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HomeMy Public PortalAboutMYL_McCall_ID_ALP_Signed_2022-1SHEET: 2 OF 17 2 RE V I S I O N S DA T E : DE S C R I P T I O N NO . AI R P O R T D A T A S H E E T BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N B R C CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 2 _ D a t a .m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 All Weather Wind Rose COVERAGE: 10.5 KTS 98.92%– 13 KTS 99.49%– 16 KTS 99.91%– 20 KTS 99.99% OBSERVATIONS: 112,916 TIME PERIOD: 2010-2019 DATA SOURCE: ON–SITE ASOS IFR Wind Rose COVERAGE: 10.5 KTS 98.96%– 13 KTS 99.49%– 16 KTS 99.88%– 20 KTS 99.98% OBSERVATIONS: 29,566 TIME PERIOD: 2010-2019 DATA SOURCE: ON–SITE ASOS VFR Wind Rose COVERAGE: 10.5 KTS 98.91%– 13 KTS 99.49%– 16 KTS 99.92%– 20 KTS 99.99% OBSERVATIONS: 83,496 TIME PERIOD: 2010-2019 DATA SOURCE: ON–SITE ASOS AIRPORT NON-STANDARDS CONDITIONS TABLE ITEM OR SURFACE NOT MEETING STANDARD ACTUAL STANDARD FAA APPROVED DATE 1 NONE APPROVED NONE NONE NONE BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 RUNWAY 16/34 (PRIMARY)EXISTING FUTURE 1 6,108 6,510' 2 6,108' 6,510' 3 6,108' 6,510' 4 6,108' 6,510' TAKE-OFF RUN AVAILABLE (TORA) TAKE-OFF DISTANCE AVAILABLE (TODA) ACCELERATED STOP DISTANCE (ASDA) LANDING DISTANCE AVAILABLE (LDA) FAA SOP 2.00 A.3 "F" DECLARED DISTANCES TABLE FAA SOP 2.00 A.3 "D" RUNWAY DATA TABLE RUNWAY 16/17 RUNWAY 34/35 EXISTING FUTURE EXISTING FUTURE 1 16 17 34 35 2 3 4 0.29% 0.27% 0.29% 0.27% 5 6 6,108' X 75' 6,510' X 75' 6,108' X 75' 6,510' X 75' 7 8 9 10 11 12 RUNWAY END COORDINATES LAT: N 44°52'49.38" N 44°52'45.33" LONG: W 116°06'05.28" W 116°06'05.13" 5006.6' 5006.6' 13 5012.4' 5011.5' 14 15 16 17 18 19 20 21 22 ASOS, BEACON, REILS ASOS, BEACON, REILS, PAPI ASOS, BEACON, REILS, VASI ASOS, BEACON, REILS, PAPI 23 50' 35' 50' 35' 24 25 26 27 28 5' NAD83 (2011) (EPOCH:2010:0000) NAD88 (US FEET) REFLECTORS 200' ADG I - 79' / ADG II - 115' 131' 79' RNAV (GPS) VGS YES NO 1 STATUTE MILE 7/8 B-II-5000 ASPHALT 86,500 (SWG), 141,000 (DWG) 21/F/C/X/T 400' TYPE #4 1.5% TO 5.0% 98.92% / 99.49% / 99.91% / 99.99% NONE 150' 300' 200' 1,000' / 500' / 700' N 44°53'49.58" W 116°06'07.34" 5024.1' 5024.1' 1,700' / 1,000' / 1,510' MIRL NON-PRECISION 34:1 OBSTACLE FREE ZONE WIDTH OBSTACLE FREE ZONE LENGTH BEYOND RUNWAY END RUNWAY END ELEVATION (SURVEYED (E)) (CALCULATED (F)) RUNWAY TOUCHDOWN ZONE ELEVATION RUNWAY PROTECTION ZONE DIMENSIONS (LENGTH/IN/OUT) RUNWAY OBJECT FREE AREA WIDTH RUNWAY OBJECT FREE AREA LENGTH BEYOND RUNWAY END 500' 300' PAVEMENT CLASSIFICATION NUMBER (PCN) 150' 300' RUNWAY RUNWAY DESIGN CODE (RDC) PAVEMENT TYPE RUNWAY SAFETY AREA DIMENSIONS (ACTUAL) LENGTH OFF ENDS RUNWAY SAFETY AREA DIMENSIONS (ACTUAL) WIDTH RUNWAY SAFETY AREA (STANDARD) LENGTH OFF ENDS RUNWAY SAFETY AREA (STANDARD) WIDTH DISPLACED THRESHOLD RUNWAY DIMENSIONS PAVEMENT STRENGTH BY WHEEL LOAD EFFECTIVE RUNWAY GRADIENT (%) MAXIMUM GRADIENT WITHIN RUNWAY WIND COVERAGE (10.5/13/16/20) IN KTS RUNWAY LIGHTING TYPE VISUAL AND INSTRUMENT NAVAIDS RUNWAY MARKING TYPE CFR PART 77 APPROACH CATEGORY (SLOPE) APPROACH TYPE VISIBILITY MINIMUMS AERONAUTICAL SURVEY REQUIRED RUNWAY DEPARTURE SURFACE APPLIED? THRESHOLD SITING SURFACE (TSS) HORIZONTAL DATUM TAXIWAY AND TAXILANE WIDTH TAXIWAY AND TAXILANE SAFETY AREA (TSA) WIDTH TAXIWAY OBJECT FREE AREA (TOFA) WIDTH TAXILANE OBJECT FREE AREA (TOFA) WIDTH TAXIWAY CENTERLINE TO RUNWAY CENTERLINE SEPARATION TAXIWAY LIGHTING VERTICAL DATUM TAXIWAY EDGE SAFETY MARGIN (TESM) FAA SOP 2.00 A.3 "C" AIRPORT DATA TABLE EXISTING FUTURE 1 B-II (LARGE AIRCRAFT) B-II (LARGE AIRCRAFT) 2 82° (JULY) 82° (JULY) 3 5024.1' 5024.1' 4 BEACON, REILS, VASI (RWY 34) BEACON, REILS, PAPI 5 AIRPORT REFERENCE POINT LAT:N 44°53'19.48" N 44°53'17.46" LONG:W 116°06'16.31" W 116°06'36.24" 6 ASOS, WINDCONE ASOS, WINDCONE 7 FALCON 900 CESSNA CITATION XLS+ 8 13°19' E (AUGUST 2021) 13°19' E (AUGUST 2021) 9 GA LOCAL GA LOCAL 10 LOCAL LOCAL AIRPORT REFERENCE CODE (ARC) MEAN MAX TEMPERATURE HOTTEST MONTH AIRPORT ELEVATION AIRPORT NAVIGATIONAL AIDS IDAHO STATE SERVICE ROLE MISCELLANEOUS FACILITIES CRITICAL AIRCRAFT AIRPORT MAGNETIC VARIATION NPIAS SERVICE LEVEL ITEM DESCRIPTION EXISTING FUTURE BUILDING/ HANGAR CHAINLINK FENCE (6') CONCRETE WALL WOOD FENCE WIRE FENCE (4') GATE PAVEMENT APRON DRIVEWAY HELICOPTER PAD PARKING LOT ROAD . RUNWAY RUNWAY BLAST PAD TAXIWAY ITEM EXISTING FUTURE MISCELLANEOUS X NAVA/OS :··•·.: :::.·.·. ·,• ..... '•'•. � . . . . - LEGEND DESCRIPTION AIRPORT BOUNDARY AIRPORT REFERENCE POINT (ARP) FUEL SITE PRIMARY AIRPORT CONTROL STATION (PACS) SECONDARY AIRPORT CONTROL STATION (SACS) SNOW REMOVAL AREA THRESHOLD SITING SURFACE X � ASOS X X L--=---=-7 ASOS PROTECTION BEACON PAPI REIL •THRESHOLD LIGHT WIND CONE SEGMENTED CIRCLE ITEM EXISTING FUTURE MARKING LINE SAFETY AREAS -RSA - -RDFA - RPZ -DRP Z- - ROFZ - 1 S BR L- 2 '5 BR L- 3 S BR L- PART 77 SURFACE DESCRIPTION RUNWAY CENTERLINE TAXIWAY CENTERLINE TAXIWAY HOLDING POSITIION RUNWAY SAFETY AREA (RSA) RUNWAY OBJECT FREE AREA (ROFA) RUNWAY PROTECTION ZONE (RPZ) DEPARTURE PROTECTION ZONE (DPZ) RUNWAY OBSTACLE FREE ZONE (ROFZ) TAXIWAY EDGE SAFETY MARGIN (TESM) TAXIWAY OBJECT FREE AREA (TOFA) TAXIWAY SAFETY AREA (TSA) 15' BUILDING RESTRICTION LINE (BRL) 25' BUILDING RESTRICTION LINE (BRL) 35' BUILDING RESTRICTION LINE (BRL) V) � MAGNETIC DECLINATION 13°19' E AUGUST 2021 0 300 ABBREVIATIONS AP AIRPORT ARP AIRPORT REFERENCE POINT BAL BUILDING RESTRICTION LINE CL CENTERLINE ELEV ELEVATION (E)EXISTING (F)FUTUREFAA FEDERAL AVIATION ADMINISTRATION HP HIGH POINT LP LOW POINT NPI NONPRECISION INSTRUMENT ROFA RUNWAY OBJECT FREE AREA ROFZ RUNWAY OBSTACLE FREE ZONE RPZ RUNWAY PROTECTION ZONE RSA RUNWAY SAFET Y AREA RVZ RUNWAY VISIBILITY ZONE RWY RUNWAY STA STATION TESM TAXIWAY EDGE SAFETY MARGIN TOFA TAXIWAY OBJECT FREE AREA TSA TAXIWAY SAFET Y AREA TDZ TOUCHDOWN ZONE TYP TYPICAL VIS VISUAL ITD AERONAUTICS DATE The preparation of this document may have been supported, in part, through the Airport Improvement Program financial assistance from the Federal Aviation Administration (Project Number AIP 3-16-0023-028-2020) as provided under title 49 U.S.C., 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 environmentally acceptable or would have justification in accordance with appropriate public laws. z r-- � w X (/) �.. w Cl) ::= 0 0 a: w w z z 0 (') ;;; a: ci5 <{ 0 w a: ro o o z 0 l­a..a: u (/) w 0 0 z U1 II II.I II.I 2 w z <:( I.!) ..J 0 2 IM I- o:> oo II.I :::J --: -, w . (/) a 5-o:> 0 (J") co (J") I-� 0C\I C\I C\I0 00 ...... ' ("') 0 z 0.: <( z <( _J CL :J 0 w � a: ::J I-_J ::J I-LL a: 0 CL a:-<( �0 u (/) a: wwz (!) z w �?i $ $ 00 (J") � C') C') ""'" o:> C\J w z 0 a.. -Wwz z <:( w :,,: ..J 0� a.. 0 (/) a: o<S :::J -w cl: 0� (.) <:( >--z0 oz u <:( -ow-z a: zw w� >- >--w I-:c -(.) u -a: Ww(/) (0 ow co :c I-a:0 a.. a: <(...J<(a..-0 z ::J � ...J ...J<(0 (.) � DATE: NOV 19, 2021 PROJECT# 200069 SHEET: 38 4 OF 17 CONDITIONAL APPROVAL SHEET: 5 OF 17 4 RE V I S I O N S DA T E : DE S C R I P T I O N NO . AI R P O R T A I R S P A C E BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N B R C CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 4 _ A i r s pa c e . m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 #0 #0 #0 #0 #0#0#0 #0 #0#0#0 #0 #0 #0 #0 #0 APPROACH SURFACE PRIMARY SURFACE 50 5 0 ' 5100' 5150' TRANSITIONAL SURFACE HORIZONTAL SURAFACE 5200' 5250' 5300' 5350' CONICAL SURFACE 5174.1' 5174.1' 5374.1' APPROACH SURFACE 3,500' 3,500' 10,000' 10,000' @3 4:1 10,000' @34:1 RUNWAY END 16 (E) 17 (F) ELEV: 5024.1' RUNWAY HIGH POINT (E)(F) RUNWAY END 34 (E) ELEV: 5006.6' RUNWAY LOW POINT (E) RUNWAY END 35 (F) ELEV: 5006.6' RUNWAY LOW POINT (F) !(1 !(2 !(14 !(13 !(9!(7 !(8 !(10 !(11!(6 !(5 !(4 !(3 !(12 !(15!(16 RUNWAY 16 (E) 17 (F) LAT: 44˚53’49.58” N LONG: 116˚06’07.34” W ELEV: 5024.1’ RUNWAY 34 (E) LAT: 44˚52’49.38” N LONG: 116˚06’05.28” W ELEV: 5006.6’ RUNWAY 35 (F) LAT: 44°52’45.33" N LONG: 116°06’05.13" W ELEV: 5006.6’ BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 ELEVATION DATA BASED ON JULY 11, 2020 AIRPORT AIRSPACE ANALYSIS SURVEY, NORTH FORK PAYETTE RIVER LIDAR DATA ACQUIRED 6/8/2021-6/17/2021 AND 10 METER NATIONAL ELEVATION DATASET. 0 2,000 4,000 Feet EW S N 120 150210 240 300 330 30 60 MAG MAGNETIC DECLINATION 13°19' E AUGUST 2021 MCCALL AIRSPACE IS PROTECTED BY 14 CFR PART 77 OBSTRUCTION SURFACES AND THE FOLLOWING ZONING REGULATIONS: TITLE III, CHAPTER 7, SECTION 05 OF THE MCCALL CITY CODE OF ORDINANCES (08-12-2021). 14 CFR PART 77 VERTICAL BUFFERS THE VERTICAL HEIGHT OF TRAVERSE WAYS HAS BEEN INCREASED BY THE FOLLOWING: INTERSTATE HIGHWAY - 17 FEET PUBLIC ROADWAY - 15 FEET PRIVATE ROAD - 10 FEET RAILROAD - 23 FEET REF # OBJECT DESCRIPTION SURFACE AFFECTED MAXIMUM OBJECT ELEVATION (FT.) AREA OF PENETRATION (SQ. FT.) MAXIMUM PENETRATION HEIGHT (FT.) DISPOSITION AGIS OBSTACLE COUNT 1 VEGETATION CONICAL 5221.0 630.1 20.0 TO BE REMOVED 0 2 VEGETATION HORIZONTAL 5226.4 21999.7 52.4 TO BE REMOVED 69 3 VEGETATION HORIZONTAL 5188.1 102.7 14.1 TO BE REMOVED 3 4 VEGETATION TRANSITIONAL 5114.9 1289.1 29.9 TO BE REMOVED 6 5 UTILITY POLE TRANSITIONAL 5060.9 17.1 7.8 TO BE REMOVED 1 6 VEGETATION APPROACH 5040.4 37385.0 7.2 TO BE REMOVED 3 7 VEGETATION APPROACH 5187.0 67804.9 122.4 TO BE REMOVED 46 8 VEGETATION TRANSITIONAL 5209.1 106471.5 125.6 TO BE REMOVED 38 9 TERRAIN / VEGETATION APPROACH 5198.0 630498.5 126.5 TO BE REMOVED 29 10 VEGETATION TRANSITIONAL 5196.5 247151.8 129.7 TO BE REMOVED 30 11 ROAD APPROACH 5047.3 13796.5 8.7 TO REMAIN 4 12 TERRAIN / VEGETATION TRANSITIONAL 5139.0 350782.0 44.5 TO BE REMOVED 17 13 TERRAIN / ROAD / VEGETATION HORIZONTAL 5487.5 25193285.9 313.5 TO REMAIN 1167 14 TERRAIN / VEGETATION CONICAL 5667.4 17251980.2 353.7 TO REMAIN 129 15 TERRAIN / VEGETATION APPROACH 5137.1 1489957.4 54.0 TO BE REMOVED 62 16 TERRAIN TRANSITIONAL 5092.6 185310.4 23.7 TO BE REMOVED 6 OBSTRUCTION CHART PART 77 OBSTRUCTION FEET ABOVE PART 77 SURFACE #0 MAXIMUM PART 77 PENETRATION5,006.6' 5,050'5,050.1' - 5,100''5,100.1' - 5,150'5,150.1' - 5,174'5174.1'5,174.2' - 5,200'5,200.1' - 5,250'5,250.1' - 5,300'5,300.1' - 5,350'5,350.1' - 5,374.1'PRIMARYTRANSITIONALCONICALHORIZONTALPART 77 SURFACE ELEVATION (MSL)0' - 25'25.1' - 50'50.1' - 75'75.1' - 100'100.1' - 200'200.1' - 300'300.1' - 353'RUNWAY 7:1 APPROACH@ 34:1 HORIZONTAL SURFACE (5174.1') 150' ABOVE HIGHEST POINT OF RUNWAY 20:1 CONICAL SURFACE TOP ELEV: 5374.1'' 200' ABOVE THE HORIZONTAL SURFACE PRIMARYBOTTOM APPROACH ELEV: 5024.1' TRANSITIONAL RUNWAY END 17 (E) TOP APPROACH ELEV: 5318.2'PART 77 SURFACE DETAIL #0 #0#0 #0 #0 #0 #0!(5 !(6 !(8 !(7 !(9 !(11 !(10 OBSTRUCTION DETAIL 1 in = 1,200 ft SHEET: 6 OF 17 5A RE V I S I O N S DA T E : DE S C R I P T I O N NO . BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N B R C CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 5 A _ D e t ail . m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 R R R R R R R R P P P P P P P P Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A R R R R R R R R P P P P P P P P Z Z Z Z Z Z Z Z R R R R R R P P P P P P Z Z Z Z Z Z R O F Z R O F Z R O F A R O F A R S A R S A RUNWAY 16/34 6,101' X 75' (E) 17/35 6,510' X 75' (F) TRUE BEARING N178°36'26.21" CFR PART 77 APPROACH SURFACE (E) 500'x3,500'x10,000'@ 34:1 RU N W A Y E N D 3 4 ( E ) ST A : 6 1 + 0 1 EL E V : 5 0 0 6 . 6 ' RU N W A Y E N D 1 6 ( E ) 1 7 ( F ) ST A : 0 + 0 0 EL E V : 5 0 2 4 . 1 ' RU N W A Y E N D 3 5 ( F ) ST A : 6 5 + 1 0 EL E V : 5 0 0 6 . 6 ' THRESHOLD SITING SURFACE TYPE #4 (E) THRESHOLD SITING SURFACE TYPE #4 (E)(F) CFR PART 77 APPROACH SURFACE (E)(F) 500'x3,500'x10,000'@ 34:1 5060' 5050' 5040' 5030' 5020' 5030' 5010'5010' 5020' 5010' 5 0 0 0' 50 70' 5050' 5 030' 5010' 5040'!(11 !(6 !(5 !(4 !(12 MAGNETIC DECLINATION 13°19' E AUGUST 2021 0 300 600 Feet E W SN 120 150 210 240300 330 30 60 MAG 4925.0 4950.0 5000.0 5050.0 5100.0 5150.0 4925.0 4950.0 5000.0 5050.0 5100.0 5150.0 -5 + 0 0 0+ 0 0 5+ 0 0 10 + 0 0 15 + 0 0 20 + 0 0 25 + 0 0 30 + 0 0 35 + 0 0 40 + 0 0 45 + 0 0 50 + 0 0 55 + 0 0 60 + 0 0 65 + 0 0 70 + 0 0 GR A D E B R E A K S T A = 6 5 + 1 0 . 0 0 EL E V = 5 0 0 6 . 6 0 0 GR A D E B R E A K S T A = 6 1 + 0 8 . 0 0 EL E V = 5 0 0 6 . 6 0 0 EXISTING RUNWAY 6,510' x 75' FUTURE RUNWAY 6,108' x 75' CFR PART 77 APPROACH SURFACE (E) 500' x 3,500' x 10,000' @ 34:1 THRESHOLD SITING SURFACE TYPE #4 (E) RUNWAY END 34 (E) STA: 61+08 ELEV: 5006.6' RUNWAY END 35 (F) STA: 65+10 ELEV: 5006.6' PRIMARY SURFACE (F) 5' LINE OF SIGHT CFR PART 77 APPROACH SURFACE 500' x 3,500' x 10,000' @ 34:1 APPROACH CRITICAL LINE RUNWAY END 17 (E) STA: 0+00 ELEV: 5024.1' GROUND PROFILE ALONG THE EXTENDED RWY CENTERLINE PRIMARY SURFACE APPROACH CRITICAL LINE EXISTING RUNWAY GRADIENT: 0.247% FUTURE RUNWAY GRADIENT: 0.29% BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 RU N W A Y D E T A I L IN N E R P O R T I O N O F TH E A P P R O A C H S U R F A C E OBSTRUCTION CHART REF # OBJECT DESCRIPTION SURFACE AFFECTED MAXIMUM OBJECT ELEVATION (FT.) AREA OF PENETRATION (SQ. FT.) MAXIMUM PENETRATION HEIGHT (FT.) DISPOSITION AGIS OBSTACLE COUNT 4 VEGETATION TRANSITIONAL 5114.9 1289.1 29.9 TO BE REMOVED 6 5 UTILITY POLE TRANSITIONAL 5060.9 17.1 7.8 TO BE REMOVED 1 6 VEGETATION APPROACH 5040.4 37385.0 7.2 TO BE REMOVED 3 11 ROAD APPROACH 5047.3 13796.5 8.7 TO REMAIN 4 12 TERRAIN / VEGETATION TRANSITIONAL 5139.0 350782.0 44.5 TO BE REMOVED 17 R O F A R S A R P Z R O F Z0' - 5'5' - 10'10' - 20'20' - 30'30' - 40'40' - 50'EXISTING FUTURE EXISTING FUTURE APPROACH CRITICAL LINE AIRPORT BOUNDARY RUNWAY THRESHOLD SITING SURFACE LINE OF SIGHT RUNWAY SAFETY AREA (RSA) MAJOR CONTOUR CFR PART 77 APPROACH RUNWAY OBJECT FREE AREA (ROFA) MINOR CONTOUR THRESHOLD SITING SURFACE RUNWAY PROTECTION ZONE (RPZ) RUNWAY OBSTACLE FREE ZONE (ROFZ)OBSTRUCTION 2FT CONTOURS (7/11/2020) SAFETY AREAS PART 77 SURFACE MISCELLANEOUSAPPROACH SURFACE PAVEMENT LEGEND DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTIONITEM ELEVATION DATA BASED ON JULY 11, 2020 AIRPORT AIRSPACE ANALYSIS SURVEY, NORTH FORK PAYETTE RIVER LIDAR DATA ACQUIRED 6/8/2021-6/17/2021 AND 10 METER NATIONAL ELEVATION DATASET. SHEET: 7 OF 17 5B RE V I S I O N S DA T E : DE S C R I P T I O N NO . BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N B R C CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 5 B _ I n n er A p p R W Y 1 7 . m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 R R R R R R R R P P P P P P P P Z Z Z Z Z Z Z Z R R R R RO O O O OF F F F FA A A A A R R R R RS S S S SA A A A A R R R R RO O O O OF F F F FZ Z Z Z Z R R R R RO O O O OF F F F FZ Z Z Z Z R R R R RO O O O OF F F F FA A A A A R R R R RS S S S SA A A A A !(F!(E!(D!(C!(B!(A ROAD CROSSING ELEV: 5024.9' CLEARS: 135.9' ROAD CROSSING ELEV: 5046.9' PENETRATES: 8.8' RU N W A Y 1 6 ( E ) 1 7 ( F ) ST A : 0 + 0 0 EL E V : 5 0 2 4 . 1 ' PROJECTED CENTERLINE (F) ROAD CROSSING ELEV: 5033.2' CLEARS: 115.3' APPROACH CRITICAL LINE (F) ROAD CROSSING ELEV: 5065.5' CLEARS: 21.1' ROAD CROSSING ELEV: 5041.9' CLEARS: 100.0' ROAD CROSSING ELEV: 5053.6' CLEARS: 44.7' ROAD CROSSING ELEV: 5047.8' CLEARS: 99.8' ROAD CROSSING ELEV: 5029.6' CLEARS: 137.4' ROAD CROSSING ELEV: 5097.9' PENETRATES: 34.4' ROAD CROSSING ELEV: 5052.9' CLEARS: 44.6' ROAD CROSSING ELEV: 5046.4' CLEARS: 100.5' ROAD CROSSING ELEV: 5035' CLEARS: 113.0' ROAD CROSSING ELEV: 5052' CLEARS: 80.3' CFR PART 77 APPROACH SURFACE (E) 500' x 3,500' x 10, 000' @ 34:1 ROAD CROSSING ELEV: 5042.9' PENETRATES: 7.8' ROAD CROSSING ELEV: 5101.3' PENETRATES: 32.3' ROAD CROSSING ELEV: 5035.6' CLEARS: 121.0' THRESHOLD SITING SURFACE TYPE #4 (F) 5070' 5 0 60' 5050' 5030' 5030' 5020' 5030' 5020' 5 0 5 0' 5 0 4 0' 5040' 50 3 0' 5030' 5010' 5040'5030' !(1 !(2 !(4 !(3 !(5 !(6 4950.0 5000.0 5050.0 5100.0 5150.0 5200.0 5250.0 -7 1 + 0 0 -7 0 + 0 0 -6 5 + 0 0 -6 0 + 0 0 -5 5 + 0 0 -5 0 + 0 0 -4 5 + 0 0 -4 0 + 0 0 -3 5 + 0 0 -3 0 + 0 0 -2 5 + 0 0 -2 0 + 0 0 -1 5 + 0 0 -1 0 + 0 0 -5 + 0 0 0+ 0 0 5+ 0 0 CFR PART 77 APPROACH SURFACE (E) @ 34:1 THRESHOLD SITING SURFACE TYPE #4 (E) !(A !(B !(C !(D !(E RUNWAY END 16(E) 17(F) STA: 0+00 ELEV: 5024.1' GROUND PROFILE ALONG THE EXTENDED RWY CENTERLINE APPROACH CRITICAL LINE PRIMARY SURFACE (E) !(1 !(2 !(4 !(3 !(5 !(6 BOISE, CHEYENNE, CODY, COEUR D'ALENE, HEBER CITY, MERIDIAN, NAMPA, & SPOKANE PHONE: 208.433.1900 WWW.TO-ENGINEERS.COM 1998 W. JUDITH LANE BOISE, ID 83705 ALL ELEVATIONS ARE TO TOP OF PART 77 VERTICAL BUFFER NOT TO SCALE PROFILE ROAD TOP OF ROAD TOP OF CFR PART 77 VERTICAL BUFFER RU N W A Y 1 6 / 1 7 IN N E R P O R T I O N O F TH E A P P R O A C H S U R F A C E 0 300 600 Feet E W SN 120 150 210 240300 330 30 60 MAG MAGNETIC DECLINATION 13°19' E AUGUST 2021 ELEVATION DATA BASED ON JULY 11, 2020 AIRPORT AIRSPACE ANALYSIS SURVEY, NORTH FORK PAYETTE RIVER LIDAR DATA ACQUIRED 6/8/2021-6/17/2021 AND 10 METER NATIONAL ELEVATION DATASET. REF # DESCRIPTION BUFFER APPROACH SURFACE IMPACT DISPOSITION A E LAKE ST 17' CLEARS: 129.4' NO ACTION B PARK ST 15' CLEARS: 123.4' NO ACTION C FOREST ST 15' CLEARS: 97.1' NO ACTION D IDAHO ST 15' CLEARS: 85.2' NO ACTION E STIBNITE ST 15' CLEARS: 45.5' NO ACTION F E DEINHARD LN 15' PENETRATES: 6.4' NO ACTION SIGNIFICANT OBJECTSOBSTRUCTION CHART REF # OBJECT DESCRIPTION MAXIMUM OBJECT ELEVATION (FT.) AREA OF PENETRATION (SQ. FT.) MAXIMUM PENETRATION HEIGHT (FT.) DISPOSITION 1 VEGETATION 5179.3' 15,267 65.6' TO BE REMOVED 2 VEGETATION 5187.0' 30,242 122.5' TO BE REMOVED 3 VEGETATION 5198.1' 654,276 126.6' TO BE REMOVED 4 VEGETATION 5143.9' 1,986 73.6' TO BE REMOVED 5 TERRAIN / VEGETATION 5038.3' 10,294 1.4' TO BE REMOVED 6 TERRAIN / VEGETATION 5040.2' 37,071 19.4' TO BE REMOVED R O F A R S A R P Z R O F Z ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION APPROACH CRITICAL LINE MAJOR CONTOUR AIRPORT BOUNDARY PROJECTED RUNWAY CENTERLINE MINOR CONTOUR SAFETY AREAS THRESHOLD SITING SURFACE RUNWAY SAFETY AREA (RSA) ROAD RUNWAY OBJECT FREE AREA (ROFA) CFR PART 77 APPROACH RUNWAY RUNWAY PROTECTION ZONE (RPZ) RUNWAY OBSTACLE FREE ZONE (ROFZ) LEGEND MISCELLANEOUS2FT CONTOURS (7/11/2020)APPROACH SURFACE OBSTRUCTIONS PART 77 SURFACE PAVEMENT0' - 10'10' - 20'20' - 30'30' - 40'40' - 50'50'- 60'60' - 70'70'- 80'80' - 90'90' - 100'100' - 126.6' SHEET: 8 OF 17 5C RE V I S I O N S DA T E : DE S C R I P T I O N NO . BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N B R C CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 5 C _ I n n er A p p R W Y 3 5 . m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 !(G THRESHOLD SITING SURFACE TYPE #4 (F) CFR PART 77 APPROACH SURFACE (F) 500' x 3,500' x 10,000' @ 34:1 THRESHOLD SITING SURFACE TYPE #4 (F) CFR PART 77 APPROACH SURFACE (E) 500' x 3,500' x 10,000' @ 34:1 ROAD CROSSING ELEV: 5072' CLEARS: 118.8' ROAD CROSSING ELEV: 5068.7' CLEARS: 123.8' RU N W A Y E N D 3 4 ST A : 6 1 + 0 8 EL E V : 5 0 0 6 . 6 ' RU N W A Y E N D 3 5 ST A : 6 5 + 1 0 EL E V : 5 0 0 6 . 6 ' APPROACH CRITICAL LINE (F) VERTICALLY GUIDED SURFACE (F) 275' X 1,520' x 10,000' @ 30:1 VERTICALLY GUIDED SURFACE (E) 275' X 1,520' x 10,000' @ 30:1 PROJECTED CENTERLINE (F) ROAD CROSSING ELEV: 5076.3' CLEARS: 126.5' ROAD CROSSING ELEV: 5069.5' CLEARS: 135.0' Johnson Ln !(1 !(2 !(3 !(4 !(5 MAGNETIC DECLINATION 13°19' E AUGUST 2021 0 300 600 Feet E W SN 120 150 210 240300 330 30 60 MAG 4950.0 5000.0 5050.0 5100.0 5150.0 5200.0 5250.0 5300.0 65 + 0 0 70 + 0 0 75 + 0 0 80 + 0 0 85 + 0 0 90 + 0 0 95 + 0 0 10 0 + 0 0 10 5 + 0 0 11 0 + 0 0 11 5 + 0 0 12 0 + 0 0 12 5 + 0 0 13 0 + 0 0 13 3 + 0 0 THRE SHOLD SITING SURFACE TYPE #4 (E) CFR PART 77 APPROACH SURFACE (E) @ 34:1 CFR PART 77 APPROACH SURFACE (F) @ 34:1VERTICALLY GUIDED SURFACE (F) @ 30:1THRESHOLD SITING SURFACE TYPE #4 (F) VERTICALLY GUIDED SURFACE (E) @ 30:1 !(G RUNWAY END 34 (E) STA: 61+08 ELEV: 5006.6' GROUND PROFILE ALONG THE EXTENDED RWY CENTERLINE APPROACH CRITICAL LINE PRIMARY SURFACE (F) RUNWAY END 35 (F) STA: 65+10 ELEV: 5006.6' !(1 !(2 !(3 !(4 !(5 ALL ELEVATIONS ARE TO TOP OF PART 77 VERTICAL BUFFER NOT TO SCALE PROFILE ROAD TOP OF ROAD TOP OF CFR PART 77 VERTICAL BUFFER BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 RU N W A Y 3 4 / 3 5 IN N E R P O R T I O N O F TH E A P P R O A C H S U R F A C E R O F A R S A R P Z R O F Z0' - 5'5' - 10'10' - 20'20' - 30'30' - 40'40' - 50'50' - 53.9'ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION MAJOR CONTOUR APPROACH CRITICAL LINE AIRPORT BOUNDARY MINOR CONTOUR PROJECTED RUNWAY CENTERLINE SAFETY AREAS THRESHOLD SITING SURFACE RUNWAY SAFETY AREA (RSA) ROAD VERTICALLY GUIDED SURFACE RUNWAY OBJECT FREE AREA (ROFA) RUNWAY RUNWAY PROTECTION ZONE (RPZ) CFR PART 77 APPROACH RUNWAY OBSTACLE FREE ZONE (ROFZ)OBSTRUCTIONS LEGEND APPROACH SURFACE2FT CONTOURS (7/11/2020)MISCELLANEOUS PAVEMENT PART 77 SURFACE OBSTRUCTION CHART REF #OBJECT DESCRIPTION MAXIMUM OBJECT ELEVATION (FT.) AREA OF PENETRATION (SQ. FT.) MAXIMUM PENETRATION HEIGHT (FT.) DISPOSITION 1 TERRAIN 5019.1' 1,350 7.5' TO BE REMOVED 2 TERRAIN 5105.6' 1,343,075 53.9' TO BE REMOVED 3 TERRAIN 5084.5' 850 41.4' TO BE REMOVED 4 TERRAIN 5084.5' 136,675 11.5' TO BE REMOVED 5 TERRAIN 5137.1' 4,775 52.3' TO BE REMOVED REF # DESCRIPTION BUFFER EXISTING APPROACH SURFACE IMPACT FUTURE APPROACH SURFACE IMPACT DISPOSITION G JOHNSON LN 15' CLEARS: 154.9' CLEARS: 143.5' NO ACTION SIGNIFICANT OBJECTS ELEVATION DATA BASED ON JULY 11, 2020 AIRPORT AIRSPACE ANALYSIS SURVEY, NORTH FORK PAYETTE RIVER LIDAR DATA ACQUIRED 6/8/2021-6/17/2021 AND 10 METER NATIONAL ELEVATION DATASET. 4950.0 5000.0 5050.0 5100.0 5150.0 5200.0 5250.0 5300.0 5350.0 4950.0 5000.0 5050.0 5100.0 5150.0 5200.0 5250.0 5300.0 5350.0 -7 0 + 0 0 -6 5 + 0 0 -6 0 + 0 0 -5 5 + 0 0 -5 0 + 0 0 -4 5 + 0 0 -4 0 + 0 0 -3 5 + 0 0 -3 0 + 0 0 -2 5 + 0 0 -2 0 + 0 0 -1 5 + 0 0 -1 0 + 0 0 -5 + 0 0 0+ 0 0 5+ 0 0 10 + 0 0 15 + 0 0 20 + 0 0 25 + 0 0 30 + 0 0 35 + 0 0 40 + 0 0 45 + 0 0 50 + 0 0 55 + 0 0 60 + 0 0 65 + 0 0 70 + 0 0 75 + 0 0 80 + 0 0 85 + 0 0 90 + 0 0 95 + 0 0 10 0 + 0 0 10 5 + 0 0 11 0 + 0 0 11 5 + 0 0 12 0 + 0 0 12 5 + 0 0 13 0 + 0 0 13 5 + 0 0 14 0 + 0 0 14 5 + 0 0 15 0 + 0 0 15 5 + 0 0 16 0 + 0 0 16 5 + 0 0 17 0 + 0 0 17 5 + 0 0 18 0 + 0 0 18 5 + 0 0 18 6 + 6 0 DEPARTURE SURFACE SECTION 2:40:1 OC S - TOP OF LEFT/RIGHT WING (F) DEPARTURE SURFACE SECTION 1: 40:1 OCS - EXTENDED RUNWAY CENTERLINE (F) DEPAR TURE S URFACE S EC TI ON 2 40:1 OCS - TO P OF LE FT/RIGH T WI NG (E) CFR PART 77 APPROACH SURFACE (E) 500'x3,500'x10,000' @34:1 CF R PA RT 77 APPRO ACH SURFA C E (E) 5 00'x3,500'x1 0,0 00' @ 34:1 RUNWAY END 34 (E) STA: 61+08 ELEV: 5006.6' DEPARTURE CRITICAL LINE (F) DEPARTURE SURFACE SECTION 1 40:1 OCS - EXTENDED RUNWAY CENTERLINE (E) RUNWAY END 35 (F) STA: 65+10 ELEV: 5006.6' CFR PART 77 APPROACH SURFACE (F) 500'x3,500'x10,000' @34:1 APPROACH CRITICAL LINE (F) RUNWAY END 16 (E) 17 (F) STA: 0+00 ELEV: 5024.1' GROUND PROFILE ALONG THE EXTENDED RWY CENTERLINE APPROACH CRITICAL LINE (E) !(A !(B !(C !(D1!(D2 !(D3 !(D4 !(D5 !(D6!(D7!(D8 !(D9 SHEET: 9 OF 17 6 RE V I S I O N S DA T E : DE S C R I P T I O N NO . RU N W A Y D E P A R T U R E S U R F A C E BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N B R C CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 6 _ D e p a rt u r e . m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 R R P P Z Z R R R R R RO O O O O OF F F F FA A A A A R R R R R RS S S S S SA A A A A R R R R R RO O O O O OF F F F FZ Z Z Z Z R R R R R RO O O O O OF F F F FZ Z Z Z Z D D P P Z Z R R R R R RO O O O O OF F F F FA A A A A R R R R R RS S S S S SA A A A A R R R R P P P P Z Z Z Z R R R R P P P P Z Z Z Z D D P P Z Z !(D1 !(D2!(D3 !(D4 !(D5 !(D6 !(D7 !(D8 !(D9 7,512' 12,152' ROAD CROSSING (F) ELEV: 5022.3' CLEAR: 288.3' ROAD CROSSING ELEV: 5062.0' CLEAR: 248.6' ROAD CROSSING ELEV: 5072.2' CLEAR: 238.4' RUNWAY END 35 (F) STA: 65+10 ELEV: 5006.6' RUNWAY END 16 (E) 17 (F) STA: 0+00 ELEV: 5024.1' RUNWAY END 34 (E) STA: 61+08 ELEV: 5006.6' ROAD CROSSING (F) ELEV: 5006.5' CLEAR: 304.1' DEPARTURE CRITICAL LINE (F) CFR PART 77 APPROACH SURFACE (E) 500'x3,500'x10,000'@34:1 ROAD CROSSING (E) ELEV: 5010.6' CLEAR: 300' ROAD CROSSING (F) ELEV: 5076.2' CLEAR: 234.4' ROAD CROSSING (E) ELEV: 5076.3' CLEAR: 234.3' ROAD CROSSING (F) ELEV: 5076.3' CLEAR: 234.3' ROAD CROSSING ELEV: 5071.6' CLEAR: 239.0' ROAD CROSSING (E) ELEV: 5087.8' CLEAR: 142.3' ROAD CROSSING (E) ELEV: 5074.9' CLEAR: 235.7' ROAD CROSSING ELEV: 5059.6' CLEAR: 251.0' ROAD CROSSING (E) ELEV: 5068.1' CLEAR: 242.5' CFR PART 77 APPROACH SURFACE (F) 500'x3,500'x10,000'@34:1 ROAD CROSSING (F) ELEV: 5095.0' CLEAR: 136.1' ROAD CROSSING (F) ELEV: 5007.8' CLEAR: 302.5' PROJECTED CENTERLINE ROAD CROSSING (E) ELEV: 5006.2' CLEAR: 304.2' ROAD CROSSING (F) ELEV: 5022.5' CLEAR: 287.8' ROAD CROSSING (E) ELEV: 5024.6' CLEAR: 285.8' PROJECTED CENTERLINE ROAD CROSSING (E) ELEV: 5021.2' CLEAR: 289.2' APPROACH CRITICAL LINE (F) APPROACH CRITICAL LINE (F) ROAD CROSSING (E) ELEV: 5014.7' CLEAR: 295.7' DEPARTURE SURFACE (E) CFR PART 77 APPROACH SURFACE (E)(F) 500'x3,500'x10,000'@34:1 DEPARTURE SURFACE (F) !(B!(A !(C RU N W A Y 1 6 / 1 7 REF # DESCRIPTION BUFFER EXISTING DEPARTURE SURFACE IMPACT FUTURE DEPARTURE SURFACE IMPACT DISPOSITION A JOHNSON LANE 15' 114.7' 104.5' NO ACTION B GARDEN LANE 15' 227.8' 217.6' NO ACTION C HEINRICH LANE 15' N/A 285.8' NO ACTION SIGNIFICANT OBJECTS A B C D E RUNWAY WIDTH (RW) 500' - 1/2 RW 75' 462.5 RUNWAY TYPE DIMENSIONAL STANDARDS FEET SLOPE 7 RUNWAYS PROVIDING INSTRUMENT DEPARTURE OPERATIONS 7,512' 12,152' 6,160' 40:1 DEPARTURE SURFACE DIMENSION DEPARTURE SURFACE OBSTRUCTIONS REF #OBJECT DESCRIPTION MAXIMUM OBJECT ELEVATION AREA OF PENETRATION (SQ. FT.) PENETRATION NOT TO EXCEED DISPOSITION D1 TERRAIN 5094.5' 800 16.3' TO BE REMOVED D2 TERRAIN 5066.0' 4,400 4.6' TO BE REMOVED D3 TERRAIN 5097.8' 575 43.9' TO BE REMOVED D4 TERRAIN 5088.9' 249,450 19.0' TO BE REMOVED D5 TERRAIN 5137.1' 2,300 59.0' TO BE REMOVED D6 TERRAIN 5118.9' 3,550 40.5' TO BE REMOVED D7 TERRAIN 5108.2' 625 27.7' TO BE REMOVED D8 TERRAIN 5105.6' 1,710,225 53.4' TO BE REMOVED D9 TERRAIN 5139.0' 800 45.0' TO BE REMOVED R O F A R S A R P Z R O F Z0' - 5'5' - 10'10' - 20'20' - 30'30' - 40'40'- 50'50'- 59.0'ITEM EXISTING EXISTING FUTURE EXISTING FUTURE APPROACH CRITICAL LINE CFR PART 77 APPROACH ROAD DEPARTURE CRITICAL LINE PRIMARY RUNWAY DEPARTURE SURFACE TRANSITIONAL PROJECTED RUNWAY CENTERLINE HORIZONTAL RUNWAY SAFETY AREA (RSA) CONICAL RUNWAY OBJECT FREE AREA (ROFA) AIRPORT BOUNDARY 50' CONTOURS RUNWAY PROTECTION ZONE (RPZ) RUNWAY OBSTACLE FREE ZONE (ROFZ)DEPARTURE OBSTRUCTION MISCELLANEOUS SAFETY AREAS LEGEND DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION APPROACH/DEPARTURE SURFACE PART 77 SURFACE PAVEMENT 0 1,000 2,000 Feet E W SN 120 150 210 240300 330 30 60 MAG MAGNETIC DECLINATION 13°19' E AUGUST 2021 ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 33 51 52 53 56 62 63 59 60 7 49 48 46 45 58 50 57 55 47 54 61 1 44 43 32 34 32 42 35 4 41 36 40 31 37 39 38 5 6 14 10 16 17 18 2019 21 2423822 25 1513 12 11 9 3029282726 R R R R R R R R P P P P P P P P Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z D D D D D D D D P P P P P P P P Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A R R R R R R R R P P P P P P P P Z Z Z Z Z Z Z Z 35'BRL 25'BRL 15'BRL 15'BRL 25'BRL 35'BRL 3 5 ' BR L 2 5 ' BR L 1 5 ' BR L 3 3 5 5 ' ' B B R R L L 25'BRL 15'BRL 3 3 5 5 ' ' B B R R L L 25'BRL 15'BRL 1 5 ' BR L 2 5 ' BR L 35' BRL 2 2 2 2 2 2555555''''''B B B B B BRRRRRRLLLLLL 3 3 3 3 3 3555555''''''B B B B B BRRRRRRLLLLLL 1 1 1 1 1 1555555''''''B B B B B BRRRRRRLLLLLL 1 1 1 1 1 1555555''''''B B B B B BRRRRRRLLLLLL 2 2 2 2 2 2555555''''''B B B B B BRRRRRRLLLLLL 3 3 3 3 3 3555555''''''B B B B B BRRRRRRLLLLLL PARKING LOT ACCESS GATE ACCESS GATE RUNWAY 34 END (5006.6') ACCESS GATE 300'300' RUNWAY 16 END (5024.1') PA R K I N G L O T PARKING LOT AC C E S S G A T E PA R K I N G L O T PARKING LOT ARP (E) LAT: 44° 53' 19.48" N LONG: 116° 06' 06.31" W PA R K I N G L O T AC C E S S G A T E PARKING LOT APRON (917,244 SQ FT) ACCESS GATE ACCESS GATE AP R O N (2 1 2 , 7 8 9 S Q F T ) ACCESS GATE ACCESS GATE AC C E S S G A T E BEACON SHEET: 10 OF 17 7A RE V I S I O N S DA T E : DE S C R I P T I O N NO . BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N M R R CH E C K E D B W C AP P R O V E D J L W PROJECT # 200069 DATE: NOV 19, 2021 BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 MAGNETIC DECLINATION 13°19' E AUGUST 2021 0 300 600 Feet E W SN 120 150 210 240300 330 30 60 MAG BUILDING TABLE BUILDING NUMBER DESCRIPTION GROUND ELEVATION HEIGHT TOP OF BUILDING AREA (SQ. FT.)DISPOSITION 1 ARFF STATION 5029' 19' 5047'14261' TO REMAIN 2 OFFICE 5030' 20' 5050'2506' TO REMAIN 3 OFFICE 5026' 22' 5049'4725' TO REMAIN 4 HANGAR 5031' 28' 5059'7609' TO REMAIN 5 HANGAR 5033' 32' 5065'12332' TO REMAIN 6 STORAGE FACILITY 5033' 14' 5047'543' TO REMAIN 7 OTHER 5033' 9' 5042'318' TO REMAIN 8 OFFICE 5032' 37' 5069'5822' TO REMAIN 9 HANGAR 5031' 27' 5058'4692' TO REMAIN 10 HANGAR 5031' 22' 5052'12164' TO REMAIN 11 HANGAR 5032' 17' 5049'1823' TO REMAIN 12 HANGAR 5034' 24' 5058'3754' TO REMAIN 13 HANGAR 5031' 20' 5051'2126' TO REMAIN 14 HANGAR 5030' 19' 5049'2468' TO REMAIN 15 HANGAR 5031' 29' 5060'3120' TO REMAIN 16 HANGAR 5029' 30' 5059'3820' TO REMAIN 17 HANGAR 5031' 26' 5056'4584' TO REMAIN 18 HANGAR 5028' 27' 5056'8025' TO REMAIN 19 HANGAR 5030' 27' 5057'12957' TO REMAIN 20 HANGAR 5029' 33' 5062'5388' TO REMAIN 21 HANGAR 5029' 30' 5059'6555' TO REMAIN 22 HANGAR 5029' 32' 5060'8074' TO REMAIN 23 HANGAR 5028' 31' 5059'5684' TO REMAIN 24 HANGAR 5026' 32' 5059'5393' TO REMAIN 25 HANGAR 5025' 35' 5060'5133' TO REMAIN 26 HANGAR 5035' 15' 5049'11882' TO REMAIN 27 HANGAR 5028' 15' 5043'10410' TO REMAIN 28 HANGAR 5030' 17' 5047'10458' TO REMAIN 29 HANGAR 5028' 17' 5045'8542' TO REMAIN 30 HANGAR 5013' 20' 5033'12176' TO REMAIN 31 HANGAR 5025' 27' 5052'11647' TO REMAIN 32 HANGAR 5021' 26' 5047'12183' TO REMAIN BUILDING NUMBER DESCRIPTION GROUND ELEVATION HEIGHT TOP OF BUILDING AREA (SQ. FT.)DISPOSITION 33 HANGAR 5020' 35' 5054'10562' TO REMAIN 34 HANGAR 5022' 34' 5056'6767' TO REMAIN 35 HANGAR 5023' 30' 5054'4561' TO REMAIN 36 HANGAR 5023' 28' 5051'3320' TO REMAIN 37 HANGAR 5024' 31' 5056'9979' TO REMAIN 38 HANGAR 5026' 23' 5049'2533' TO REMAIN 39 HANGAR 5023' 34' 5057'5232' TO REMAIN 40 HANGAR 5023' 32' 5055'7189' TO REMAIN 41 HANGAR 5015' 27' 5041'5771' TO REMAIN 42 HANGAR 5021' 36' 5057'7539' TO REMAIN 43 HANGAR 5021' 33' 5054'5393' TO REMAIN 44 HANGAR 5020' 34' 5053'6961' TO REMAIN 45 OTHER 5013' 6' 5019'116' TO REMAIN 46 OTHER 5015' 11' 5025'107' TO REMAIN 47 OFFICE 5013' 14' 5027'1013' TO REMAIN 48 OFFICE 5010' 22' 5032'242' TO REMAIN 49 SNOW SHED 5001' 12' 5013'176' TO REMAIN 50 PARKING GARAGE 5011' 13' 5024'1500' TO REMAIN 51 OFFICE 5011' 17' 5028'3544' TO REMAIN 52 OTHER 4999' 12' 5012'330' TO REMAIN 53 OFFICE 4983' 65' 5048'14065' TO REMAIN 54 OFFICE 5007' 19' 5027'4331' TO REMAIN 55 OTHER 5005' 11' 5016'193' TO REMAIN 56 OTHER 4999' 11' 5010'131' TO REMAIN 57 OTHER 5006' 12' 5018'468' TO REMAIN 58 OFFICE 5006' 18' 5024'1472' TO REMAIN 59 OTHER 4996' 16' 5012'201' TO REMAIN 60 OTHER 4998' 16' 5013'202' TO REMAIN 61 OFFICE 4988' 32' 5019'5179' TO REMAIN 62 OTHER 4996' 12' 5008'228' TO REMAIN 63 OTHER 4995' 12' 5007'143' TO REMAIN SHEET 7D SHEET 7B/C TE R M I N A L A R E A Mc C A L L M U N I C I P A L A I R P O R T OV E R A L L Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 7 A _ T e r min a l . m x d 2 5'B R L 3 5'B R L 1 5'B R L R O F Z R O F A R S A R P Z! ! ! ! ! ! ! ! ! ! ! ! ã !ssXY !* '## (((* !ssXY !< X(( ITEM ITEM ITEM EXISTING EXISTING EXISTING ASOS CHAINLINK FENCE (4')RUNWAY OBJECT FREE AREA (ROFA) ASOS PROTECTION CHAINLINK FENCE (6')RUNWAY OBSTACLE FREE ZONE (ROFZ) BEACON PARKING CURB RUNWAY SAFETY AREA (RSA) PAPI WIRE FENCE (4.5')RUNWAY PROTECTION ZONE (RPZ) VASI WOOD FENCE (6')TAXIWAY EDGE SAFETY MARGIN (TESM) REIL GATE TAXIWAY OBJECT FREE AREA (TOFA) THRESHOLD LIGHT TAXIWAY SAFETY AREA (TSA) WIND CONE BUILDING 15' BUILDING RESTRICTION LINE (BRL) SEGMENTED CIRCLE FUEL SITE 25' BUILDING RESTRICTION LINE (BRL) 35' BUILDING RESTRICTION LINE (BRL) APRON RUNWAY CENTERLINE HANGAR RAMP TAXIWAY CENTERLINE DRIVEWAY TAXIWAY HOLDING POSITIION HELICOPTER PAD TIE DOWN PARKING LOT RUNWAY AIRPORT BOUNDARY RUNWAY BLAST PAD AIRPORT REFERENCE POINT (ARP) TAXIWAY BUILDING PAVEMENT MARKING LINE MISCELLANEOUS LEGEND DESCRIPTION DESCRIPTION DESCRIPTION NAVAIDS FENCE SAFETY AREAS ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! 33 7 1 44 43 32 34 3 2 42 35 4 41 36 40 31 37 39 38 5 6 14 10 16 17 18 2019 21 2423 8 22 25 1513 12 11 9 3029282726 R R R P P P Z Z Z R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A A A A A 35'BRL 25'BRL 15'BRL 1 1 1 1 1 1 15555555'''''''B B B B B B BRRRRRRRLLLLLLL 2 2 2 2 2 2 25555555'''''''B B B B B B BRRRRRRRLLLLLLL 3 3 3 3 3 3 35555555'''''''B B B B B B BRRRRRRRLLLLLLL ACCESS GATE 75 ' 79' 79' 79 ' 79' 79 ' 79' 7 9' 79 ' 79 ' 79' 79 ' 79' 79' 83' 115' 11 5 ' 115' 115' 115' 118' 1 2 1' 131' 131' 131' 131' 131' 131' 134' 153' 200' 222' 224' 232' 243' 250' 250' 250' 264' 300' 300' 500' 522' 954' 25'25' 35' 35'35' 37.5' 40' 40' 40' 4 9' 49' 49' 49' 49' 50' 50' 50' 50' 60' 65' 66' RUNWAY 16 END (5024.1') PARKING LOT ACCESS GATE PARKING LOT APRON (917,244 SQ FT) ACCESS GATE ACCESS GATE BEACON SHEET: 11 OF 17 7B RE V I S I O N S DATE: DESCRIPTION NO. BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N M R R CH E C K E D B W C AP P R O V E D J L W Document Path: K:\200069-CDY\5_GIS\MYL_Sheet_7B_Terminal.mxd PROJECT # 200069 DATE: NOV 19, 2021 BOISE, CHEYENNE, CODY, COEUR D'ALENE, HEBER CITY, MERIDIAN, NAMPA, & SPOKANE PHONE: 208.433.1900 WWW.TO-ENGINEERS.COM A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 1998 W. JUDITH LANE BOISE, ID 83705 MAGNETIC DECLINATION 13°19' E AUGUST 2021 0 100 200 Feet E W SN 120 150 210 240300 330 30 60 MAG TE R M I N A L A R E A Mc C A L L M U N I C I P A L A I R P O R T EX I S T I N G ã !ssXY !* '## (((* !< ! ! ! ! ! ! ! ! ! ! ! !R O F Z R O F A R P Z R S A 1 5'B R L 2 5'B R L 3 5'B R L ITEM ITEM ITEM ITEM EXISTING EXISTING EXISTING EXISTING ASOS APRON CHAINLINK FENCE (4')RUNWAY OBJECT FREE AREA (ROFA) ASOS PROTECTION HANGAR RAMP CHAINLINK FENCE (6')RUNWAY OBSTACLE FREE ZONE (ROFZ) BEACON DRIVEWAY PARKING CURB RUNWAY SAFETY AREA (RSA) PAPI PARKING LOT WIRE FENCE (4.5')RUNWAY PROTECTION ZONE (RPZ) REIL RUNWAY GATE TAXIWAY EDGE SAFETY MARGIN (TESM) THRESHOLD LIGHT RUNWAY BLAST PAD TAXIWAY OBJECT FREE AREA (TOFA) WIND CONE TAXIWAY RUNWAY CENTERLINE TAXIWAY SAFETY AREA (TSA) SEGMENTED CIRCLE TAXIWAY CENTERLINE 15' BUILDING RESTRICTION LINE (BRL) BUILDING TAXIWAY HOLDING POSITIION 25' BUILDING RESTRICTION LINE (BRL) AIRPORT BOUNDARY FUEL SITE TIE DOWN 35' BUILDING RESTRICTION LINE (BRL) BUILDING PAVEMENT MARKING LINE MISCELLANEOUS LEGEND DESCRIPTION DESCRIPTION DESCRIPTION NAVAIDS FENCE SAFETY AREAS DESCRIPTION SHEET: 12 OF 17 7C RE V I S I O N S DA T E : DE S C R I P T I O N NO . BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N M R R CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 7 C _ T e r mi n a l . m x d PROJECT # 200069 DATE: NOV 19, 2021 BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 33 7 1 44 43 32 34 3 2 42 35 4 41 36 40 31 37 39 38 5 6 14 10 16 17 18 2019 21 2423 8 22 25 1513 12 11 9 3029282726 R R R P P P Z Z Z R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A A A A A 35'BRL 25'BRL 15'BRL 1 1 1 1 1 1 15555555'''''''B B B B B B BRRRRRRRLLLLLLL 2 2 2 2 2 2 25555555'''''''B B B B B B BRRRRRRRLLLLLLL 3 3 3 3 3 3 35555555'''''''B B B B B B BRRRRRRRLLLLLLLACCESS GATE 75 ' 79' 79' 79 ' 79' 79 ' 7 9' 79 ' 79 ' 79 ' 79'79' 109' 115' 115'121'131' 131' 131' 131' 131' 131' 137' 137' 137' 200' 207' 212' 224' 232' 243' 243' 250' 250' 250' 264' 267' 300' 300' 444' 507' 512'1168' 25'25' 35' 35'35' 37.5' 40' 40' 40'49'49' 49' 50' 50' 50'50' 65' 66' ROAD REALIGNMENT RUNWAY 17 END (5024.1') PARKING LOT RETENTION BASIN ACCESS GATE PARKING LOT APRON (917,244 SQ FT) ACCESS GATE ACCESS GATE BEACON 1998 W. JUDITH LANE BOISE, ID 83705 DESCRIPTION AREA (SQ. FT.)Quantity SMALL HANGAR 2,000' 15 MEDIUM HANGAR 3,600' 7 LARGE HANGAR 9,600'+ 4 FUTURE BUILDING TABLE TE R M I N A L A R E A Mc C A L L M U N I C I P A L A I R P O R T FU T U R E MAGNETIC DECLINATION 13°19' E AUGUST 2021 0 100 200 Feet E W SN 120 150 210 240300 330 30 60 MAG ã !* '## !ssXY !< ! ! ! ! ! ! 2 5'B R L 3 5'B R L 1 5'B R L R O F Z R O F A R S A R P Z ITEM ITEM EXISTING FUTURE FUTURE FUTURE APRON BEACON RUNWAY CENTERLINE HANGAR RAMP PAPI TAXIWAY CENTERLINE DRIVEWAY REIL TAXIWAY HOLDING POSITIION X HELICOPTER PAD THRESHOLD LIGHT TIE DOWN PARKING LOT WIND CONE RUNWAY SEGMENTED CIRCLE RUNWAY OBJECT FREE AREA (ROFA) X RUNWAY BLAST PAD RUNWAY OBSTACLE FREE ZONE (ROFZ) TAXIWAY CHAINLINK FENCE (4')RUNWAY SAFETY AREA (RSA) X ROAD CHAINLINK FENCE (6')RUNWAY PROTECTION ZONE (RPZ) X SNOW REMOVAL AREA PARKING CURB TAXIWAY EDGE SAFETY MARGIN (TESM) WIRE FENCE (4.5')TAXIWAY OBJECT FREE AREA (TOFA) BUILDING GATE TAXIWAY SAFETY AREA (TSA) FUEL SITE 15' BUILDING RESTRICTION LINE (BRL) AIRPORT BOUNDARY 25' BUILDING RESTRICTION LINE (BRL) 35' BUILDING RESTRICTION LINE (BRL) MISCELLANEOUS SAFETY AREAS FENCE BUILDING PAVEMENT NAVAIDS MARKING LINE LEGEND ITEM DESCRIPTION DESCRIPTION DESCRIPTION ! ! ! ! ! ! ! ! ! ! !! ! ! 33 51 52 53 56 62 63 59 60 49 48 58 50 5755 47 54 61 44 43 32 34 42 35 41 36 40 R R R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F F F F FZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R R R R R R R R R R RO O O O O O O O O O O O O O O O O O O O O O O O OF F F F F F F F F F F F F F F F F F F F F F F F FA A A A A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R R R R R R R R R R R R R R R RS S S S S S S S S S S S S S S S S S S S S S S S SA A A A A A A A A A A A A A A A A A A A A A A A A 2 2 2 2 2 2 2 2 2555555555'''''''''B B B B B B B BRRRRRRRRLLLLLLLL 3 3 3 3 3 3 3 3 3555555555'''''''''B B B B B B B BRRRRRRRRLLLLLLLL 1 1 1 1 1 1 1 1 1555555555'''''''''B B B B B B B BRRRRRRRRLLLLLLLL 1 1 1 1 1 1 1 1 1555555555'''''''''B B B B B B B BRRRRRRRRLLLLLLLL 2 2 2 2 2 2 2 2 2555555555'''''''''B B B B B B B BRRRRRRRRLLLLLLLL 3 3 3 3 3 3 3 3 3555555555'''''''''B B B B B B B BRRRRRRRRLLLLLLLL APRON (130,276 SQ FT) 75' 75 ' 79'79 ' 79 ' 79 ' 79' 79' 79'79' 79' 79 ' 115' 11 5 ' 12 3 ' 12 5 ' 13 1 ' 13 1 ' 131' 131' 131' 131' 13 7 ' 20 0 ' 20 7 ' 22 2 ' 249' 25 0 ' 251' 28 0 ' 30 0 ' 30 5 ' 43 1 ' 44 4 ' 466' 47 7 ' 50 0 ' 50 7 ' 52 2 ' 35 ' 35'35' 37 . 5 ' 40 ' 40 ' 40' 49 ' 49' 50 ' 50 ' 50 ' 50' 50'50' 61' 61'67' PARKING LOT PA R K I N G L O T AC C E S S G A T E PA R K I N G L O T PARKING LOT RETENTION BASIN ARP (F) LAT: 44° 53' 17.46" N LONG: 116° 06' 06.24" W ARP (E) LAT: 44° 53' 19.48" N LONG: 116° 06' 06.31" W PA R K I N G L O T AC C E S S G A T E AP R O N (2 1 2 , 7 8 9 S Q F T ) AC C E S S G A T E 7D RE V I S I O N S DA T E : DE S C R I P T I O N NO . BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N M R R CH E C K E D B W C AP P R O V E D J L W BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 7 D _ T e r min a l . m x d DESCRIPTION AREA (SQ. FT.)Quantity MEDIUM HANGAR 3,600' 7 LARGE HANGAR 9,600'+ 4 FUTURE BUILDING TABLE SHEET: 13 OF 16 PROJECT # 200069 DATE: NOV 19, 2021 MAGNETIC DECLINATION 13°19' E AUGUST 2021 0 100 200 Feet E W SN 120 150 210 240300 330 30 60 MAG TE R M I N A L A R E A Mc C A L L M U N I C I P A L A I R P O R T EX I S T I N G & F U T U R E X((X((! ! ! ! ! ! ! ! !! ! ! !ssXY !ssXY (((* ã 2 5'B R L 3 5'B R L 1 5'B R L R O F Z R O F A R S A EXISTING FUTURE EXISTING FUTURE X ASOS RUNWAY OBJECT FREE AREA (ROFA) X ASOS PROTECTION RUNWAY OBSTACLE FREE ZONE (ROFZ) PAPI RUNWAY SAFETY AREA (RSA) WIND CONE TAXIWAY EDGE SAFETY MARGIN (TESM) SEGMENTED CIRCLE TAXIWAY OBJECT FREE AREA (TOFA) TAXIWAY SAFETY AREA (TSA) APRON 15' BUILDING RESTRICTION LINE (BRL) HANGAR RAMP 25' BUILDING RESTRICTION LINE (BRL) DRIVEWAY 35' BUILDING RESTRICTION LINE (BRL) HELICOPTER PAD PARKING LOT RUNWAY CENTERLINE RUNWAY TAXIWAY CENTERLINE TAXIWAY TAXIWAY HOLDING POSITIION X ROAD X TIE DOWN X SNOW REMOVAL AREA BUILDING CHAINLINK FENCE (6')FUEL SITE PARKING CURB WIRE FENCE (4.5')AIRPORT BOUNDARY WOOD FENCE (6')AIRPORT REFERENCE POINT (ARP) GATE MISCELLANEOUS BUILDING FENCE PAVEMENT MARKING LINE NAVAIDS SAFETY AREAS LEGEND ITEM DESCRIPTION ITEM DESCRIPTION " " "k k k [j ¥¥ ¥ ¥J J J J££ £ £²µ ] ] ] î î î Æ Æ Æ R R R R R R P P P Z Z Z D D D D P PP P Z Z Z Z ROFZ ROF Z ROFA ROFA RSA RSA R RR R P P P P Z Z Z Z R R R R R R R R R R R R R R O O O O O O O O O O O O O F F F F F F F F F F F F F A A A A A A A A A A A A A R R R R R R R R R R R R R R S S S S S S S S S S S S S A A A A A A A A A A A A A R R R R R R R R R R R R R R O O O O O O O O O O O O O F F F F F F F F F F F F F Z Z Z Z Z Z Z Z Z Z Z Z Z R R R R R R R R R R R R R R O O O O O O O O O O O O O F F F F F F F F F F F F F Z Z Z Z Z Z Z Z Z Z Z Z Z D D DD D D P P PP P P Z Z ZZ Z Z R R R R R R R R R R R R R R O O O O O O O O O O O O O F F F F F F F F F F F F F A A A A A A A A A A A A A R R R R R R R R R R R R R R S S S S S S S S S S S S S A A A A A A A A A A A A A R R R R R P P P P P Z Z Z Z Z S Samson Trl RiverRanchRd E DeinhardLn Scott St Brady Dr TimberRidgeCt Comm erce St StocktonCt Virginia Blvd Stockton Dr E Dienhard Ln Krahn Ln Ellis Rd Fox Ridge Ln Sheila DrSheila Ln MissionSt Elo Rd M org an D r S tate Hwy 5 5 8A RE V I S I O N S DA T E : DE S C R I P T I O N NO . BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N M R R CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 8 A _ O n _ Air p o r t _ L a n d U s e . m x d BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 APRON AREA FIRE SUPPORT AREA HANGAR AREA HANGAR AREA/ SNOW STORAGE NO N A E R O N A U T I C A L A R E A NO N A E R O N A U T I C A L A R E A MCCALL AIRSPACE IS PROTECTED BY 14 CFR PART 77 OBSTRUCTION SURFACES AND THE FOLLOWING ZONING REGULATIONS: TITLE III, CHAPTER 7, SECTION 05 OF THE MCCALL CITY CODE OF ORDINANCES (08-12-2021). AERONAUTICAL AE RONA U T ICA L 0 400 800 Feet EW S N 120 150210 240 300 330 30 60 MAG MAGNETIC DECLINATION 13°19' E AUGUST 2021 SHEET: 14 OF 17 ON A I R P O R T L A N D U S E PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 R O F Z R O F A R S A R P Z D P Z ÆR ]î ²µ ¥J£ [j "k EXISTING FUTURE AIRPORT BOUNDARY CFR PART 77 APPROACH PRIMARY TRANSITIONAL APRON HANGAR RAMP ROAD X FUTURE ROAD PARKING LOT RUNWAY TAXIWAY HELICOPTER PAD RUNWAY BLAST PAD RUNWAY SAFETY AREA (RSA) RUNWAY OBJECT FREE AREA (ROFA) RUNWAY PROTECTION ZONE (RPZ) DEPARTURE PROTECTION ZONE (DPZ) RUNWAY OBSTACLE FREE ZONE (ROFZ) 55 DAY-NIGHT NOISE LEVEL (DNL) 60 DAY-NIGHT NOISE LEVEL (DNL) 65 DAY-NIGHT NOISE LEVEL (DNL) 70 DAY-NIGHT NOISE LEVEL (DNL) CAMPGROUND CHURCH FIRESTATION GOVERNMENT PARK SCHOOL MCCALL CITY LIMITS ZONING PUBLIC FACILITIES SAFETY AREAS NOISE CONTOURS LEGEND ITEM DESCRIPTION MISCELLANEOUS PART 77 SURFACE PAVEMENT R R R P P P Z Z Z DDP P Z Z "A " " " " " k k k k k [ [ [ [ [[ [ j j j j j j j Æ ¥ ¥ ¥ ¥ ¥ ¥¥ ¥ ¥ ¥ J J J J J JJ J J J £ £ £ £ £ ££ £ £ £ s s P ²µ ] ] ] ]] ] ] ] î î îî î î î î Æ Æ Æ Æ R R R R SHEET: 15 OF 17 8B RE V I S I O N S DA T E : DE S C R I P T I O N NO . OF F A I R P O R T L A N D U S E BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N M R R CH E C K E D B W C AP P R O V E D J W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 8 B _ O f f _ A i r p o r t _ L a n d U s e . m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 0 1,400 2,800 Feet EW S N 120 150210 240 300 330 30 60 MAG MAGNETIC DECLINATION 13°19' E AUGUST 2021 R O F Z R O F A R S A R P Z D P Z ÆR ]î²µ ¥J£[j "k EXISTING FUTURE AIRPORT BOUNDARY CFR PART 77 APPROACH PRIMARY TRANSITIONAL HORIZONTAL CONICAL AIRPORT PAVEMENT ROAD RUNWAY SAFETY AREA (RSA) RUNWAY OBJECT FREE AREA (ROFA) RUNWAY PROTECTION ZONE (RPZ) DEPARTURE PROTECTION ZONE (DPZ) RUNWAY OBSTACLE FREE ZONE (ROFZ) 55 DAY-NIGHT NOISE LEVEL (DNL) 60 DAY-NIGHT NOISE LEVEL (DNL) 65 DAY-NIGHT NOISE LEVEL (DNL) 70 DAY-NIGHT NOISE LEVEL (DNL) CAMPGROUND CHURCH FIRESTATION GOVERNMENT PARK SCHOOL MCCALL CITY LIMITS MCCALL IMPACT ZONE VALLEY COUNTY BOUNDARY CIVIC AIRPORT INDUSTRIAL CENTRAL BUSINESS DISTRICT COMMUNITY COMMERCIAL HIGH DENSITY RESIDENTIAL MEIUM DENSITY RESIDENTIAL LOW DENSITY RESIDENTIAL RESIDENTIAL (1 ACRE) RURAL RESIDENTIAL ESTATES (5 ACRES) RURAL RESIDENTIAL (10 ACRES) COMMERCIAL FOREST LAND GRAZING AND CROP LAND RESIDENTAIL RURAL RESIDENTIAL WASTE OTHER - MISCELLANEOUS MCCALL ZONING VALLEY COUNTY LAND USE ZONING PUBLIC FACILITIES NOISE CONTOURS PAVEMENT SAFETY AREAS LEGEND ITEM DESCRIPTION MISCELLANEOUS PART 77 SURFACE 5070' 5040' 5020' 5030' 5030' 5020' 5010' 5050' 5000' 5040'5060' 5030' 5 0 3 0' 5020' 5010' 5040' 50 8 0 ' RiverRanchRd M org a n Dr E Deinhard Ln Floyde St Stibnite St E McGinnis St E Dienhard Ln Krahn Ln NSamson Trl Thula St RioVistaBlvd Mission St Sta te Hwy 55 RiverRanchRd M org a n D r E Deinhard Ln Floyde St Stibnite St E McGinnis St E Dienhard Ln Krahn Ln NSamson Trl Thula St Rio V is t a Blvd Mission St Sta te Hwy 55 SHEET: 16 OF 17 9 RE V I S I O N S DA T E : DE S C R I P T I O N NO . PH O T O A N D C O N T O U R BO R D E R S I Z E 1 1 " X 1 7 " DE S I G N E D D E S I G N DR A W N M R R CH E C K E D B W C AP P R O V E D J L W Do c u m e n t P a t h : K : \ 2 0 0 0 6 9 - C D Y \ 5 _ G I S \ M Y L _ S h e e t _ 9 _ P h o t o_ C o n t o u r . m x d PROJECT # 200069 DATE: NOV 19, 2021 Mc C A L L M U N I C I P A L A I R P O R T BO I S E , C H E Y E N N E , C O D Y , C O E U R D ' A L E N E , HE B E R C I T Y , M E R I D I A N , N A M P A , & S P O K A N E PH O N E : 2 0 8 . 4 3 3 . 1 9 0 0 W W W . T O - E N G I N E E R S . C O M A. I . P . N O . : 3 - 1 6 - 0 0 2 3 - 0 2 8 - 2 0 2 0 19 9 8 W . J U D I T H L A N E BO I S E , I D 8 3 7 0 5 R O F Z R P Z R P Z R S A R O F A5059.0'5043.6'5028.6'5013.2'4998.2'4983.2'5074.0'5089.8'EXISTING FUTURE EXISTING FUTURE PAVEMENT RUNWAY SAFETY AREA (RSA)APRON RUNWAY OBJECT FREE AREA (ROFA) HANGAR RAMP RUNWAY PROTECTION ZONE (RPZ) ROAD RUNWAY OBSTACLE FREE ZONE (ROFZ) X FUTURE ROAD PARKING LOT MAJOR CONTOUR RUNWAY MINOR CONTOUR TAXIWAY HELICOPTER PAD BUILDING RUNWAY BLAST PAD AIRPORT BOUNDARY DIGITAL ELEVATION MODEL (DEM) BUILDING MISCELLANEOUS LEGEND ITEM DESCRIPTION ITEM DESCRIPTION 2FT CONTOURS SAFETY AREAS 0 500 1,000 Feet EW S N 120 150210 240 300 330 30 60 MAG MAGNETIC DECLINATION 13°19' E AUGUST 2021