GOODING MUNICIPAL SOURCE: JeppView 3.6.3.1 (Printed May 19, 2010) MAGIC VALLEY REGIONAL BURLEY MUNICIPAL LOCATION MAP NTS - SITE 12 AIRPORT LAYOUT PLAN FOR FRIEDMAN MEMORIAL REPLACEMENT AIRPORT - SITE 12 FRIEDMAN MEMORIAL AIRPORT AUTHORITY SHEET 1 2 3 4A/4B 5 6 7 INDEX OF SHEETS SHEET TITLE COVER SHEET FUTURE AIRPORT LAYOUT PLAN (ALP) DATA SHEET PART-77 PLAN AND PROFILE FOR RUNWAY 9/27 INNER PORTION OF APPROACH SURFACE FOR RUNWAY 9/27 FUTURE TERMINAL AREA PLAN AIRPORT PROPERTY MAP & DATA VICINITY MAP NTS - SITE 12 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 ACCOANCE WITH PUBLIC LAWS 91-190, 91-258, 94-353, 90-495 AND/OR ANY OTHER APPROPRIATE PUBLIC LAWS. COVER SHEET Landrum & Brown, INC. ALP PREPARED BY Mark Perryman, President Contact Information: Phone: (513) 530-1235 mperryman@landrum-brown.com Date SPONSOR REVIEW Friedman Memorial Replacement Airport - Site 12 Rick Baird, Airport Director Date SEATTLE AIRPORT DISTRICT OFFICE REVIEW Friedman Memorial Replacement Airport - Site 12 Airport District Office Manager Date W:\SUN\ALP\CAD\SITE 12 ALP\12.01-COVER_SHEET.dwg Color Table: ---- Ltscale: 1 Saved On: November 16, 2010 Plotted: 11/17/2010 3:07 PM 12.01-COVER_SHEET 1/7
MAGNETIC NORTH TRUE NORTH Declination 13 42' E. (2010) Changing 0 8' W. per Year (CCW) 13 42' 1" = 600' 300 0 600 FUTURE AIRPORT LAYOUT PLAN (ALP) NO. FUTURE FACILITIES LEGEND 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 E CORPORATE 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 J T-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 6,597 O AERONAUTICAL DEVELOPMENT EXPANSION AREA 740,710 NOTES: - Horizontal Datum is Idaho State Plane, Central Zone, US Foot based on 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. ARP BRL CA CL EL FUT GA GS LOC MALS MALSR OFA PAPI PEN RPZ RSA TERMINOLOGY LEGEND AIRPORT REFERENCE POINT 35' BUILDING RESTRICTION LINE CRITICAL AREA CLEARANCE FROM APPROACH SURFACE FUTURE GENERAL AVIATION GLIDE SLOPE LOCALIZER MEDIUM INTENSITY APPROACH LIGHT SYSTEM MED. INTENSITY APPROACH LIGHT SYSTEM - INCLUDING R/W ALIGNMENT INDICATOR LIGHTS OBJECT FREE AREA PRECISION APPROACH PATH INDICATOR PENETRATION OF APPROACH SURFACE RUNWAY PROTECTION ZONE RUNWAY SAFETY AREA DRAWING LEGEND EXISTING PL FUTURE DESCRIPTION AIRPORT PROPERTY LINE GROUND CONTOUR PUBLIC ROAD WATERWAY AIRFIELD PAVEMENT AIRFIELD STRUCTURE W:\SUN\ALP\CAD\SITE 12 ALP\12.02-FUTURE_ALP.dwg Color Table: ---- Ltscale: 0.5 Saved On: September 16, 2010 Plotted: 11/17/2010 3:08 PM 12.02-FUTURE_ALP 2/7
2 1 RUNWAY DATA ITEM FUTURE RUNWAY 9 FUTURE RUNWAY 27 RUNWAY LENGTH 8,500 8,500 RUNWAY WIDTH 100 100 GRADIENT 0.31% 0.31% AIRCRAFT APPROACH CATEGORY / AIRPLANE DESIGN GROUP 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 618'-1 5 8 mile 200'- 1 2 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 500 500 RUNWAY OBJECT FREE AREA (OFA) LENGTH 1,000 1,000 WIDTH 800 800 RUNWAY END (MSL) 4,991 4,965 TDZ (MSL) 4,991 4,992 RUNWAY BEARING (TRUE) RUNWAY END ALL WEATHER C-III N81 17' 15.68"W PERCENT WIND AND WEATHER COVERAGE VFR C-III IFR 63.29%Calms 61.89%Calms 73.61%Calms 10.5-KNOT CROSSWIND 9 71.8 70.4 82.3 OUTER WIDTH W LENGTH (L) W RUNWAY SAFETY AREA (RSA) OBJECT FREE AREA (OFA) KEY MAP C RUNWAY L ALL WEATHER PERCENT COVERAGE - 63.29%Calms CROSSWIND COMPONENT Runway 9-27 10.5 Knots 99.45 13 Knots 99.45 16 Knots 99.97 20 Knots 99.99 200' RUNWAY END INNER WIDTH SAFETY AREAS RPZ RSA OFA RUNWAY END LENGTH (L) INNER WIDTH OUTER WIDTH LENGTH WIDTH (W 1) LENGTH WIDTH (W 2) 9 2,500 1,000 1,750 1,000 500 1,000 800 27 2,500 1,000 1,750 1,000 500 1,000 800 ITEM AIRPORT DATA FUTURE AIRPORT (MSL) 4,991 ARP COOINATES LATITUDE N43 20' 37.19" LONGITUDE W114 30' 22.83" CRITICAL DESIGN AIRCRAFT A319 / 320 AIRPORT REFERENCE CODE LOCATION COUNTY C-III 20 MILES SOUTH OF HAILEY BLAINE AIRPORT PROPERTY ACREAGE 1,296 MEAN MAX. TEMP (JULY) 89.2 F Notes: - Horizontal Datum is Idaho State Plane, Central Zone, US Foot based on NAD83 Vertical Datum is based on NAVD88 27 28.2 29.6 17.7 Total 100.0 100.0 100.0 13-KNOT CROSSWIND VFR PERCENT COVERAGE - 61.89%Calms CROSSWIND COMPONENT Runway 9-27 9 71.8 70.4 82.3 10.5 Knots 99.46 27 28.2 29.6 17.7 13 Knots 99.46 Total 100.0 100.0 100.0 16 Knots 99.97 16-KNOT CROSSWIND 20 Knots 99.99 9 71.7 70.3 81.8 27 28.3 29.7 18.2 Total 100.0 100.0 100.0 IFR PERCENT COVERAGE - 73.61%Calms CROSSWIND COMPONENT Runway 9-27 20-KNOT CROSSWIND 10.5 Knots 99.33 9 71.7 70.3 81.8 27 28.3 29.7 18.2 Total 100.0 100.0 100.0 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 13 Knots 99.33 16 Knots 100.00 20 Knots 100.00 DATA SHEET N(True) 360 N(True) 360 N(True) 360 W 87.7 E W 87.1 E W 90.2 E W:\SUN\ALP\CAD\SITE 12 ALP\12.03-DATA_SHEET.dwg Color Table: ---- Ltscale: 1 Saved On: September 16, 2010 Plotted: 11/17/2010 3:09 PM 12.03-DATA_SHEET 3/7
1" = 2000' 1000 2000 0 Date Drwn: Revision Description RR-1 RR-2 PART-77 PLAN AND PROFILE PLAN VIEW OF RW-9 PART 77 APPROACH SURFACE - LANMAN - PRINCESS MINE - PRINCESS MINE - PRINCESS MINE RR - ABANDONED COMPOSITE PROFILE - ELK CREEK - RAND - RAND - PECK - PEARSON - PEARSON - 5 MILE - 5 MILE - SHELBY - PECK - BASELINE RR - ABANDONED 40:1 P AR APPRO T 77 OUTER ACH S URFAC E PROFILE VIEW OF RW-9 PART 77 APPROACH SURFACE 1"=2000' HORIZONTAL / 1"=200 VERTICAL HORIZONTAL 5,141' AMSL 50:1 P APPR ART 77 IN OAC H SU NER RFAC E RW END 9 THRESHOLD ELEV: 4991' (High Point) RW END 27 THRESHOLD ELEV: 4965' (Low Point) W:\SUN\ALP\CAD\SITE 12 ALP\12.04-FUT_RW_PLANS & PROFILE.dwg Color Table: ---- Ltscale: 0.5 Saved On: September 16, 2010 Plotted: 11/17/2010 3:10 PM 1"=2000' 12.04-FUT_RW_PLANS & PROFILE 4A/7
1" = 2000' 1000 2000 0 Date Drwn: PART-77 PLAN AND PROFILE Revision Description PLAN VIEW OF RW-27 PART 77 APPROACH SURFACE NER 77 IN ACE F PART 50:1 ACH SUR O APPR - ROCK CREEK - ROCK CREEK ACCESS RW END 27 THRESHOLD ELEV: 4965' (Low Point) - US 20 HORIZONTAL 5,141' AMSL RW END 9 THRESHOLD ELEV: 4991' (High Point) COMPOSITE PROFILE - HOT SPRINGS LANDING OUTER ART 77 40:1 P RFACE CH SU A O R P AP PROFILE VIEW OF RW-27 PART 77 APPROACH SURFACE 1"=2000' HORIZONTAL / 1"=200 VERTICAL W:\SUN\ALP\CAD\SITE 12 ALP\12.04-FUT_RW_PLANS & PROFILE.dwg Color Table: ---- Ltscale: 0.5 Saved On: September 16, 2010 Plotted: 11/17/2010 3:11 PM 1"=2000' 12.04-FUT_RW_PLANS & PROFILE 4B/7
5000 5000 5010 1 5000 6 7 4940 4990 2 4 9 8 4950 3 4980 5 H H H H 8 4950 4960 7 EX-UNPAVED 4940 5150 5100 5050 5000 4950 4900 COMPOSITE PROFILE RUNWAY 9 INNER APPROACH (PLAN VIEW) SCALE: 1" = 400' 5000' 4000' 3000' 2000' 1000' 0' OBJECT # - 1-2 - 3 1 DESCRIPTION 50:1 PART 77 APPROACH SURFACE 2 3 RUNWAY 9 PROFILE VIEW SCALE: 1" =50' (VERTICAL) 1" =400' (HORIZONTAL) RUNWAY END 9 OBSTRUCTION TABLE OBJECT TOP 50:1 PART 77 PRECISION APPROACH SURFACE RW END 9 THRESHOLD LAT: N43 20' 43.28" LONG: W114 31' 19.78" ELEV: 4,991' MSL (High Poin t) 4 5 50:1 PART 77 PENETRATION / CLEARANCE - 4 PERIMETER ROAD 5,003 5,009.9-6.9-5 PERIMETER ROAD 4,992 5,003.5-11.5-6 PERIMETER ROAD 5,000 5,002.6-2.6 6 RSA 1000' 200' RW END 0 25 50 50 VERTICAL: 1 inch = 50 ft. 400 RUNWAY 9-27 - 8,500' 0 200 400 HORIZONTAL: 1 inch = 400 ft. 800 RW END 0' 200' RW END 27 THRESHOLD LAT: N43 20' 31.07" LONG: W114 29' 25.97" ELEV: 4,965' MSL (Low Point) 7 1000' 1000' RSA RUNWAY 27 INNER APPROACH (PLAN VIEW) SCALE: 1" = 400' 8 OBJECT # 9 DESCRIPTION 2000' 10 3000' RUNWAY 27 PROFILE VIEW SCALE: 1" =50' (VERTICAL) 1" =400' (HORIZONTAL) RUNWAY END 27 OBSTRUCTION TABLE OBJECT COMPOSITE PROFILE 50:1 PART 77 PRECISION APPROACH SURFACE 50:1 PART 77 APPROACH SURFACE 4000' 50:1 PART 77 PENETRATION / CLEARANCE - 7 PERIMETER ROAD 4,975.9 4,976.9-0.9-8 PERIMETER ROAD 4,975.0 4,977.7-2.7-9 PERIMETER ROAD 4,966.6 4,983.2-16.6-10 RELOCATED US 20 4,966.4 4,998.5-32.1-11 RELOCATED US 20 4,925.8 5,030.3-104.5 11 5000' 5150 5100 5050 5000 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. 4950 4900 W:\SUN\ALP\CAD\SITE 12 ALP\12.05-FUT_RW_INNER_APPROACH.dwg Color Table: ---- Ltscale: 0.5 Saved On: September 16, 2010 Plotted: 11/17/2010 3:12 PM INNER PORTION OF APPROACH SURFACE 12.05-FUT_RW_INNER_APPROACH 5/7
NOTES: - All future structures to be built in compliance with FAR Part 77 height requirements. - Building Restriction Line (BRL) - Based on 35' ht. DRAWING LEGEND EXISTING FUTURE DESCRIPTION AIRPORT PROPERTY LINE GROUND CONTOUR PUBLIC ROAD WATERWAY AIRFIELD PAVEMENT AIRFIELD STRUCTURE W:\SUN\ALP\CAD\SITE 12 ALP\12.06-FUTURE_TERMINAL_AREA_PLAN.dwg Color Table: ---- Ltscale: 0.5 Saved On: September 16, 2010 Plotted: 11/17/2010 3:13 PM 1" = 100' 50 0 100 12.06-FUTURE_TERMINAL_AREA_PLAN 6/7 FUTURE TERMINAL AREA PLAN Declination 13 42' E. (2010) Changing 0 8' W. per Year (CCW) 13 42' TRUE NORTH MAGNETIC NORTH
DRAWING LEGEND EXISTING FUTURE DESCRIPTION PL AIRPORT PROPERTY LINE GROUND CONTOUR PUBLIC ROAD WATERWAY AIRFIELD PAVEMENT AIRFIELD STRUCTURE BLM LAND STATE LAND W:\SUN\ALP\CAD\SITE 12 ALP\12.07-AIRPORT_PROPERTY_MAP.dwg Color Table: ---- Ltscale: 0.5 Saved On: September 16, 2010 Plotted: 11/17/2010 3:15 PM 1" = 600' 300 0 600 12.07-AIRPORT_PROPERTY_MAP 7/7 AIRPORT PROPERTY MAP Declination 13 42' E. (2010) Changing 0 8' W. per Year (CCW) 13 42' TRUE NORTH MAGNETIC NORTH