COLOR. THE FOLLOWING COLORS SHOULD

BE DISTINGUISHABLE WHEN PRINTED

CORRECTLY:

RED BLUE

AIP NO. 3-41-0092-017-2026

78906PE

OREGON

EXPIRES: 6/30/27

SEPT 11, 2012

RYAN HA JIME HA LVORSO

N

ENGINEER

RE

GIS

TERED PROFESSIONAL

DIGITALLY SIGNED

ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

AIRPORT OFFICE PLAN AND DETAILS

E-01

E-01

AWOS ONE-LINE DIAGRAM

NO SCALE 3

E-01

AIRPORT OFFICE

NO SCALE

N

EXISTING AWOS EQUIPMENT

(TO BE REMOVED AND

REPLACED) WITH NEW ADAS

PROCESSING STATION

BATHROOM

MEETING AREA

CLOSET

E-01

PANEL DIAGRAM

NO SCALE

AutoCAD SHX Text

WEATHERHEAD

AutoCAD SHX Text

METER

AutoCAD SHX Text

PANEL

AutoCAD SHX Text

'LA'

AutoCAD SHX Text (E)

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SPLICE / PULL BOX NEAR ELECTRICAL BUILDING

AutoCAD SHX Text ~1600'

AutoCAD SHX Text 20/1

AutoCAD SHX Text 40/2

AutoCAD SHX Text

NON-AUTO

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text 15/1

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text

SPLICE / PULL BOX NEAR AWOS

AutoCAD SHX Text

1"C W/ (3) #8 THW (1) #10 THW, GND

AutoCAD SHX Text

1"C W/ (3) #8 THW (1) #10 THW, GND

AutoCAD SHX Text

AutoCAD SHX Text

240/120V, 1PH, 60A, 12-CKT NEMA 3R LOAD CENTER

AutoCAD SHX Text

DATA

AutoCAD SHX Text

COLLECT

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

(AWOS)

AutoCAD SHX Text

PRECIP

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text

CEILOMETER

AutoCAD SHX Text

(CLOUD

AutoCAD SHX Text

HEIGHT)

AutoCAD SHX Text

SENSOR

AutoCAD SHX Text

TOWER OBSTRUCTION LIGHTS

AutoCAD SHX Text

PAD REBAR

AutoCAD SHX Text

AWOS GROUND RING. SEE "AWOS GROUNDING DETAIL" ON SHEET E-3.

AutoCAD SHX Text

2 AWG BARE CU

AutoCAD SHX Text

LIGHTNING

AutoCAD SHX Text

SENSOR

AutoCAD SHX Text

SP

AutoCAD SHX Text

PANEL:

AutoCAD SHX Text

CKT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LA (EXISTING)

AutoCAD SHX Text

FEEDER: SEE POWER RISER

AutoCAD SHX Text

CIRCUIT DESCRIPTION

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

AutoCAD SHX Text

REGULATOR

AutoCAD SHX Text

AutoCAD SHX Text

BEACON/WINDCONE

AutoCAD SHX Text

AutoCAD SHX Text

LIGHTS

AutoCAD SHX Text

EXHAUST FAN

AutoCAD SHX Text

RECEPTACLES

AutoCAD SHX Text

LOAD PER PHASE (VA)

AutoCAD SHX Text

LOAD PER PHASE (AMPS)

AutoCAD SHX Text

TOTAL LOAD (KVA)

AutoCAD SHX Text

SPARE CAPACITY

AutoCAD SHX Text

MAIN BRKR:

AutoCAD SHX Text

CKT BREAKER

AutoCAD SHX Text

POLES/AMPS

AutoCAD SHX Text 2-100

AutoCAD SHX Text

AutoCAD SHX Text 2-40

AutoCAD SHX Text

AutoCAD SHX Text 2-30

AutoCAD SHX Text

AutoCAD SHX Text 1-20

AutoCAD SHX Text 1-20

AutoCAD SHX Text 1-20

AutoCAD SHX Text

CONNECTED LOAD

AutoCAD SHX Text A=

AutoCAD SHX Text B=

AutoCAD SHX Text A=

AutoCAD SHX Text B=

AutoCAD SHX Text 10.00%

AutoCAD SHX Text

LOAD

AutoCAD SHX Text Type

AutoCAD SHX Text

BUS:

AutoCAD SHX Text

SEE BELOW

AutoCAD SHX Text Volt-Amps

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 83.08

AutoCAD SHX Text 80.42

AutoCAD SHX Text 19.62

AutoCAD SHX Text 1.96

AutoCAD SHX Text 100A

AutoCAD SHX Text

PHASE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text A=

AutoCAD SHX Text B=

AutoCAD SHX Text A=

AutoCAD SHX Text B=

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LOAD

AutoCAD SHX Text Volt-Amps

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TOTAL LOAD

AutoCAD SHX Text 10951

AutoCAD SHX Text 10631

AutoCAD SHX Text 91.26

AutoCAD SHX Text 88.59

AutoCAD SHX Text 21.58

AutoCAD SHX Text 05-Aug-10

AutoCAD SHX Text Type

AutoCAD SHX Text

VOLTAGE:

AutoCAD SHX Text

MOUNTING:

AutoCAD SHX Text

CKT BREAKER

AutoCAD SHX Text

POLES/AMPS

AutoCAD SHX Text 1-20

AutoCAD SHX Text 1-20

AutoCAD SHX Text 2-20

AutoCAD SHX Text

AutoCAD SHX Text 2-20

AutoCAD SHX Text

AutoCAD SHX Text 2-40

AutoCAD SHX Text

AutoCAD SHX Text 1-20

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text

120/240V, 1PH, 3 WIRE

AutoCAD SHX Text

(SURFACE)

AutoCAD SHX Text

CIRCUIT DESCRIPTION

AutoCAD SHX Text

PHOTOCELL/RADIO (CONTROL)

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

PAPI/REIL SYSTEMS

AutoCAD SHX Text

AutoCAD SHX Text

HEATER

AutoCAD SHX Text

AutoCAD SHX Text

AWOS SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

.......NOTES

AutoCAD SHX Text

BOLD INDICATES NEW ITEMS.

AutoCAD SHX Text

ALL EXISTING LOADS SHOWN ARE

AutoCAD SHX Text

APPROXIMATE.

AutoCAD SHX Text

CKT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text