- SITE 10A

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AIRPORT LAYOUT PLAN

FOR

FRIEDMAN MEMORIAL REPLACEMENT

COVER SHEET

FUTURE AIRPORT LAYOUT PLAN (ALP)

PART-77 PLAN AND PROFILE FOR RUNWAY 7/25

SHEET TITLESHEET

1

2

4A/4B

5

6

INDEX OF SHEETS

7

FUTURE TERMINAL AREA PLAN

AIRPORT PROPERTY MAP & DATA

INNER PORTION OF APPROACH SURFACE FOR RUNWAY 7/25

VICINITY MAP

NTS

R.D.J.

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JUNE 2010

1/7

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DATA SHEET3

LOCATION MAP

NTS

SOURCE: JeppView 3.6.3.1 (Printed May 19, 2010)

MAGIC VALLEY REGIONAL

BURLEY MUNICIPAL

FRIEDMAN MEMORIAL

MOUNTAIN HOME AIR FORCE BASE

GOODING MUNICIPAL

ALP PREPARED BY

Landrum & Brown, INC.

Mark Perryman, President

Contact Information:

Phone: (513) 530-1235

mperryman@landrum-brown.com

SPONSOR REVIEW

Friedman Memorial Replacement Airport - Site 10A

Rick Baird, Airport Director Date

Date

FAA Disclaimer:

THE CONTENTS DO NOT NECESSARILY REFLECT THE OFFICIAL VIEWS OR POLICY OF

THE FAA. ACCEPTANCE OF THIS EXHIBIT BY THE FAA DOES NOT IN ANY WAY

CONSTITUTE A COMMITMENT ON THE PART OF THE UNITED STATES TO PARTICIPATE

IN ANY DEVELOPMENT DEPICTED THEREIN NOR DOES IT INDICATE THAT THE

PROPOSED DEVELOPMENT IS ENVIRONMENTALLY ACCEPTABLE IN ACCORDANCE WITH

PUBLIC LAWS 91-190, 91-258, 94-353, 90-495 AND/OR ANY OTHER APPROPRIATE PUBLIC

LAWS.

SEATTLE AIRPORT DISTRICT OFFICE REVIEW

Friedman Memorial Replacement Airport - Site 10A

Airport District Office ManagerDate

- SITE 10A

FRIEDMAN MEMORIAL AIRPORT AUTHORITY

G

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R.D.J.

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JUNE 2010

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TRU

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TH

MA

GN

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NO

RTH

13°36'Declination 13°36' E. (2010)

Changing 0°8' W. per Year (CCW)

FUTURE FACILITIES LEGEND

NO. FACILITY DESCRIPTION

SQ.

FOOTAGE

A TERMINAL/CONCOURSE 21,000

B AIR TRAFFIC CONTROL TOWER 13,000

C FUEL FARM 12,000

D

FIXED BASE OPERATIONS (F.B.O.) 101,655

ECORPORATE GENERAL AVIATION (MEDIUM SIZE HANGARS) 7,907 EA.

F

CORPORATE GENERAL AVIATION (LARGE SIZE HANGARS) 31,623 EA.

G SNOW/ MAINTENANCE/ ARFF/ AIRPORT OPS 31,623

H TIE DOWN APRON -

I RENTAL CAR MAINTENANCE WITH FUELING STATION 15,000

JT-HANGAR (14-UNIT) 21,000 EA.

K

CONDO HANGAR (10-UNIT) 3,600 EA.

L U.S.F.S./BLM OPS. 5,000 EA.

M SELF SERVICE FUELING 1,600

N CARGO 6,596

O AERONAUTICAL DEVELOPMENT EXPANSION AREA 741,036

DRAWING LEGEND

EXISTING FUTURE DESCRIPTION

AIRPORT PROPERTY LINE

GROUND CONTOUR

PUBLIC ROAD

WATERWAY

AIRFIELD PAVEMENT

AIRFIELD STRUCTURE

NOTES:

- Horizontal Datum is Idaho State Plane,

Central Zone, US Foot based of NAD83

Vertical Datum is US Foot based on NAVD88.

- All future structures to be built in compliance with FAR

Part 77 height requirements.

- Building Restriction Line (BRL) - Based on 35' ht.

- Per FAR Part-77.23(b) the following traverse ways must

be increased by: 15' for a (N)on Interstate, 17' for an

(I)nterstate,and 23' for (R)ailroads.

TERMINOLOGY LEGENDARP AIRPORT REFERENCE POINT

BRL 35' BUILDING RESTRICTION LINE

CA CRITICAL AREA

CL CLEARANCE FROM APPROACH SURFACE

EL ELEVATION

FUT FUTURE

GA GENERAL AVIATION

GS GLIDE SLOPE

LOC LOCALIZER

MALS MEDIUM INTENSITY APPROACH LIGHT SYSTEM

MALSR

MED. INTENSITY APPROACH LIGHT SYSTEM -INCLUDING R/W ALIGNMENT INDICATOR LIGHTS

OFA OBJECT FREE AREA

PAPI PRECISION APPROACH PATH INDICATOR

PEN PENETRATION OF APPROACH SURFACE

RPZ RUNWAY PROTECTION ZONE

RSA RUNWAY SAFETY AREA

Scale:

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SAFETY AREAS RPZ RSA OFA

RUNWAY END

LENGTH (L)

INNER WIDTH OUTER WIDTH

LENGTH

beyond

Runway End

WIDTH (W )

LENGTH

beyond

Runway End

WIDTH (W )

7 2,500 1,000 1,750 1,000 500 1,000 800

25 1,700 500 1,010 1,000 500 1,000 800

1

2

LENGTH (L)

OU

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RU

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RUNWAY SAFETY AREA (RSA)

W

2

OBJECT FREE AREA (OFA)

KEY MAP

PERCENT WIND AND WEATHER COVERAGE

RUNWAY

END

ALL WEATHER VFR IFR

61.56% Calms 60.21% Calms 67.39% Calms

10.5-KNOT CROSSWIND

7 87.6 86.8 91.2

25 12.4 13.2 8.8

Total 100.0 100.0 100.0

13-KNOT CROSSWIND

7 87.5 86.7 91.0

25 12.5 13.3 9.0

Total 100.0 100.0 100.0

16-KNOT CROSSWIND

7 87.2 86.5 90.2

25 12.8 13.5 9.8

Total 100.0 100.0 100.0

20-KNOT CROSSWIND

7 87.1 86.5 89.9

25 12.9 13.5 10.1

Total 100.0 100.0 100.0

IFR PERCENT COVERAGE - 67.39%CalmsCROSSWIND

COMPONENT

Runway 7-25

10.5 Knots 93.48

13 Knots 96.53

16 Knots 98.66

20 Knots 99.94

Notes:

- Calm winds are 5 knots and below

- Columns may not sum to exactly 100 due to rounding

- Tailwind component is limited to 5 knots and below

ALL WEATHER PERCENT COVERAGE - 64.56%CalmsCROSSWIND

COMPONENT

Runway 7-25

10.5 Knots 94.96

13 Knots 97.82

16 Knots 99.24

20 Knots 99.95

VFR PERCENT COVERAGE - 60.21%CalmsCROSSWIND

COMPONENT

Runway 7-25

10.5 Knots 95.30

13 Knots 98.12

16 Knots 99.38

20 Knots 99.96

AIRPORT DATAITEM FUTURE

AIRPORT ELEVATION (MSL) 4,795

ARP COORDINATES

LATITUDE N43° 13' 12.30"

LONGITUDE W114° 16' 56.60"

CRITICAL DESIGN AIRCRAFT A319 / 320

AIRPORT REFERENCE CODE C-III

LOCATION 24 MILES SOUTH OF HAILEY

COUNTY BLAINE

AIRPORT PROPERTY ACREAGE 1,532

MEAN MAX. TEMP (JULY) 89.2° F

RUNWAY DATAITEM FUTURE RUNWAY 7 FUTURE RUNWAY 25

RUNWAY LENGTH 8,500 8,500

RUNWAY WIDTH 100 100

GRADIENT 0.51% 0.51%AIRCRAFT APPROACH CATEGORY /AIRPLANE DESIGN GROUP C-III C-III

PAVEMENT MATERIAL ASPHALT (GROOVED) ASPHALT (GROOVED)

PAVEMENT STRENGTH (x 1000 lbs.)

SINGLE WHEEL 65 65

DUAL WHEEL 95 95

DUAL TANDEM 150 150

APPROACH CATEGORY - TYPE PRECISION - CAT I - ILS PRECISION - CAT I - ILS

APPROACH SURFACE SLOPE 50:1 50:1

APPROACH VISIBILITY MINIMUMS 200' - 12 mile 250' - 1 mile

RUNWAY MARKINGS PRECISION PRECISION

RUNWAY LIGHTING HIRL HIRL

VISUAL APPROACH AIDS PAPI PAPI

INSTRUMENT APPROACH AIDS LOC, GS LOC, GS

APPROACH LIGHTING MALSR MALSR

RUNWAY SAFETY AREA (RSA)

LENGTH 1,000 1,000

WIDTH 500 500RUNWAY OBJECT FREE AREA (OFA)

LENGTH 1,000 1,000

WIDTH 800 800

RUNWAY END ELEVATION (MSL) 4,752 4,795

TDZ ELEVATION (MSL) 4,767 4,795

RUNWAY BEARING (TRUE) N80° 09' 57.81"E

Notes:

- Horizontal Datum is Idaho State Plane,

Central Zone, US Foot based on NAD83

Vertical Datum is based on NAVD88.

W E

360

N(True)

89.6 W E

360

N(True)

89.8 W E

360

N(True)

90.5

HORIZONTAL ELEVATION

4945' AMSL

HORIZONTAL ELEVATION

4945' AMSL

AIRPORT ELEVATION

4795' AMSL

1" =

0

Graphic Scale in Feet

2000'

1000 2000

Scale:

Issue Date:

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Sheet:

10A.04-FUT_RW_PLANS & PROFILE

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RUNWAY END 7 OBSTRUCTION TABLE

OBJECT # DESCRIPTION

OBJECT

ELEVATION

PART 77 APPROACH

SURFACE ELEVATION

50:1 PART 77

PENETRATION

1 TERRAIN 5793.7 5610.2 (40:1) 183.5

2 TERRAIN 5118.9 4945.0 (HORIZONTAL) 173.9

3 TERRAIN 5555.6 4945.0 (HORIZONTAL) 610.6

4 TERRAIN 5269.9 4945.0 (HORIZONTAL) 324.9

PLAN VIEW OF RW-7 PART 77 APPROACH SURFACE

Scale: 1"=2000'

PROFILE VIEW OF RW-7 PART 77 APPROACH SURFACE

Scale: 1"=2000' HORIZONTAL / 1"=200 VERTICAL

TERRAIN PENETRATION OF PART 77 SURFACE

1

RD

RD

RD

RD

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lev 4732.0

RD

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RD

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R

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RR-1

RR-2

RR-3

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RD

RD

RD

COMPOSITE PROFILE

HORIZONTAL ELEVATION 4,945' AMSL

5

0

:1

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RW END 7 THRESHOLD

ELEV: 4752' (Low Point)

RW END 25 THRESHOLD

ELEV: 4795' (High Point)

EXISTING TERRAIN TO BE REMOVED

FUTURE COMPOSITE PROFILE

RD

- C

OT

TO

NW

OO

DS

R

OA

D

Top E

lev 4665.5

RD

- C

OT

TO

NW

OO

DS

R

OA

D

Top E

lev 4672.5

RD

- C

OT

TO

NW

OO

DS

R

OA

D

Top E

lev 4759.7

2

3

4

TERRAIN PENETRATION OF PART 77 SURFACE

2

TERRAIN PENETRATION OF PART 77 SURFACE

3

TERRAIN PENETRATION OF PART 77 SURFACE

4

COMPOSITE PROFILE WITHIN THE

PART 77 HORIZONTAL SURFACE

HORIZONTAL ELEVATION

4945' AMSL

HORIZONTAL ELEVATION

4945' AMSL

AIRPORT ELEVATION

4795' AMSL

1" =

0

Graphic Scale in Feet

2000'

1000 2000

Scale:

Issue Date:

Checked By:

Drawn by:

Drawing:

Sheet:

10A.04-FUT_RW_PLANS & PROFILE

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PLAN VIEW OF RW-25 PART 77 APPROACH SURFACE

Scale: 1"=2000'

PROFILE VIEW OF RW-25 PART 77 APPROACH SURFACE

Scale: 1"=2000' HORIZONTAL / 1"=200 VERTICAL

COMPOSITE PROFILE

RD RD

RD

- D

ES

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D.

RD

- D

ES

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D.

HORIZONTAL ELEVATION 4,945' AMSL

5

0

:1

P

A

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T

7

7

IN

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A

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P

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F

A

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E

RW END 7 THRESHOLD

ELEV: 4752'

(Low Point)

RW END 25 THRESHOLD

ELEV: 4795'

(High Point)

EXISTING TERRAIN TO BE REMOVED

FUTURE COMPOSITE PROFILE

RUNWAY END 25 OBSTRUCTION TABLE

OBJECT # DESCRIPTION

OBJECT

ELEVATION

PART 77 APPROACH

SURFACE ELEVATION

50:1 PART 77

PENETRATION

3 TERRAIN 5555.6 4945.0 (HORIZONTAL) 610.6

4 TERRAIN 5269.9 4945.0 (HORIZONTAL) 324.9

3

4

TERRAIN PENETRATION OF PART 77 SURFACE

3

TERRAIN PENETRATION OF PART 77 SURFACE

4

COMPOSITE PROFILE WITHIN THE

PART 77 HORIZONTAL SURFACE

AIRPORT

PROPERTY LINE

G

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ATCT ACCESS ROAD

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4810

4

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Issue Date:

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10A.05-FUT_RW_INNER APPROACH

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SCALE: 1" =50' (VERTICAL)

RUNWAY 7 PROFILE VIEW

1" =400' (HORIZONTAL)

RUNWAY 25 INNER APPROACH (PLAN VIEW)

SCALE: 1" =400'

RUNWAY 7 INNER APPROACH (PLAN VIEW)

SCALE: 1" =400'

SCALE: 1" =50' (VERTICAL)

RUNWAY 25 PROFILE VIEW

1" =400' (HORIZONTAL)

4900

4800

4650

4850

4750

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8002000 400

25

05

0

400

50

VERTICAL: 1 inch = 50 ft.

HORIZONTAL: 1 inch = 400 ft.

RW

E

ND

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A

1000'

5000'4000'3000'2000'1000'0'

RW

E

ND

RS

A

1000'

RUNWAY 7-25 - 8,500'

5000' 4000' 3000' 2000' 1000' 0'

4900

4800

4650

4850

4750

4700

200'

200'

5

0

:1

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RUNWAY END 25 OBSTRUCTION TABLE

OBJECT # DESCRIPTION

OBJECT

TOP

ELEVATION

50:1 PART 77 PRECISION

APPROACH SURFACE

ELEVATION

50:1 PART 77

PENETRATION /

CLEARANCE

RD - 10 PERIMETER ROAD 4,802.2 4,807.9 -5.7

RD - 11 PERIMETER ROAD 4,802.2 4,809.0 -6.8

RD - 12 PERIMETER ROAD 4,799.2 4,814.4 -15.1

RUNWAY END 7 OBSTRUCTION TABLE

OBJECT # DESCRIPTION

OBJECT

ELEVATION

50:1 PART 77 PRECISION

APPROACH SURFACE

ELEVATION

50:1 PART 77

PENETRATION /

CLEARANCE

RD - 1 STATE ROUTE 75 4,690.0 4,843.2 -153.2

RD - 2 STATE ROUTE 75 4,700.2 4,836.6 -121.4

RD - 3 STATE ROUTE 75 4,731.0 4,830.5 -99.5

RD - 4 ATCT ACCESS ROAD 4,739.0 4,803.0 -64.0

RD - 5 ATCT ACCESS ROAD 4,723.0 4,803.0 -80.0

RD - 6 ATCT ACCESS ROAD 4,717.0 4,803.0 -86.0

RD - 7 PERIMETER ROAD 4,747.0 4,770.2 -23.2

RD - 8 PERIMETER ROAD 4,759.0 4,764.9 -5.9

RD - 9 PERIMETER ROAD 4,750.0 4,763.8 -13.8

RD

8

RD

9

RD

10

RD

1

RD

3

RD

4

RD

6

RD

7

RD

5

RD

12

RD

11

RD

1

RD

3

RD

4

RD

5

RD

6

RD

8

RD

7

RD

9

RD

10

RD

11

RD

12

EXISTING TERRAIN TO BE REMOVED

PROPOSED FUTURE

COMPOSITE PROFILE

RW END 25 THRESHOLD

LAT: N43° 13' 19.60"

LONG: W114° 16' 00.12"

ELEV: 4,795' MSL (High Point)

RW END 7 THRESHOLD

LAT: N43° 13' 04.98"

LONG: W114° 17' 53.16"

ELEV: 4,752' MSL (Low Point)

DRAWING LEGEND

EXISTING FUTURE DESCRIPTION

AIRPORT PROPERTY LINE

GROUND CONTOUR

PUBLIC ROAD

WATERWAY

AIRFIELD PAVEMENT

AIRFIELD STRUCTURE

COMPOSITE PROFILE

NOTES:

- All future structures to be built in compliance with FAR Part 77

height requirements.

- Building Restriction Line (BRL) - Based on 35' ht.

- Horizontal Datum is Idaho State Plane,

Central Zone, US Foot based on NAD83

Vertical Datum is based on NAVD88

- Per FAR Part-77.23(b) the following traverse ways must be

increased by: 15' for a (N)on Interstate, 17' for an (I)nterstate,and

23' for (R)ailroads.

RD

2

RD

2

1" =

0

Graphic Scale in Feet

100'

50 100

Scale:

Issue Date:

Checked By:

Drawn by:

Drawing:

Sheet:

10A.06-FUTURE_TERMINAL_AREA_PLAN

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DRAWING LEGEND

EXISTING FUTURE DESCRIPTION

AIRPORT PROPERTY LINE

GROUND CONTOUR

PUBLIC ROAD

WATERWAY

AIRFIELD PAVEMENT

AIRFIELD STRUCTURE

NOTES:

- All future structures to be built in compliance with FAR

Part 77 height requirements.

- Building Restriction Line (BRL) - Based on 35' ht.

TRU

E N

OR

TH

MA

GN

ETIC

NO

RTH

13°36'Declination 13°36' E. (2010)

Changing 0°8' W. per Year (CCW)

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E-HIGH PRESSURE GAS LINE

RP02S180240000 RP02S190190000

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RP02S180250000

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1" =

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Graphic Scale in Feet

600'

300 600

Scale:

Issue Date:

Checked By:

Drawn by:

Drawing:

Sheet:

10A.07-AIRPORT_PROPERTY_MAP

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Revision D

escription

Date

Drw

n:

R.D.J.

R.D.J.

JUNE 2010

7/7

W:\S

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On:

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6, 2

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Plot

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11/

17/2

010

3:01

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DRAWING LEGEND

EXISTING FUTURE DESCRIPTION

AIRPORT PROPERTY LINE

GROUND CONTOUR

PUBLIC ROAD

WATERWAY

AIRFIELD PAVEMENT

AIRFIELD STRUCTURE

BLM LAND

STATE LAND

TRU

E N

OR

TH

MA

GN

ETIC

NO

RTH

13°36'Declination 13°36' E. (2010)

Changing 0°8' W. per Year (CCW)

P

L