GEOMETRY IN THESE AREAS TO BE CORRECTED TO CURRENT DESIGN STANDARDS REMARK FOR LARGE JETS & TWIN PARKING SEASONAL HELICOPTER PARKING OVERFLOW LARGE AIRCRAFT/ HELICOPTER PARKING
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GEOMETRY IN THESE
AREAS TO BE CORRECTED
TO CURRENT DESIGN
STANDARDS
REMARK FOR LARGE
JETS & TWIN PARKING
SEASONAL HELICOPTER
PARKING
OVERFLOW
LARGE
AIRCRAFT/
HELICOPTER
PARKING
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HANGARS
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HANGARS
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HANGARS
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DG-II TAXIWAY
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DG-II TAXIWAY
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VEHICLE ACCESS
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HANGAR ACCESS TAXIWAY
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%%P6 ACRE
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SMALL JETS & TWIN PARKING
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FBO COMPLEX ±10 ACRE
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HANGAR DEVELOPMENT ±16 ACRE
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AVIATION SUPPORT RENTAL CAR FACILITY ±3 ACRE
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FUTURE TERMINAL EXPANSION ±5ACRE
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TERMINAL COMPLEX ±10 ACRE
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SRE & MAINT. COMPLEX ±3 ACRE
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FUTURE TERMINAL SUPPORT ±3 ACRE
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HANGARS ASSOCIATED W/ FBO OR COMMERCIAL/C.I. ±6 ACRE
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G.A. HANGAR DEVELOPMENT AREA ±15 ACRE
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PROPOSED AIRPORT ACCESS
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VEHICLE ACCESS
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FUTURE-ARP
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35
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46
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H
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R. 3 E.
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T. 18 N.
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16
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5010
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5010
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4980
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4990
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5000
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5010
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4970
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4990
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5010
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5000
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4990
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5000
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4990
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5000
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5000
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5000
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5000
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DETENTION BASIN
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DEINHARD LANE ELEV: 5026.0
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PARKING ACCESS
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CURRENT FUEL TANKS
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DETENTION BASIN
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NORTH APRON
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WEST APRON
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EAST APRON
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APRON EXPANSION AREA
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DETENTION BASIN
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COMMERCIAL/INDUSTRIAL LAND USE
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USFS HELIPAD
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USFS AIR TANKER AND SMOKE JUMPER APRON
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US FOREST SERVICE PROPERTY
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McCALL CITY CEMETARY
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McCALL FIRE STATION
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ARFF ACCESS
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DEINHARD LANE ELEV: 5028.7
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DEINHARD LANE ELEV: 5028.4
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DEINHARD LANE ELEV: 5024.3
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DEINHARD LANE ELEV: 5025.1
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TO CITY CENTER
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TO CITY CENTER
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GA APRON
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INDUSTRIAL LAND USE
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50' X 6015' (E)
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TO BOISE
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TRUE BEARING N 1%%D 09' 09" W
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PARALLEL
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STATE HIGHWAY 55
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TAXIWAY
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MISSION STREET
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DEINHARD LANE
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FUEL
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HELIPAD
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EXISTING ARP
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TO STATE
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HIGHWAY 55
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PAPI
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PARALLEL TAXIWAY
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TAXIWAY E
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TAXIWAY C
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TAXIWAY B
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TAXIWAY A
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A-2
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A-1
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A-3
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A-5
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B-1
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B-2
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BIKE PATH
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VASI
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VASI
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PAC
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A-4
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AWOS CRITICAL AREA
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RUNWAY 16-34 (75'X6,106'(E)-75'X6,106'(F))
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EXISTING RUNWAY 16 END AND TDZ ELEVATION: 5024.14 (EXISTING HIGH POINT)
THE PREPARATION OF THIS DOCUMENT MAY HAVE BEEN SUPPORTED, IN PART, THROUGH THE AIRPORT IMPROVEMENT PROGRAM FINANCIAL ASSISTANCE FROM THE FEDERAL AVIATION ADMINISTRATION AS PROVIDED UNDER TITLE 49, UNITED STATES CODE, SECTION 47104. THE CONTENTS DO NOT NECESSARILY REFLECT THE OFFICIAL VIEWS OR POLICY OF THE FAA. ACCEPTANCE OF THIS REPORT 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 ENVIROMENTALLY ACCEPTABLE IN ACCORDANCE WITH APPROPRIATE PUBLIC LAWS.
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15%%d 02' E
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DECLINATION
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(APRIL 2007)
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CURRENT
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CURRENT
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CURRENT
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GA DIMENSIONS
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DC-4
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USFS DIMENSIONS
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A
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90 KN
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III
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117.5'
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LARGE
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73,000 LBS
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900
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33 HANGAR - CONDOMINIUM
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32 HANGAR - CONDOMINIUM
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31 HANGAR - CONDOMINIUM
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30 HANGAR - CONDOMINIUM
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29 HANGAR - CONDOMINIUM
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28 HANGAR - McGEE
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27 HANGAR - McGEE
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5059
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5059
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5057
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5055
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5054
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5043
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5043
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34 HANGAR
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35 HANGAR
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5059
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5059
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18
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12
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3
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MPH
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90
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E
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SE
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S
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180
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SW
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W
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270
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NW
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N
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360
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NE
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0.4
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7.3
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3.0
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2.2
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1.2
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0.4
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3.6
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5.9
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28.5
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0.8
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0.2
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7.7
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14.5
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23.8
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%%uWIND ROSE
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SOURCE: U.S. FOREST SERVICE McCALL, IDAHO
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PERIOD: 1971 - 1973
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10.5 KNOT CROSSWIND COVERAGE : 97.2%
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LIGHTED BEACON
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AUTOMATED WEATHER STATION
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RSA
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OFA
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RPZ
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P/L
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P/L
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F-RSA
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F-OFA
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SCALE 1"=400'
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SECURITY FENCE
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900
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FALCON
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NON STANDARD CONDITIONS
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500'
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300'
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150'
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RUNWAY OBJECT FREE AREA (WIDTH)
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RUNWAY OBJECT FREE AREA (LENGTH)
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RUNWAY SAFETY AREA (WIDTH)
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RUNWAY SAFETY AREA (LENGTH)
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300'
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500
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700
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1000
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NONE
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NONE
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SAME
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SAME
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SAME
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SAME
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SAME
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PAPI-4/REIL
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VASI-2/REIL
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NONE
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NONE
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NONE
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34:1
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PAPI-4/REIL
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SAME
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SAME
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SAME
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SAME
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SAME
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SAME
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SAME
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SAME
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SAME
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SAME
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SAME
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NONE
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SAME
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SAME
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1000
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700
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500
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PAPI-4/NONE
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NONE
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NONE
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NONE
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20:1
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VISUAL
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MIRL - DUCTED
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NON-PRECISION
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80,000SW/110,000DW
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NONE
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ASPHALT CONCRETE
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NONE
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B-II
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P2V (80,000 MTOW)
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FALCON 900 (63.5')
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6106' X 75' (NONE)
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N 01%%D 09' 09"W
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*"SW=SINGLE WHEEL; "DWG"=DUAL WHEEL GEAR
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STOPWAY (LENGTH/WIDTH)
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RUNWAY MARKINGS
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VISUAL AIDS
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THRESHOLD
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AIRCRAFT DESIGN GROUP
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- WEIGHT
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TAKEOFF RUN AVAILABLE (TORA)
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CRITICAL AIRCRAFT
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THRESHOLD DISPLACEMENT
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TAKEOFF DISTANCE AVAILABLE (TODA)
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ACCELERATE-STOP DISTANCE AVAIL. (ASDA)
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LANDING DISTANCE AVAILABLE (LDA)
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LENGTH / WIDTH (SHOULDER)
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TRUE BEARING
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TH
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16
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TH
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34
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34
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TH
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16
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TH
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PAVEMENT
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- TYPE
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- STRENGTH*
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- TREATMENT
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RUNWAY LIGHTING
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APPROACH
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- SLOPE
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- LIGHTING
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- CATEGORY
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- WING SPAN
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BLAST PAD (LENGTH/WIDTH)
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- INNER WIDTH
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- OUTER WIDTH
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- LENGTH
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RPZ DIMENSIONS
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RUNWAY CATEGORY
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RUNWAY GRADIENT
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NON-PRECISION
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0.29%
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RUNWAY DATA
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EXISTING
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FUTURE
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16-34
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RUNWAY
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ITEM
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16
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34
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RUNWAY END INDICATOR LIGHT
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0
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200
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400
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800
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1200
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MONUMENT
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PAC AND SAC MONUMENTATION
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SAC
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PAC
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5020.11
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ELEVATION (NAVD88)
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LATITUDE (NAD83)
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116%%D 06' 09.1965"W
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44%%D 53' 45.7990"N
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LONGITUDE (NAD83)
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*
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*
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SOURCE: NGS
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*DOES NOT CURRENTLY EXIST
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TAXIWAY LIGHTING
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REFLECTORS
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TAXIWAY MARKING
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CENTERLINE
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SAME
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MAGNETIC DECLINATION (APRIL 2007)
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15%%d 02' E
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0° 9' W ANNUALY
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TREES PENETRATING TRANSITIONAL SURFACES ON BOTH SIDES OF APPROACH 16; OBSTRUCTION SURVEY RECOMMENDED.
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RUNWAY/TAXIWAY SEPARATION WAIVED PER ALP - JANUARY 17, 1990. NORTH AMERICAN DATUM OF 1983.
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PROPOSED DISPOSITION
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REMOVE AS NECESSARY
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RELOCATE TAXIWAY
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*
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RUNWAY LINE OF SIGHT
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MEETS REQUIREMENTS
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SAME
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RUNWAY WIND COVERAGE
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10.5 KTS - COVERAGE 97.2%%%
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WHILE THE EXISTING ARC OF THE MCCALL AIRPORT IS IDENTIFIED AS B-II, A 300 FT. SEPARATION STANDARD IS RECOMMENDED FOR THE FUTURE RUNWAY/TAXIWAY SEPARATION OF THE (F) EAST SIDE PARALLEL TAXIWAY. FOR RUNWAY SITING SURFACE INFORMATION REFER TO SHEETS 4 AND 5 (RUNWAY 16/34 APPROACH SURFACE PLAN AND PROFILES & RUNWAY PROTECTION ZONE PLAN) ALL ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ALL LATITUDE AND LONGITUDE COORDINATES ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983. ALL HORIZONTAL COORDINATES AND VERTICAL ELEVATIONS ARE EITHER ESTIMATED OR CALCULATED. ALL ELEVATIONS AND COORDINATES MUST BE FIELD SURVEYED PRIOR TO THE DESIGN OF AN INSTRUMENT APPROACH.
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1.
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- INSTRUMENT APPROACH AIDS
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NONE
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SAME
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GPS/NDB
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SAME
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RUNWAY OBJECT FREE ZONE
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NO PENETRATIONS
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SAME
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OFZ
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F-OFZ
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RUNWAY OBJECT FREE ZONE (OFZ)
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DECLARED DISTANCES
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NPI > 1 MILE> 1 MILE 1 MILE
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SHEET 2-ALP.dwg
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NSC
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NCS
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CMP
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KRB
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2
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40 HANGAR - MANCHESTER
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39 HANGAR - McCALL AVIATION
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38 HANGAR - DEW
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37 HANGAR - WHITE
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36 T-HANGAR - MULTIPLE OWNERS
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5051
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5062
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5070
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5053
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5046
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41 AIRPORT MANAGER'S OFFICE
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42 HANGAR - USFS
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43 USFS ADMINSTRATIVE BUILDING
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5045
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5031
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5055
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44 USFS PILOT READY ROOM
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5030
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45 USFS FIRE RETARDENT TANKS
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5045
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2.
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3.
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4.
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5.
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RUNWAY CENTERLINE
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44%%D 53' 22.9"N
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116%%D 06' 04.6"W
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46 SRE BUILDING
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5051
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NOTES
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RECONFIGURATION TO CURRENT STATUS OF BUILDING AREA/APRON WAS NOT A COMPONENT OF THIS PROJECT
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THE UPDATE OF THIS ALP SHEET WAS PART OF A STUDY TO DETERMINE THE CRITICAL DESIGN AIRCRAFT FOR MCCALL AIRPORT, AS OF 2019. THE STUDY DETERMINED THE NEED TO DESIGN TO ARC B-II STANDARDS. THE ONLY SIGNIFICANT CHANGE TO THE 2012 ALP WAS TO CHANGE THE PARALLEL TAXIWAY SEPARATION FROM 400 FEET TO 300 FEET. THIS REPRESENTS A STEP UP TO ARC C-II STANDARDS FOR THE TAXIWAY.
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SHEET
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DATE:
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PROJECT:
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OF
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TOOTHMAN-ORTON ENGINEERING COMPANY
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CONSULTING ENGINEERS, SURVEYORS AND PLANNERS
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2471 S. TITANIUM PLACE
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MERIDIAN, IDAHO 83642-6703
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FAX: (208) 323-2399
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PHONE: (208) 232-2288
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NO.
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ITEM
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REVISIONS
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DATE
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APPROVED
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CHECKED
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DRAWN
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DESIGNED
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E-FILE NAME
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C TOOTHMAN-ORTON ENGINEERING CO. THIS INSTRUMENT IS THE PROPERTY OF TOOTHMAN-ORTON ENGINEERING CO. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF TOOTHMAN-ORTON ENGINEERING CO. IS STRICTLY PROHIBITED.
