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2010 - (#13) Airport Layout Plan
Q d t ♦� O t ♦ � I ///�/!////� \`.♦ ' moo` C� - 20 � E CONSERVATION \ ♦! ♦ ,'` EASEMENT % \ ♦ t ♦ ;: 32.3 ACRES / f,. 041 i �/ !,'.✓ •f ! / /..-/ / / / ! / / / / /'_... _;�°/ 20 FUf1JRE:EA$EMENTOR`` 11 PROP RTI` ACQUTSITION C ✓/$ I 12 8'ACRE$ f: / �f•� ° '"``"`' - \, - - zx --- x�\� \ x \` ///,! FUT E RUN AY t ROTEC ON 00, t �Z E 1000' 1510t x 1700' \ - - - - / . (` �_ / / FUTURE CORPORATEIL I m0.►;,i' r ! % T FUTURE 1-===------ s,. .I I _ ,\ /�'. DEVELOPMENT I � RETENTION I � // / ,N � o ''• �'� 1 <J _ • EXTSTI RUNWAY PROTECTION POND � I i , .��� \ / �+;''�. � --- _ -. / �-„ = � � \,. - / J .. 1 I I / -� - aI ZONE (500 x 700' x 1000') I I - I F VEGETATIV_ I I• t BARRIERLLI GATE SEE NOTE 2 + -----. I 7 I' o I ti i y / , o ¢ .,. ! / e 1 ♦ ) GATE I / / P I i C0 ¢I EJ' , I I co :fir. ° \ / f / UTURE I I�{. F y o r i 0-1 I I I -t > I � 1 -•-- - ; i , i �� II iiiLJ l } I • _ > y,Y T \ FUTUR ATCT / r / TIT ffL � I '1 III I � } �II 8 < ___.. _-- „ ., ;. ,�; I I I (�i �`- ll1UT I I \ n .tea ., -•- - - ? / _ ,� _..IG' 1 I. - I GATE / /'/ S i /., J. - O rfi / . \ ...: O. P FUTURE y - AD g5' x.150') r / I \ / . J,: G / FUTURE 46N-PRECISIO FUTURE/ � , I � _I I I �I\ ,� .. \ `C' D � � _ CORPORATE p . ,. c' P MARKINGS DEVELOPMENT > � ,GATE o . • ; y+�' I 1 I I � I � '11�` . /,,, _ . "T �/ ;' . ;� ` �' '; x /_ 1 -/ ------- I -�.- � I`-\ -'I �i+; ��� \.:. \ %, J, Rat ,� ) �, / „- i R{JNWAY PROTECTION ZONE .,.✓�' 500' x 700' x 1000' I_, Ii II -- - - N 4�ONE 1 ZONE 0 x - -� . - A ' GATE GATE �>� �l"�` �" \eRL BACKUP BEACON �RL e BRA FUTURE AIRPORT DRIVE EAST ! 'BEACON \ \ \♦ \` GOLF COURSE \ \ \� MAINTENANCE BUILDING �AT (TO BE RELOCATED) o ALTERNATE PUBLIC FUEL` `\��`J a WORKS FACILITIES -TANK \ \ 9/10CATION F1TURE COMM (+> TOWER (50{ AGL} \ O,QT\\ ° \♦ ' \ WAN E+3`� /ALTERNATE GOLF COURSE +/ COMPLEX /t L COURSE I �/ ,I/ALTERNATE / ENTER019 ALL WEATHER WIND..ROSE RUNWAYS 4-22 & 8-26.COMBINED = 96.4% FOR 10.5 KNOTS 97.4% FOR 13 KNOTS 1+0 rs N 5AP 350 360 10 2 51511 N 38 .3 Y E 'Os fitiQAs ry0 rb31 �N� FO 0.2 'y�C so 0.1 0.1 o� `� s 0 0.1 0.4 04 0.2 0.2 0.5 Zm O o N 0.2 ?a H . 0. � 8 p - - � 00 W ti 270 W 0.1 •9 0.3 3.5 16.6 �`•' 7.0 2 E 90 E .1 y9 Sq. 0.5 0.1 z Y T. O ♦1 2nn o.z 0.2 co c W 0 . 0.3 Q 0.0 0:1 0 0.2 0.1 O ^ry a.° 0.0 o.a 0 RUNWAY 4-22 �1ors 91.1 % 10.5 KNOTS --''o S s5 ego 97,4% 13 KNOTS 0 190 180 170 160 RUNWAY 8-26 92.0% 10.5 KNOTS F� S >rti oT s SOURCE: WIND DATA OBTAINED FROM THE NATIONAL CLIMATE DATA:CENTER. COLLECTED AT THE VERO BEACH MUNICIPAL AIRPORT FOR THE YEARS 1948 TO 1983. LEGEND EXISTING FUTURE DESCRIPTION ® AIRPORT REFERENCE POINT - - - - NIA PROPERTY LINE BRL --- BRL --- BUILDING RESTRICTION LINE (20') RVZ --- RVZ --- RUNWAY VISIBILITY ZONE RSA --- RSA --- RUNWAY SAFETY AREA -ROFA - --- ROFA- -- RUNWAY OBJECT FREE AREA - - - - - - - I NIA PONDS & DRAINAGE FEATURES /20 N/A CONTOUR LINES X 20.0 X (20.0) SURFACE ELEVATION ............. ....... < ... LEASE LINES X xX FENCE RUNWAY PROTECTION ZONE (RPZ) _ BUILDING [ AIRFIELD PAVEMENT N/A I- . ,/z`7. FUTURE EASEMENT OR ACQUISITION N/A X k PAVEMENT TO BE REMOVED - v+ N/A WETLAND AREAS AND BUFFERS --------- ROADS a� RUNWAY MARKINGS .» c c THRESHOLD LIGHTS P WINDSOCK ® PAPI ' - _ ONSITE SURFACE WATER / DRAINAGE RUNWAY DATA ITEM RUNWAY 4-22 RUNWAY 8-26 EXISTING FUTURE EXISTING FUTURE RUNWAY CATEGORY (NPIAS) GENERAL AVIATION SAME GENERAL AVIATION SAME RUNWAY DIMENSIONS 150' x 4,024' 75' x 4,024' 75' x 3,200' SAME TRUE BEARING 225.15' or 45.15' SAME 89.880 or 269.880 SAME EFFECTIVE GRADIENT (%) 0.07 SAME 0.08 SAME SAFETY AREA DIM. (R/W ENDS) 150' x 300' SAME 120' x 240' 150' x 300' OBJECT FREE DIM. (RNV ENDS) 500' x 300' SAME 400' x 240' 500' x 300' ROFZ .DIM. (R/W ENDS) 400I x 200, SAME 250 x 200' 400I x 200' PAVEMENT TYPE ASPHALT SAME ASPHALT SAME PAVEMENT STRENGTH 22,000 LBS. S.W. SAME 12,500 &W. SAME RUNWAY LIGHTING: MIRL SAME NONE MIRL RUNWAY MARKING BASIC NON -PRECISION BASIC NON -PRECISION TAXIWAY LIGHTING NONE MITL NONE MITL AIRCRAFT REFERENCE CODE A-11 B-II B-I (SMALL A/C ONLY) B-11 CRITICAL AIRCRAFT DHC-6-300 TWIN OTTER CESSNA 560 EXCEL KING AIR B-100 KING AIR C-90B R/1N 4 R/W 22 R/W 4 R/W 22 RNV 8 R/W 26 RNV 8 RNV 26 VISUAL AIDS PAPI PAPI PAPI/REIL PAPI/REIL PAPI PAPI PAPI/REIL PAPI/REIL FAR PART 77 APPROACH CATEGORY NONE NONE NON-PREC NON-PREC NONE NONE NON-PREC NON-PREC APPROACH SLOPE 20:1 20:1 34:1 34:1 20:1 20:1 20:1 20:1 APPROACH VISIBILITY MINIMUMS NONE NONE > 3/4. MILE > 3/4 MILE NONE NONE NONE NONE TYPE INSTRUMENT APPROACH NONE NONE GPS GPS NONE NONE NONE NONE RUNWAY END COORDINATES ` (NAD 83)- N27748'31.268" LAT W80°30'01.120" LON N27'48'59.394" LAT W80'29'29.386" LON SAME SAME N27°48'50.583" LAT W80°30'00.482" LON N27'48'50.527" LAT W80°29'24.831" LON SAME SAME END ELEVATION (NAVD 88) 18.2' MSL 21.1' MSL I SAME SAME 18.2' MSL 20.8' MSL I SAME SAME * Runway end coordinates shown were surveyed by McMillen Surveying, Inc. on 7/18/05 EXISTING BUILDING DATA TABLE BLDG. NO. DESCRIPTION TOP EL. (MSL) 1 -DE SHEA AVIATION 47'± 2 SKYDIVE SEBASTIAN 41'± 3 SEBASTIAN AERO SERVICES 43'± 4 VELOCITY AIRCRAFT 47'± 5 AIRPORT TERMINAL 40'± 6 VELOCITY SERVICE CENTER. 36'± 7 T-HANGARS (20 UNIT) EACH 40'± 8 GOLF COURSE MAINTENANCE 38'± 9 GOLF COURSE CLUB HOUSE 45'± 10 ELECTRICAL VAULT 38'± 11 POLICE EVIDENCE COMPOUND 35'± 12 AIRPORT MAINTENANCE BUILDING 35'± AIRPORT SPONSOR APPROVAL THIS AIRPORT DRAWING IS APPROVED BY: (SIGNATURE) DATE: NAME: TITLE: F FUTURE BUILDING DATA TABLE BLDG. NO. DESCRIPTION' TOP EL. ABOVE GROUND A 2,500 SF HANGAR 15'± B 5,600 SF HANGAR 20'± C 6,400 SF HANGAR 25'± D _ . 10,000 SF HANGAR 50'± E 3,600 SF HANGAR 20'± F 12,500 SF 10 UNIT T-HANGAR 20'± G 22,700 SF 18 UNIT T-HANGAR 20'± H 24.000 SF 20 UNIT T-HANGAR 20'± 1 10,000 SF HANGAR 50'± J 24,000 SF FLEX HANGAR 20'± K 17,500 SF FLEX .HANGAR 20'± L 17,500 SF 14 UNIT T-HANGAR 20'± M : 11,250 SF HANGAR 50'± N 5,000 SF HANGAR 20'± O 3,7.50 SF HANGAR 18'± P 4,300 SF BUILDING / FBO 15'±. Q 10,000 SF HANGAR 20'± -R 2,500 SF CAFE / RESTAURANT 15'± AIRPORT DATA ITEM EXISTING FUTURE AIRPORT ELEVATION 21.1' SAME AIRPORT HIGHEST ELEVATION 21.1' _ SAME AIRPORT LOWEST ELEVATION 16.5' SAME RUNWAY INTERSECTION ELEVATION 20.5' SAME AIRPORT REFERENCE POINT LATITUDE N27048'47.646" SAME LONGITUDE W80029'44.109" SAME MEAN MAX. TEMP (HOTTEST MO.) 90OF SAME AIRPORT SERVICE LEVEL (NPIAS) GENERAL AVIATION SAME AIRCRAFT REFERENCE CODE A -II B-11 TERMINAL NAVAIDS BEACON SAME CITY OF M7B Sebastian Municipal Airport City of Sebastian HOME OF PELICAN ISLAND THE LPA GROUP rA No. Revision By: Date i NOTES: 1. THIS DOCUMENT WAS PREPARED FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED FOR ANY OTHER USE. Drawing Name, 2. 50 FOOT VEGETATIVE BARRIER REQUIRED INSIDE AIRPORT PROPERTY LINE s, z _ AIRPORT LAYOUT PLAN 0 -150 300 450 600 MAGNETIC DECLINATION ANNUAL RATE OF CHANGE 4' PER YEAR GRAPHICAL SCALE BAR IN FEET CALCULATED 11/12/2007 -Project Number: Drawn By: Checked By: PL412025 DPN RWO Date: Drawing Number: May201 a , 'L.i Scale: V = 300' 1 %N'�" i,� - �, .� � , . � , " �,, -P u , �p', i, ,. E,, j11 I � - , , �-, � , e , , , " , r, ", ---I,, M__ � .. � - ��, , ,;-."r, "��� �� � - I -� I � I'll, . � , mw', ,� , "I",", 11 , � - , x , ""' ,,,�'T?9,1� , - ;, �, � " , , ,, ,,, - F��,,�,�e,ilj�,,���,,i7,�'�,�',I��� - , , i, " � , - - I ,�,Vg " 'I, ,,� ... .. .. lj,�,' il,;&,�,v �, �, , � Ak I "'. rl�",, I , "��,�. 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