Att D - PLANS AND DRAWINGS S-10900-00016084.pdf

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

INDEPENDENCE STATE AIRPORT (7S5)

PAPI REPLACEMENT

ATTACHMENT D – PAPI 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

OREGON DEPARTMENT OF

AVIATION

INDEPENDENCE STATE AIRPORT (7S5)

PAPI REPLACEMENT

A.I.P NO. 3-41-0027-012-2026

APRIL 2026

SITE MAP

NO SCALE

VICINITY MAP

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SHEET INDEX

SHEET NO DWG NO SHEET TITLE

1 G-1 COVER SHEET

2 G-2 SITE & SURVEY CONTROL PLAN

3 G-3 CONSTRUCTION SAFETY AND PHASING PLAN

4 G-4 SITE SAFETY NOTES AND DETALS

5 EC-1 EROSION CONTROL PLAN

6 C-1 DEMOLITION PLAN

7 E-1 RW 16 PAPI PLANS AND DETAILS

8 E-2 RW 34 PAPI PLANS AND DETAILS

9 E-3 PAPI DETAILS

G-1

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:

APRIL 2026

OREGON DEPARTMENT OF AVIATION

INDEPENDENCE PAPI REPLACEMENT

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

AutoCAD SHX Text N

AutoCAD SHX Text N

PAPI

PAPI

PAPI

PAPI

PAPI

PAPI

PAPI

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

INDEPENDENCE PAPI 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\

- I nd ep en de nc e

PA

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R ep la ce m en t\C

AD

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AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

G-2

SITE & SURVEY CONTROL PLAN

SCALE: 1"=120'

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

EXISTING PAVEMENT EDGE

EXISTING RUNWAY EDGE LIGHT

EXISTING TAXIWAY EDGE LIGHT

EXISTING SIGN

EXISTING PAPI

CONTROL POINT

SURVEY NOTES:

1. TOPOGRAPHIC SURVEY IS PROVIDED FROM GIS.

2. THE COORDINATES SHOWN ARE BASED ON THE OREGON STATE PLAN NORTH 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.

4. FOR ACCESS TO THE SURVEY CONTROL POINTS THAT ARE LOCATED OUTSIDE OF THE CONSTRUCTION AREA, CONTRACTOR/SURVEYOR SHALL COORDINATE AND RECEIVE APPROVAL FROM THE AIRPORT BEFORE ENTRY INTO

THIS AREA.

5. REFERENCE AC 150/5340-30J FOR DESIGN AND INSTALLATION DETAILS FOR AIRPORT VISUAL AIDS.

G-2

SITE & SURVEY CONTROL PLAN

RUNWAY 16-34

TW

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A2

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A1TAXIWAY A

120 120 240

SCALE OF FEET

SCALE: 1"=120'

N: 450,894.27 E: 7,502,570.83

ELEV: 179.33'

CONTROL POINT

N: 449,353.33 E: 7,502,499.66

ELEV: 179.66'

CONTROL POINT

N: 447,784.21 E: 7,502,457.19

ELEV: 178.97'

CONTROL POINT

G O

LF

T

AX

IW

AY

APRON

C

ES

SN

A

ST

ST

EA

R M

AN

S

T. AIRPORT RD.

HOFFMAN RD.

FOXTROT TAXIWAY

120'

250'

44.5'

HELI-PAD

EXISTING

JET-A FUEL

EXISTING

100 LL FUEL

SK

YR

AI

D

ER

D

R

C O

R

SA

IR

D

R

SECURITY GATE

LIGHTED

WINDSOCK

PAPI

SK

YL

AN

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TA

XI

W

AY

60'

N: 450,843.04 E: 7,502,737.45

ELEV: 179.1'

RUNWAY ENDPOINT

N: 447,702.81 E: 7,502,637.90

ELEV: 176.82'

RUNWAY ENDPOINT

PAPI

PAPI

PAPI

PAPI

PAPI

PAPI

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

INDEPENDENCE PAPI REPLACEMENT

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Y:

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AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

G-3

CONSTRUCTION SAFETY AND PHASING PLAN

SCALE: 1"=120'

SITE AND SAFETY NOTES:

1. THE CONTRACTOR SHALL REFER TO THE CONSTRUCTION SAFETY AND PHASING PLAN

(CSPP) AND SECTION 01160 "GENERAL REQUIREMENTS" AND SECTION 01300 "AIRPORT

SAFETY" IN THE CONTRACT DOCUMENTS FOR SPECIFIC CONSTRUCTION AND SAFETY

REQUIREMENTS. THE CONTRACTOR SHALL IMPLEMENT SPCD IN ACCORDANCE WITH

SECTION 01300 OF THE SPECIFICATIONS.

2. CONTRACTOR'S ACCESS ROAD, HAUL ROADS, AND STAGING AREA SHALL BE

CONSTRUCTED AND MAINTAINED AT CONTRACTOR'S EXPENSE. ALL DISTURBED OR

DAMAGED AREAS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

3. PROTECT ALL PAVEMENT SURFACES FROM DAMAGE DUE TO CONSTRUCTION ACTIVITY.

RESTORE DAMAGED PAVEMENT TO ORIGINAL OR BETTER CONDITION AT NO COST TO

THE OWNER.

4. PROVIDE FOR AND MAINTAIN PUBLIC PARKING AND ACCESS TO EXISTING AIRPORT

HANGARS AND BUILDINGS AT ALL TIMES.

5. THE CONTRACTOR SHALL AT ALL TIMES YIELD TO AIRCRAFT AND EMERGENCY VEHICLES

WHEN TRAVELING TO/FROM THE WORK AREAS ACROSS AN ACTIVE TAXIWAY SURFACE.

6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN THROUGHOUT THIS SET

OF DRAWINGS ARE SHOWN AS APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY

VERIFIED. 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 CONTRACTOR'S FAILURE

TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES AND

SURVEY MARKERS.

7. CONTRACTOR SHALL AVOID TRAVELING OUTSIDE OF WORK AREA BOUNDARIES UNLESS

APPROVED BY THE ENGINEER.

8. CONTRACTOR SHALL CONTROL DUST AND SMOKE RELATED TO CONSTRUCTION

ACTIVITIES AT ALL TIMES.

9. CONTRACTOR TO PROVIDE PORTABLE RESTROOM FACILITIES FOR CONSTRUCTION.

10. CONTRACTOR SHALL PROVIDE ADDITIONAL LOCKS AS REQUIRED AT ENTRANCE GATES

DURING CONSTRUCTION.

11. SEE CSPP FOR FULL SAFETY AND PHASING REQUIREMENTS.

12. 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.

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

SPECIFICATIONS.

14. CONTRACTOR TO COORDINATE WITH THE ENGINEER AND OWNER FOR COMPLETION

AND SUBMITTAL OF FAA FORM 7460-1.

15. INDEPENDENCE STATE AIRPORT IS OCCUPIED BY STREAKED HORN LARKS. BREEDING

SEASON BEGINS IN MID-APRIL AND ENDS MID-AUGUST. CONSTRUCTION IS SCHEDULED

NO SOONER THAN SEPTEMBER 1ST TO MINIMIZE DISTURBANCE.

G-4

PHASING NOTES:

1. THE CONTRACTOR SHALL HAVE 6 DAYS TO

SUBSTANTIALLY COMPLETE THE WORK IN ALL

WORK AREAS AND 6 DAYS TO FULLY COMPLETE

THE PROJECT.

2. ALL WORK IN THE WORK AREAS WILL BE

COMPLETED IN ONE PHASE.

3. WORK AREA #1 WILL REQUIRE A RUNWAY

CLOSURE.

4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER

45 DAYS BEFORE THE START OF WORK WHICH WILL

REQUIRE A RUNWAY CLOSURE.

WORK ITEM SUMMARY:

1. NOTAM RUNWAY CLOSED 72 HOURS BEFORE

RUNWAY CLOSURE.

2. PLACE TEMPORARY X'S ON THE RUNWAY.

3. PLACE LOW PROFILE BARRICADES.

4. INSTALL EROSION CONTROL MEASURES.

WA #1 - PAPIs

A. TURN OFF PAPI ELECTRICAL

B. REMOVE EXISTING PAPI FIXTURES.

C. INSTALL NEW PAPI FIXTURES.

D. TEST AND AIM PAPIS

E. FOD CLEANUP

G-3

CONSTRUCTION SAFETY AND PHASING PLAN

120 120 240

SCALE OF FEET

SCALE: 1"=120'

G-4

G-4

G-4

RUNWAY 16-34

TW

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APRON

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T.

FOXTROT TAXIWAY

AIRPORT RD.

RUNWAY

CLOSURE X

BARRICADE

WA #1

BARRICADE

WA #1

CONSTRUCTION

HAUL ROUTE

CONTRACTOR

STAGING AREA

LOW LEVEL

BARRICADE

G-4

SECURITY GATE

250'

44.5'

HOFFMAN RD.

SK

YR

AI

D

ER

D

R

C O

R

SA

IR

D

R

HELI-PAD

EXISTING

JET-A FUEL

EXISTING

100 LL FUEL

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

EXISTING PAVEMENT EDGE

EXISTING RUNWAY EDGE LIGHT

EXISTING TAXIWAY EDGE LIGHT

EXISTING SIGN

EXISTING PAPI

LOW LEVEL BARRICADES

PER

CONSTRUCTION HAUL ROUTE

CONTRACTOR STAGING AREA

WORK AREA BOUNDARY

G-4

RUNWAY

CLOSURE X

G-4

LIGHTED

WINDSOCK

PAPI

BARRICADE

WA #1

G-4

BARRICADE

WA #1

120'

60'

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

INDEPENDENCE PAPI 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\

- I nd ep en de nc e

PA

PI

R ep la ce m en t\C

AD

W O

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N G

\S

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FE

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N .d w g

AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

GENERAL WORK AREA NOTES:

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

ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY PROCEDURES

WHEN MOVING EQUIPMENT OR PERSONNEL. NO PERSONAL VEHICLES SHALL BE

ALLOWED OUTSIDE OF THE STAGING AREA. THE AIRPORT MAY IMMEDIATELY REMOVE

ANY PERSONNEL AND EQUIPMENT FROM THE SITE IN VIOLATION OF AIRPORT SAFETY

AND SECURITY PROCEDURES.

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

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 125 FEET

OF THE RUNWAY 16-34 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. CONTRACTOR SHALL PROVIDE AND CONTINUOUSLY MONITOR A TWO-WAY

UNICOM/CTAF RADIO AT ALL TIMES. UNICOM FREQUENCY FOR INDEPENDENCE AIR

TRAFFIC IS 122.975 MHZ.

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

COMPLETION OF EACH WORK SHIFT.

13. PLACE CLOSURE CROSSES (X's) OVER RUNWAY NUMERALS DURING RUNWAY

CLOSURES AS DIRECTED BY THE ENGINEER. SEE SECTION 01300 OF THE TECHNICAL

SPECIFICATIONS.

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

SIGNS AS DIRECTED BY THE AIRPORT TO PREVENT AIRCRAFT FROM TAXIING TOWARDS

CLOSED WORK AREAS. ALL AIRPORT LIGHTING SHALL BE DISENGAGED DURING A

RUNWAY CLOSURE.

15. RUNWAY CLOSURES WILL REQUIRE THE SHUTDOWN OF AIRPORT PAPIS, THRESHOLD,

AND MIRLS. AIRPORT SPONSOR TO SUBMIT RUNWAY CLOSURE STRATEGIC EVENT

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

START DATE.

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

17. ENGINEERING CONSULTANT POINT-OF-CONTACT:

RYAN HALVORSON, PE

503-419-2130

18. THE CONTRACTOR SHALL KEEP POWER BROOMS AND WATER TRUCKS ON SITE AT ALL

TIMES DURING WORKING AND NON-WORKING HOURS AND SHALL MAINTAIN THE SITES

FREE FROM DUST AND OBJECTIONABLE DEBRIS. ALL HAUL ROUTE PAVEMENT

SURFACES SHALL BE THOROUGHLY CLEAN AT ALL TIMES.

19. THE CONTRACTOR SHALL PREVENT FOREIGN OBJECT DEBRIS (FOD) IN ACTIVE

AIRCRAFT MOVEMENT AREAS AND SHALL CONTROL CONSTRUCTION AREA GENERATED

DUST ON A 24 HOUR BASIS.

20. ALL CONSTRUCTION VEHICLES OR EQUIPMENT OPERATING IN THE AOA SHALL BE

EQUIPPED WITH YELLOW FLASHING BEACON AND OR 3'X3' CHECKERED FLAG.

21. CONTRACTOR SHALL PREVENT WILDLIFE ATTRACTANTS PER FAA 150/5200-33C,

HAZARDOUS WILDLIFE ATTRACTANTS ON OR NEAR AIRPORTS.

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 16-34 - 60' FROM ; 240' FROM THRESHOLD

TAXIWAYS - 44.5' FROM

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

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

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

CENTERLINE. NO WORK MAY OCCUR IN TAXIWAY OBJECT FREE 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 LIMITS:

RUNWAY 16-34 - 125' FROM

TAXIWAYS - 44.5' FROM

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

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

WORK SCHEDULE AND PHASING NOTES:

1. ALL WORK SHALL BE COMPLETED WITHIN 6 CONTINUOUS CALENDAR DAYS OF

CONTRACT NOTICE TO PROCEED. WORK WITHIN THE 6 CONTINUOUS CALENDAR

DAY PERIOD SHALL BE COMPLETED IN ONE PHASE, WHICH REQUIRES A RUNWAY

CLOSURE. FOR MORE INFORMATION, SEE DRAWING G-3.

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

THE CONVENIENCE OF THE OWNER.

C L C L

C L C L

G-4

SITE SAFETY NOTES AND DETALS

ORANGE / WHITE STRIPE

HIGH REFLECTIVE SHEETING

INSTALL BATTERY OR SOLAR POWERED

RED LENS STANDARD BARRICADE LIGHT

8'-0"

10"

ELEVATION

FILL WITH WATER

OR SAND

ORANGE BODY

SELF-CONNECTING

PINS

NOTES:

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

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

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

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

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

BARRICADES THROUGHOUT THE DURATION OF THE PROJECT.

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

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

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

THE ENGINEER.

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

WINDS OR PROP WASH.

SCALE: N.T.S.

G-04

LOW LEVEL BARRICADE DETAIL

VARIES 6'-0"

YELLOW

RUNWAY

LC

(TYP)

(TYP)

NOTES:

1. RUNWAY CLOSURE CROSSES SHALL BE PROVIDED, INSTALLED,

MAINTAINED, AND REMOVED BY THE CONTRACTOR.

2. PLACE CLOSING "X" DIRECTLY ON TOP OF THE RUNWAY

NUMERALS ON BOTH ENDS OF THE RUNWAY.

3. THE CROSSES SHALL BE SECURED WITH WEIGHTED MATERIALS

LESS THAN 3 INCHES IN HEIGHT. SANDBAGS OR EQUIVALENT

ARE NOT ALLOWED.

4. SEE FIGURE 2-3 OF FAA AC 15-5370-2G, OPERATIONAL SAFETY

ON AIRPORTS DURING CONSTRUCTION FOR MARKINGS OF A

TEMPORARY RUNWAY CLOSURE.

SCALE: N.T.S.

G-04

RUNWAY CLOSURE "X"

RUNWAY RE-OPENING CHECKLIST:

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

EXCAVATIONS APPROPRIATELY TO ALLOW FOR THE SAFE OPERATION OF THE HEAVIEST

AIRCRAFT OPERATING ON THE AFFECTED RUNWAY OR TAXIWAY SUCH THAT THE

AIRCRAFT WILL NOT BE DAMAGED.

2. ENSURE THERE ARE NO POTENTIALLY HAZARDOUS RUTS, HUMPS, DEPRESSIONS, OR

OTHER SURFACE VARIATIONS WITHIN THE RSA AND/OR TSA. THE RSA AND TSA MUST BE

CAPABLE OF SUPPORTING OCCASIONAL PASSAGE OF AIRCRAFT DURING DRY

CONDITIONS WITHOUT CAUSING STRUCTURAL DAMAGE TO THE AIRCRAFT.

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

4. RETURN ALL EQUIPMENT TO STAGING AREAS AND ENSURE NO CONSTRUCTION

EQUIPMENT, MATERIALS, OR THE OTHER OBJECTS ARE WITHIN THE OFA AND/ORTOFS.

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

6. REMOVE BARRICADES AND CLOSURE MARKERS.

PAPI

PAPI

PAPI

PAPI

PAPI

PAPI

50'

50'

50'

50'

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

APRIL 2026

OREGON DEPARTMENT OF AVIATION

INDEPENDENCE PAPI 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\

- I nd ep en de nc e

PA

PI

R ep la ce m en t\C

AD

W O

R

KI

N G

\E R

O

SI

O N

C O

N

TR

O L

PL

AN

S.

dw g

AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

EC-1

EROSION CONTROL PLAN

SCALE: 1"=120'

NOTES:

1. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED AND INSPECTED BY

THE ENGINEER PRIOR TO ANY GROUND DISTURBING ACTIVITIES.

2. ALL AIRPORT PAVEMENTS SHALL BE KEPT FREE OF ALL FOREIGN OBJECT

DEBRIS (FOD) BY SWEEPER OR VAC-TRUCK AS NEEDED OR AS DIRECTED BY

THE ENGINEER. AT MINIMUM, THE PAVEMENT SURFACE WILL BE SWEPT AT

THE END OF THE WORK DAY.

3. WORK SHALL BE IN ACCORDANCE WITH OREGON DEQ 1200-C GUIDELINES FOR

THE PROJECT.

4. PLACE SEDIMENT BARRIER (SILT FENCE) AROUND STOCK PILES AS NEEDED.

5. HYDROSEED STAGING AREAS, HAUL ROUTES, AND OTHER DISTURBED

SURFACES, UNLESS OTHERWISE SHOWN, OUTSIDE OF DAYLIGHT LIMITS AT NO

COST TO THE OWNER. HYDROSEEDING SHALL NOT OCCUR ON GRAVEL

SHOULDERS. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL

SEEDING REQUIREMENTS.

6. PROPOSED IMPROVEMENTS DO NOT CHANGE THE EXISTING FLOW DIRECTION.

7. CONSTRUCTION STAGING AREA TO CONTAIN STOCKPILE, PORTABLE TOILET,

CONSTRUCTION FUEL, AND MATERIALS.

BIOFILTER INLET

PROTECTION PER

SILT FENCE PROTECTION

PER

EC-1

EROSION CONTROL PLAN

120 120 240

SCALE OF FEET

SCALE: 1"=120'

INSTALL SEDIMENT

FENCE PER

INSTALL SEDIMENT

FENCE PER

EC-1

BIOFILTER INLET PROTECTION

SCALE: N.T.S.

TYPICAL BIOFILTER BAGS.

PLACE AT INLETS AND

CULVERT ENTRANCES.

EC-1SCALE: N.T.S.

TOP VIEW

FRONT VIEW SIDE VIEW

NOTES:

1. BURY BOTTOM OF FILTER FABRIC 6"

MIN. VERTICALLY BELOW GRADE.

2. 2" x 2" FIR, PINE, OR STEEL FENCE

POSTS.

3. STITCHED LOOPS TO BE INSTALLED

UPHILL SIDE OF SLOPE.

4. COMPACT NATIVE FILL IN ALL AREAS

OF FILTER FABRIC TRENCH.

6"

8 FT MAXIMUM

ANGLE BOTH ENDS OF SEDIMENT FENCE

TO ASSURE SOIL IS TRAPPED.

INTERLOCKED

2" x 2" POSTS

AND ATTACH.

SILT FENCE

RUNWAY 16-34

TW

Y

A4

C

AD

ET

T

AX

IW

AY

SK

YH

AW

K

TA

XI

W

AY

TW

Y

A3

C H

ER

O

KE

E

TA

XI

W

AY

TW

Y

A2

TW

Y

A1TAXIWAY A

G O

LF

T

AX

IW

AY

APRON

C

ES

SN

A

ST

ST

EA

R M

AN

S

T. AIRPORT RD.

HOFFMAN RD.

FOXTROT TAXIWAY

250'

44.5'

HELI-PAD

EXISTING

100 LL FUEL

SK

YR

AI

D

ER

D

R

C O

R

SA

IR

D

R

SECURITY GATE

CONSTRUCTION

HAUL ROUTE

CONTRACTOR

STAGING AREA

LOW LEVEL

BARRICADE

G-4

INSTALL INLET

PROTECTION PER

EXISTING

JET-A FUEL

EC-1

EC-1

EC-1

EC-1

EC-1

ANTICIPATED PROJECT SCHEDULE:

1. ANTICIPATED START DATE FOR WORK IS SEPTEMBER 2026. WORK INCLUDES PAPI

REPLACEMENT.

2. ANTICIPATED END DATE FOR WORK IS SEPTEMBER 2026; NO TEMPORARY STOP

DATES ARE ANTICIPATED.

G-4

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

EXISTING PAVEMENT EDGE

EXISTING RUNWAY EDGE LIGHT

EXISTING TAXIWAY EDGE LIGHT

EXISTING SIGN

EXISTING PAPI

LOW LEVEL BARRICADES

PER

CONSTRUCTION HAUL ROUTE

CONTRACTOR STAGING AREA

WORK AREA BOUNDARY

PAPI

SK

YL

AN

E

TA

XI

W

AY

120'

60'

LIGHTED

WINDSOCK

PAPI

PAPI

PAPI

PAPI

PAPI

PAPI

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

INDEPENDENCE PAPI 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\

- I nd ep en de nc e

PA

PI

R ep la ce m en t\C

AD

W O

R

KI

N G

\D

EM

O

LI

TI

O

N P

LA

N

.d w g

AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

C-1

DEMOLITION PLAN

SCALE: 1"=120'

C-1

DEMOLITION PLAN

DEMOLITION KEYED NOTES:

PROTECT EXISTING CONCRETE ELECTRICAL VAULT.

REMOVE AND DISPOSE OF THE 4 BOX PRECISION

APPROACH PATH INDICATOR (PAPI) FIXTURES.

PROTECT EXISTING JUNCTION CAN, CONDUIT, AND EXISTING

SITE WIRES IN JUNCTION CAN. REMOVE EXISTING

TRANSFORMER AND EXISTING WIRES FROM PAPI TO

JUNCTION CAN.

120 120 240

SCALE OF FEET

SCALE: 1"=120'

RUNWAY 16-34

TW

Y

A4

C

AD

ET

T

AX

IW

AY

SK

YH

AW

K

TA

XI

W

AY

TW

Y

A3

C H

ER

O

KE

E

TA

XI

W

AY

TW

Y

A2

TW

Y

A1TAXIWAY A

G O

LF

T

AX

IW

AY

APRON

C

ES

SN

A

ST

ST

EA

R M

AN

S

T. AIRPORT RD.

HOFFMAN RD.

FOXTROT TAXIWAY

150'

250'

44.5'

HELI-PAD

EXISTING

100 LL FUEL

SK

YR

AI

D

ER

D

R

C O

R

SA

IR

D

R

SECURITY GATE

EXISTING

JET-A FUEL

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

EXISTING PAVEMENT EDGE

EXISTING RUNWAY EDGE LIGHT

EXISTING TAXIWAY EDGE LIGHT

EXISTING SIGN

EXISTING PAPI

WORK AREA BOUNDARY

1 2

PAPI

SK

YL

AN

E

TA

XI

W

AY

1 3

LIGHTED

WINDSOCK

99+50 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

PAPI

PAPI

PAPI

RW 16 PAPI - RW 16 PAPI

-0+250+001+001+50

FG EL = 178.33

FG EL = 178.41

FG EL = 178.53

FG EL = 178.55

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

INDEPENDENCE PAPI 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\

- I nd ep en de nc e

PA

PI

R ep la ce m en t\C

AD

W O

R

KI

N G

\P

AP

I P

LA

N S

AN

D

D

ET

AI

LS

.d w g

AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

E-1

RW 16 PAPI PLANVIEW

SCALE: 1"=40'

E-1

RW 16 PAPI PLANS AND DETAILS

PAPI NOTES:

1. PRECISION APPROACH PATH INDICATOR (PAPI) AIMING UNIT PRICE

TO INCLUDE INITIAL AIMING AT THE PAPI AIMING ANGLE SHOWN.

2. PAPI AIMING IS NOT COMPLETE UNTIL APPROVED BY THE OWNER

AND FAA AFTER THE FAA FLIGHT CHECK.

3. CONTRACTOR SHALL MAKE UP TO 2 ADDITIONAL TRIPS TO THE

SITE TO MAKE ADJUSTMENTS TO THE AIMING ANGLE, IF DIRECTED

BY THE ENGINEER.

4. PAPI AIMING ANGLE AND OBSTACLE CLEARANCE SURFACE

ANGLES ARE MEASURED TO HORIZONTAL.

5. THE ELEVATION OF THE CENTERPOINT OF THE PAPI LIGHT AND

TOP OF FINISHED CONCRETE SLABS WILL BE AS SHOWN ON THE

SECTION DETAIL BELOW. ANY DEVIATION TO PROPOSED

ELEVATIONS MUST BE CONFIRMED AT THE DISCRETION OF THE

ENGINEER.

6. CONTRACTOR TO CLEAN EXISTING PAPI FOUNDATIONS FROM

DEBRIS.

7. CONTRACTOR TO REPLACE EXISTING TRANSFORMER WITHIN PAPI

JUNCTION CAN. SUBMIT TRANSFORMER WITH PAPI SUBMITTAL.

8. CONTRACTOR TO FIELD VERIFY TOP OF PAPI FOUNDATION PAD.

E-1SCALE: N.T.S.

RUNWAY 16 PAPI AIMING PROFILE

ST

A

0+

.0

EL

=1

.1

THRESHOLD CROSSING

HEIGHT=39.2'

HORIZONTAL

REFERENCE PLANE

NOMINAL GLIDE

PATH

LOWEST ON COURSE

AIMING ANGLE

ST

A

7+

.3

EL

=1

.4 0'

EN

D

O F

R U

N W

AY

PRECISION APPROACH PATH INDICATORS (PAPI)

LIGHT STATION OFFSET*

16 PAPI-1 107+66.85 80.00' RT

16 PAPI-2 107+66.85 100.00' RT

16 PAPI-3 107+66.85 120.00' RT

16 PAPI-4 107+66.85 140.00' RT

*FROM RUNWAY CENTERLINE TO CENTER FACE OF PAPI BOXES

E-1SCALE: 1"=20' HORIZ

RUNWAY 16 PAPI CROSSING SECTION

STA 107+66.85

1"=2' VERT

3°

2°

RUNWAY 16 PAPI UNIT AIMING (4 BOX)

40 40 80

SCALE OF FEET

SCALE: 1"=40'

RUNWAY 16-34

TAXIWAY A

TW

Y

A4

LIGHT UNIT AIMING ANGLE

UNIT NEAREST TO RUNWAY 3°30'

UNIT SECOND NEAREST TO

RUNWAY 3°10'

UNIT SECOND FARTHEST

FROM RUNWAY 2°50'

UNIT FARTHEST FROM

RUNWAY 2°30'

INSTALL PAPI

E-1

E-1

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

EXISTING PAVEMENT EDGE

EXISTING RUNWAY EDGE LIGHT

EXISTING TAXIWAY EDGE LIGHT

EXISTING SIGN

EXISTING PAPI PAPI

EXISTING GRADE

RUNWAY 16-34 CL

STA. 107+66.85

C/L ELEV = 179.39'

0.

PAPI 16-1

PAPI 16-2

PAPI 16-3

PAPI 16-4

PAPI ELEV = 180.34'PAPI 16-1

EXISTING

ELECTRICAL VAULT

EXISTING

ELECTRICAL PANEL

RUNWAY PROFILE

R W

PA

PI

ST

A

7+

.8

LA

M P

EL

=1

.3

4'

123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 131+90

PAPI

PAPI

PAPI

RW 34 PAPI - RW 34 PAPI

-0+250+001+001+50

FG EL = 177.90

FG EL = 177.68

FG EL = 177.54

FG EL = 177.25

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

INDEPENDENCE PAPI 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\

- I nd ep en de nc e

PA

PI

R ep la ce m en t\C

AD

W O

R

KI

N G

\P

AP

I P

LA

N S

AN

D

D

ET

AI

LS

.d w g

AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

E-2

RW 34 PAPI PLANVIEW

SCALE: 1"=40'

40 40 80

SCALE OF FEET

SCALE: 1"=40'

E-2

RW 34 PAPI PLANS AND DETAILS

E-2SCALE: N.T.S.

RUNWAY 34 PAPI AIMING PROFILE 3

E-2SCALE: 1"=20' HORIZ

RUNWAY 34 PAPI CROSSING SECTION

STA 123+89.66

1"=2' VERT

ST

A

1+

.8

EL

=1

.4 5'

PRE DISPLACED

THRESHOLD CROSSING

HEIGHT=39.2'

HORIZONTAL

REFERENCE PLANE

NOMINAL GLIDE

PATH

LOWEST ON COURSE

AIMING ANGLE

ST

A

3+

.0

EL

=1

.5 5'

EN

D

O F

R U

N W

AY

3°00'2°50'

RUNWAY PROFILE

RUNWAY 16-34

TAXIWAY A

TW

Y

A1

PRECISION APPROACH PATH INDICATORS (PAPI)

LIGHT STATION OFFSET*

34 PAPI-1 123+89.66 80.00' RT

34 PAPI-2 123+89.66 100.00' RT

34 PAPI-3 123+89.66 120.00' RT

34 PAPI-4 123+89.66 140.00' RT

*FROM RUNWAY CENTERLINE TO CENTER FACE OF PAPI BOXES

RUNWAY 34 PAPI UNIT AIMING (4 BOX)

LIGHT UNIT AIMING ANGLE

UNIT NEAREST TO RUNWAY 3°30'

UNIT SECOND NEAREST TO

RUNWAY 3°10'

UNIT SECOND FARTHEST

FROM RUNWAY 2°50'

UNIT FARTHEST FROM

RUNWAY 2°30'

INSTALL PAPI

E-2

E-2

EXISTING GRADE

RUNWAY 16-34 CL

STA. 123+89.66

C/L ELEV = 178.54'

0.

LEGEND:

RUNWAY SAFETY AREA

OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

EXISTING PAVEMENT EDGE

EXISTING RUNWAY EDGE LIGHT

EXISTING TAXIWAY EDGE LIGHT

EXISTING SIGN

EXISTING PAPI PAPI

PAPI 34-1

PAPI 34-2

PAPI 34-3

PAPI 34-4

EXISTING

ELECTRICAL PANEL

PAPI ELEV = 179.49'

PAPI 34-1

DISPLACED

THRESHOLD CROSSING

HEIGHT=31.7'

R W

PA

PI

ST

A

3+

.6

LA

M P

EL

=1

.4

9'

ST

A

0+

.8

EL

=1

.1 4'

R U

N W

AY

TH

R

ES

H O

LD

PAPI NOTES:

1. PRECISION APPROACH PATH INDICATOR (PAPI) AIMING UNIT PRICE

TO INCLUDE INITIAL AIMING AT THE PAPI AIMING ANGLE SHOWN.

2. PAPI AIMING IS NOT COMPLETE UNTIL APPROVED BY THE OWNER

AND FAA AFTER THE FAA FLIGHT CHECK.

3. CONTRACTOR SHALL MAKE UP TO 2 ADDITIONAL TRIPS TO THE

SITE TO MAKE ADJUSTMENTS TO THE AIMING ANGLE, IF DIRECTED

BY THE ENGINEER.

4. PAPI AIMING ANGLE AND OBSTACLE CLEARANCE SURFACE

ANGLES ARE MEASURED TO HORIZONTAL.

5. THE ELEVATION OF THE CENTERPOINT OF THE PAPI LIGHT AND

TOP OF FINISHED CONCRETE SLABS WILL BE AS SHOWN ON THE

SECTION DETAIL BELOW. ANY DEVIATION TO PROPOSED

ELEVATIONS MUST BE CONFIRMED AT THE DISCRETION OF THE

ENGINEER.

6. CONTRACTOR TO CLEAN EXISTING PAPI FOUNDATIONS FROM

DEBRIS.

7. CONTRACTOR TO REPLACE EXISTING TRANSFORMER WITHIN PAPI

JUNCTION CAN. SUBMIT TRANSFORMER WITH PAPI SUBMITTAL.

8. CONTRACTOR TO FIELD VERIFY TOP OF PAPI FOUNDATION PAD.

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

INDEPENDENCE PAPI 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\

- I nd ep en de nc e

PA

PI

R ep la ce m en t\C

AD

W O

R

KI

N G

\P

AP

I P

LA

N S

AN

D

D

ET

AI

LS

.d w g

AS NOTED40097.143.01

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. 3-41-0027-012-2026

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

BID SET

E-3

PAPI DETAILS

LIGHT OUTPUT

FRANGIBLE COUPLING

(TYP)

ISOLATION TRANSFORMERS

AND/OR CONSOLIDATION

HARNESS PER

MANUFACTURERS

RECOMMENDATIONS

EXISTING 3/4" x 10' STEEL COPPER CLAD GROUND ROD

AT EACH LIGHT UNIT. SEE NOTE 1.

EXOTHERMIC WELD

VERIFY FOUNDATION SIZE

MOUNTING REQUIREMENTS

AND ELECTRICAL

CONNECTIONS PRIOR

TO INSTALLATION

1" CHAMFER

(TYP)

2'-4" MIN

(TYP)

6" MIN

SLOPE PCC 1/4"/FT AWAY

FROM UNIT TO DRAIN

FINISHED SURFACE

DISTANCE

AS SPECIFIED

BY MFR

EXISTING L-867 BASE CAN WITH GALV. COVER PLATE AS

REQUIRED BY MFR TO ACCOMMODATE CABLES,

STAINLESS STEEL BOLTS AND GASKET AND CAN

SHALL BE CLEAR OF PAPI UNIT LEGS

# 6 BARE COPPER

COUNTERPOISE WIRE

NO 6 BARE COPPER

COUNTERPOISE WIRE

GROUNDING

ANCHOR

SECTION

PLANDISTANCE AS

SPECIFIED BY

MFR

E-3SCALE: N.T.S.

SIDE ELEVATION-TYPICAL FOUNDATION AND

LIGHT HOUSING ASSEMBLY - PAPI

DISTANCE

AS SPECIFIED

BY MFR

2- 4"

M

IN

(T

YP

GROUND BUSHING

2"PVC W/ LHA

POWER AND CONTROL

NOTE:

1. ALTERNATE: GROUND PLATE

(DETAIL 3) IN LIEU OF GROUND

ROD IF RODS CAN NOT BE DRIVEN.

2. ALL ITEMS ASSOCIATED WITH THE PAPI

UNIT IS INCIDENTAL TO THE PAPI UNIT.

3. PAPI LIGHT ASSEMBLY SHALL CONFORM

TO L-880 (4-BOX PAPI).

E-3SCALE: N.T.S.

STANDARD DETAILS FOR PAPI

POWER CONTROL UNIT

TYPE AND SIZE PER

MANUFACTURER

2'2'

EXISTING L-824, TYPE C, #6, 600V

CABLES PER MANUFACTURER

240V OR 120V POWER SUPPLY

FRANGIBLE

COUPLING (TYP.)

POWER CONTROL UNIT

(MAY BE INSTALLED

HORIZONTALLY)

1'

MIN

EXISTING L-824 TYPE C, #6 600V

CABLES

TO L-867 HOUSING NUMBER

AND SIZE PER MANUFACTURER

EXOTHERMIC WELD

CONNECTION

#6 BARE

3"

8"

10" 18"

FINISH GRADE

EXISTING PAPI FOUNDATION

TO REMAIN IN PLACE

PAPI PER L-880