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HomeMy WebLinkAbout2002 - (#8) Airport Layout PlansLOCATION MAP 0 50 100 150 APPROXIMATE SCALE IN MILES Jacksonville f West Sebastia.q- IV-unic t Airoort Sebast-i'an, HOME OF PELICAN ISLAND OPERATED BY: City of Sebastian PREPARED BY: GROUP -' TRANSPORTATION CONSULTANTS INDEX OF DRAWINGS TITLE AIRPORT LAYOUT PLAN TERMINAL AREA PLAN RUNWAY 4-22 PROTECTION ZONE. PLANS AND PROFILES RUNWAY 13-31 PROTECTION ZONE PLANS AND PROFILES RUNWAY 9-27 PROTECTION ZONE PLANS AND PROFILES FAR PART 77 SURFACES CURRENT RUNWAY CONFI F F AR PART 77 SURFACES GURATION UTURE RUNWAY CONFIGURATION AIRPORT LAND USE PLAN AIRPORT PROPERTY MAP SHEET NO. Palm Bea,;h � ers Fort 3 Lauderdale 4 Miami 5 do 7 8 Key West Sebastia.q- IV-unic t Airoort Sebast-i'an, HOME OF PELICAN ISLAND OPERATED BY: City of Sebastian PREPARED BY: GROUP -' TRANSPORTATION CONSULTANTS INDEX OF DRAWINGS TITLE AIRPORT LAYOUT PLAN TERMINAL AREA PLAN RUNWAY 4-22 PROTECTION ZONE. PLANS AND PROFILES RUNWAY 13-31 PROTECTION ZONE PLANS AND PROFILES RUNWAY 9-27 PROTECTION ZONE PLANS AND PROFILES FAR PART 77 SURFACES CURRENT RUNWAY CONFI F F AR PART 77 SURFACES GURATION UTURE RUNWAY CONFIGURATION AIRPORT LAND USE PLAN AIRPORT PROPERTY MAP SHEET NO. VICINITY MAP ►I SECTION 121 0 0.25 0.5 1.0 APPROXIMATE SCALE IN MILES SECTION 31 TWP. 30 S., RNG. 39 E. MAIN ST. SECTION 6 z . 31 S., RNG. 9 lh SECTION 7 31 S., RNG. 39 2 3 Y 4 5 6 7 8 9 VICINITY MAP ►I SECTION 121 0 0.25 0.5 1.0 APPROXIMATE SCALE IN MILES SECTION 31 TWP. 30 S., RNG. 39 E. MAIN ST. SECTION 6 z . 31 S., RNG. 9 lh SECTION 7 31 S., RNG. 39 ♦ � 1 �/ � SELL '•\ . \ ; \ \ 009 ♦ \ �� `( -� \ �', 1 / 1 t Iii `\ `♦ \BnOJ.,•'" \ Lam' FUTURE CORPORATE ': ' ,r �\+ 1 < DEVELOPMENT I i i RESERVED SKYDIVE ` \ I LANDING/DROP ZONE \ ` J t 328' RADIUS (100 M). a- --•-----•-- 11 • 1 /\ 1 _ ` \ti .."•i I VACANT AVIATION USE ' GREENSPLUS I \\\ N, \ 11 LEASEHOLD $ ! `\ ...................... •• j � i �• 1 i i II \O�'9 i 2 x! w FH II 2 F� i FUTURE CORPORATE .S DEVELOPMENT • 4 , RUNWAY •�- - �;------! •-.,.._'ROTECTION ZONE (. !- ,I; X700 X�0"000 ............ 5 EIL18.1' i EL.15.2' I ' 1 .: (� SERVICE ROAIj h...............� I ' _- I ruiuKt CORPORATE DEVELOPMENT ---------•-------._..4 �] V V L) v v / Ii n n rn r---1 V L tI ._.-.-._.-.-.- o r ` I ►, _RELOCATION r }I-1 r II I, OF I 1 W I cnp I 13 i j / ' ? / 'o, y FUTURE 1 CORPORATE i = ' 0� DEVELOPMENT s .1001/ / // Ole /i/. •� ice,. EL. 14.6* O + I \o�^ �\ Qtr°° + ' 4, / o Q` _ o </ i \ i FUTURE CORPORATE DEVELOPMENT. TO PROTECT OPERATIONAL SAFETY AND FUTURE DEVELOPMENT, ALL PROPOSED CONSTRUCTION ON THE AIRPORT MUST BE COORDINATED BY THE AIRPORT OWNER WITH THE FAA AIRPORTS DISTRICT OFFICE PRIOR TO CONSTRUCTION. FAA's REVIEW TAKES APPROXIMATELY 60 DAYS. RUNWAY 4-22 ALL WEATHER WIND ROSE 91.1% 10.5 KNOTS RUNWAYS 4-22 & 13-31 COMBINED = 97.4% 13 KNOTS 97.9% FOR 10.5 KNOTS 99.4% FOR 13 KNOTS % �•\ RUNWAY 13-31 RUNWAYS 4-22 & 9-27 COMBINED = .\ 96.4% FOR 10.5 KNOTS / \ 91.0% 10.5 KNOTS 97.4% FOR 13 KNOTS / •� 97.1% 13 KNOTS \ RUNWAY 9-27Is, .\ 3A0 550 360 10 ♦♦ '\ ' 92.07. 10.5 KNOTS N �?o • � RC 0.2 0.0 Cy O LEGEND EXISTING FUTURE DESCRIPTION `® AIRPORT REFERENCE POINT - - - - N/A PROPERTY LINE BRLBR! _1R_ BUILDING RESTRICTION LINE (20') RVZ R_ RUNWAY VISIBILITY ZONE ... --- RSA -- .. __• (I,S RUNWAY SAFETY AREA _ OFA_ _ (QFA RUNWAY OBJECT FREE AREA ROFZ _ �( �?FZ _ _ RUNWAY OBJECT FREE ZONE ......... N/A PONDS & DRAINAGE FEATURES ' I'II/A CONTOUR LINES X 20.0 X (20.0) SURFACE ELEVATION ................ LEASE LINES FENCE �_.--�'��I�.--•�•�"' RUNWAY PROTECTION ZONE (RPZ) BUILDING N/A [, ,;'�,•- ULTIMATE R/W ORIENTATION �» «. coo ow THRESHOLD LIGHTS rI P WINDSOCK 91 0 PAPI \ -p ,yam / a ° �o �jo S 15 0 ' / ♦ Js s '� � BY: / -__\/' ` 0 19 � / t t 0 180 170 \_ % Ile / `��'%''� TITLE:1000, 100, / i/• .i ' / \.Q0 //, SOURCE: BY. \'`9 / ' �� WIND DATA OBTAINED FROM THE NATIONAL CLIMATE DATA CENTER. COLLECTED TITLE: / AT THE VERO BEACH MUNICIPAL AIRPORT FOR THE YEARS 1948 TO 1983. ' T RUNWAY DATA P ��' '�' •/• RUNWAY 4-22 RUNWAY 13-31, RUNWAY 9-27 v/` I TEM ' AIRPORT ADMINI TON' _ EXISTING FUTURE EXISTING FUTURE MAINTENANCE 1NG RUNWAY CATEGORY (NPIAS) GENERAL AVIATION SAME GENERAL AVIATION GENERAL AVIATION 021 75' x ' 3 200' ���✓�, p RUNWAY DIMENSIONS 100 x 4,024 SAME 150 x 4,021' , TRUE BEARING 225.15' or 45.15' SAME 135.16' or 315.16' 89.88' or 269.88' ' P { 0.07 SAME 0.11 0.08 I3RL) EFFECTIVE GRADIENT ', ZONE (%} AY PROTECT1flNSAFETY AREA DIM. (R/W ENDS) 150' x 300' SAME 150' x 300' 120' x 240' �___�------------- -� RUNW•,_•...� jT XIWA �____._._,__.�. r, _.•-1• ,foo, x .�CflC OBJECT FREE DIM. (R/W ENDS) 500 x 300 SAME 500 x 300 400 x 240 """"*- "" x ROFZ DIM. (R/W ENDS) 400' x 200' SAME 400' x 200' 250' x 200' .� .:..._..: (ROFA) (' 500 _. -- = ~ • EE NOTE 3 N l PAVEMENT TYPE ASPHALTI SAME ASPHALT ASPHALT Nsk •.............•... • .... - $ PAVEMENT STRENGTH 22,000 LBS. S. W. SAME 22,000 LBS. S.W. SEE NOTE 2 17 - -- - 7 1 ; RUNWAY LIGHTING LIRL (NSTD) MIRL NONE MIRL >a,,�. .I...t,w...�a......�-.,��..� ss ... 3 EL20.7' - -_ RUNWAY MARKING _ BASIC NON -PRECISION BASIC NON -PRECISION `-----`--- 1 TAXIWAY LIGHTING NONE MITL NONE MITL -----.--•-_ 'FSI1I �----•�w------- � ; I AIRCRAFT REFERENCE CODE A -II � B -II A -II B -I (SMALL A/C ONLY) IO;'A) _ i I ij CRITICAL AIRCRAFT DHC -6-3 0 KING AIR B-200 DHC -6-.300 KING AIR B-100 W'F' O ATING t3' AC�SN - - - - --- - - --__._..vACANT .-,�,LL• l R/W 4 R/W 22 R/W 4 R/W 22 R/W 13 R/W 31 R/W 9 R/W 27 .�._. � AVIATION ,_' ! �-.�.�•�..i VISUAL AIDS NONE NONE PAPI/REIL PAPI/REIL NONE NONE PAPI/REIL PAPI/REIL ----__-- _-=---_-- ;. APPROACH CATEGORY _ VISUAL VISUAL NON-PREC. NON-PREC. VISUAL VISUAL NON-PREC. NON-PREC. - 0 0 _ APPROACH SLOPE 20:1 20:1 34:1 34:1 20:1 20:1 20:1 20:1 8 APPROACH VISIBILITY MINIMUMS NONE NONE > 3/4 MILE > 3/4 MILE NONE NONE > 1 MILE > 1 MILE RUNWAY SURVEY TYPE N/A N/A C C N/A N/A ANP ANP 'S°' \\ \ %� `� ` RUNWAY END COORDINATES N27'48'31.27" LAT N27'48'59.40"LAT N27'49'09.89"LAT N27.48'41.70"LAT N27'48'50.56"LAT N27'48'50.49"LAT 11 SAME " " TO �\ '� �` (NAD 83) W80-30'01.11- LON W8049 29.37 LON W80'30 01.06 LON W80'29 29.44 LON W80 30 00.48 LON W80'29 24.84" LON END ELEVATION (NAVD 88) 18.2' MSL 21.1' MSL SAME 16.5' MSL 21.1' MSL 18.1' MSL 20.7' MSL RUNWAY DATA NOTES: A. RUNWAY 9-27 ENDPOINTS COORDINATES, ELEVATIONS, AND �� EFFECTIVE GRADIENT HAVE BEEN ESTIMATED. BUILDING DATA TABLE j N B. RUNWAY SURVEY TYPE CODES DEFINE IN FAA ADVISORY V\ CIRCULAR 5300-13, CHANGE 6, APPENDIX 16. BLDG. N0. FUNCTION TOP EL. (MSL) O �� 150 / o 1 AEROTRACE 47't 2 SKY DIVE SEBASTIAN 41'f + j �%F.0 S `� 3 SEBASTIAN AERO SERVICES 43't ,\ T =% 4 VELOCITY AIRCRAFT 47't 5 VELOCITY AIRCRAFT 33't X. 6 PRIVATE HANGAR 43'f 0 150 30) 450 600 7 JS AVIATION 44'f 8 GOLF COURSE MAINTENANCE 38't 9 GOLF COURSE CLUB HOUSE 45't ./ �\ GRAPHICAL SCALE BAR IN FEET 10 ELECTRICAL VAULT 38't A, -r r• �� % Z � OF MAGNEAC DECLINATION a Sebastian Municipal Airport Zo . \ 1985 ��` City of Sebastian AIRPORT DATA I HOME OF ICANTiSLAND APPROVALS FEDERAL AVIATION ADMINISTRATION DATE: CITY OF SEBASTIAN DATE: +� '� ITEM EXISTING _FUTURE %y,;' AIRPORT ELEVATION 21.1' SEE NOTE 2 - - ,1,�/9- AIRPORT HIGHEST ELEVATION 21.1' SEE NOTE 2 -- No. Revison '' > AIRPORT LOWEST ELEVATkON 16.5' � SEE NOTE 2 RUNWAY INTERSECTION ELEVATION 20.5' 1 SEE NOTE 2 c " AIRPORT REFERENCE POINT ! LATITUDE N27'48'50.56" N27'48'47.63" LONGITUDE W80'29'45 25 1 W80'29 44.10 �`'\ MEAN MAX. TEMP (HOTTEST MO.) 907 SAME GENERAL AIRPORT SERVICE LEVEL (NPIAS) 9 Name: \ \ •��i �' ,' ` GENERALL SAME Drawing AIRCRAFT REFERENCE CODE A -II B -II NOTES: 1. THIS DOCUMENT WAS PREPARED FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED FOR ANY THE LPA L••�- _ GROUP By. AIRPORT LAYOUT PLAN OTHER USE. Project Number. 2. TO BE DETERMINED ONCE RUNWAY 9-27 IS RE -ACTIVATED. OR412001 3. DISTANCE TO ROAD EDGE IS 290 FEET, HOWEVER CHANGE Date: I MARCH 2002 IN TOPOGRAPHY PROVIDES NECESSARY 15 FOOT VERTICAL Scale: CLEARANCE. 1" = 300' Date Drawn By: Checked By: DMF I DJD Drawing Number: 1 of 9 — — — — — — — — — — — — -- RESERVED SKYDIVE LANDING/DROP ZONE VACANT AVIATION DEVELOPMEt ,�,,-v v LEGEND EXISTING FUTURE DESCRIPTION 2.0 AC[�Es 4-- 2.0 ACRES 00 C)y0a @ AIRPORT REFERENCE POINT '1S' N/A PROPERTY LINE \\ \ i \ \ �' /' \ ± 4.5 ACRES FFER BRL (BRL) BUILDING RESTRICTION LINE (20') `� \ \ \ \ //,' ___RVZ___ _(RAIZ ) RUNWAY VISIBILITY ZONE RSA RUNWAY SAFETY AREA y \ / \ \ \ / ROFA "ROFAL RUNWAY OBJECT FREE AREA > ROFZ RUNWAY OBJECT FREE ZONE 2.0 ACRES N/A PONDS & DRAINAGE FEATURES 2.0 A&RES 5.3 ACRES 91 N/A CONTOUR LINES x\ X 20.0 X (20.0) SURFACE ELEVATION C) \X ...... LEASE LINES r RUNWAY PROTECTION ZONE (RPZ) BUILDING AEROTRACEI�' <1 MA GNERC DECLINA nON • A 2.0 ACRES 1985 ULTIMATE R/W ORIENTATION I ± 2.0 A C R-F\S N/A • ><- \FUTURE 000 coo THRESHOLD LIGHTS xli I �/WINDSOCK DEVEL0,PMENT r09 PAPI —11I ilii 35\ \ / \ �u 2.0 RES 2.0 ACRES © I - x� PRIVATE • I / yF \ \ CJ HANGARS 1151 L TOFA SKYDIVE 1 5 Li ,,� -- / \ \ \ // /, P . 0 50 100 150 200 SEBASTIAN FF GRAPHICAL SCALE BAR IN FEET PZIR oe I TE HA ARS 2.0 ACRES x r-ri-ri-Tn L V r-ri-ri-rn JI PR4VATE\\ HANRS /> : Li L:U L -J 1.8 ACRES` L 71/1 'V� FUTUREI-+\ F SEBASTIAN FUEL TIEDOWN AERO 5--, ` FARM SERV F-7 ICES 115' Uli-LUI LI .... I I I I I j j 1-I -T-I -r I -r r-1 A— — — -- — — — — — ---- L --i r-1 F- -i r- r- -1 r- — /> L U-LLJ — — — FKTURE ROTATINGi 0 U -LI -L I -L U U- - I BEACONI 1 F TO BE J- J LJ L J L MOVED FUTURE VELOCITY 01 120 LEASEHOLD — i f 1 v II• �r I Ii I I 0x. Rw 40 -W Sebastian Municipal Airport 4:1 (20BRL I fCity of Sebastian INHOME OF PELICAN -J L -J L J L -J L -J L > ■THE VELOCITY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LPA 0— MA GROUP L -7-,,�- -L - — - — - 25' 25 0 - . . . . . . . 01 No. Revison By: Date TAX IWAY 'B' n St0-11 1 Z., ... (R CL vm zi� ui-- I "NOUN, < •VELOCITY FACILITY I U3 z otf HOLDLINE (TYP.) Drawing Name: TO BE RELOCATED I < PAPI TERMINAL AREA PLAN . . . . . . . . . . . . . . . . . . . . . . . . X (RSA)' 0 . . . . . . A, 4, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Project Number: OR412001 Date: MARCH 2002 Scale: 1"'= 100' Drawn By: Checked By: DMF DJD Drawing Number: 2 of 9 . . . . . . . . 0 0 x Project Number: OR412001 Date: MARCH 2002 Scale: 1"'= 100' Drawn By: Checked By: DMF DJD Drawing Number: 2 of 9 PLAN VIEW RUNWAY 4 i ROSELAND ROAD A I 14.6' CENTERLINE DA 1 I II j i I 34:1 APPROACH SLOPE — _ — — _ `\ , / J 4 — — - A i I F I II A I ' RUNWAY PROTECTION ZONE I _ I I I 4N A 4S /* 4V 4 T .'. � PROFILE - RUNWAY 4 1 RSA .—.—. RSA ._ PLAN VIED RUNWAY 22 Aft I I f I RUNWAY 4 — RIGHT OF CENTERLINE (PROJECTED OUT) 70' (AMSL) 7 34. � \e 60, ` 50' 40' 30' RUNWAY 4 END ELEVATION 18.2' 20' duJil- d d 200 _ '°., - 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 RUNWAY 4 — LEFT OF CENTERLINE (PROJECTED OUT) �e S�F 70' (AMSL) 60' 50' 40' hill 40' RUNWAY 4 , RUNWAY 22 END 30' RUNWAY 4 END DESCRIPTION ELEVATION 21.1' 30' PROPOSED ELEVATION 18.2' (TOP) 200, 20, 20' - - t t't Z � 4 N N N N NN N N N 200 4B a - 47'f 13't - 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 (AMSL) 70' 60' 50' 40' 34:1 APPROACH SLOPE I I I 22F I I E I I { I � I I I i f I I I I PROFILE - RUNWAY 22 RUNWAY 22 — LEFT OF CENTERLINE (PROJECTED OUT) oPE RUNWAY 22 END ELEVATION 21.1' 30' / 20' 200' �N N N N N N N N N N N N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (AMSL) 70' 50' RUNWAY 22 — RIGHT OF CENTERLINE (PROJECTED OUT) SUppE E S�pQ � AO• Y 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+005+00 16+00 17+00 Y GENERAL NOTES: 1. A FIELD SURVEY WAS PERFORMED IN SEPTEMBER OF 2000 LOCATING OBSTRUCTIONS WITHIN THE RUNWAY PROTECTION ZONES (RPZs) AND APPROACH SLOPE SURFACES. 2. OBSTACLE LOCATIONS AND THEIR RESPECTIVE ELEVATIONS WERE OBTAINED BY FIELD OBSERVATIONS. ALL LOCATIONS AND ELEVATIONS ARE "PLUS OR MINUS" AND ARE REPRESENTATIVE OF AVERAGE SITUATIONS ONLY. 3. NUMEROUS SPECIES OF TREES EXIST WITHIN THE RPZs AND APPROACH SURFACES. THOSE TREES SHOWN HEREON REPRESENT THE AVERAGE OF A GROUP OF SPECIFIC TREES. NOT ALL TREES WERE LOCATED THAT MIGHT IMPACT THE RPZs OR APPROACH SURFACES, RATHER JUST A FEW WERE VERIFIED DUE TO BUDGET. 4. ELEVATIONS WERE ESTABLISHED AT THE END OF THE ASPHALT SURFACE FOR EACH RUNWAY AND ARE ACCURATE TO 1/10TH OF A FOOT. THESE ESTABLISHED ELEVATIONS WERE UTILIZED TO CALCULATE THE HEIGHT ABOVE THRESHOLD ELEVATION FOR EACH OBJECT IDENTIFIED. 40' RUNWAY 4 , RUNWAY 22 END OBJECT DESCRIPTION ELEVATION 21.1' 30' PROPOSED (TOP) 200, 20, 4A - N N N N NN N N N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+005+00 16+00 17+00 Y GENERAL NOTES: 1. A FIELD SURVEY WAS PERFORMED IN SEPTEMBER OF 2000 LOCATING OBSTRUCTIONS WITHIN THE RUNWAY PROTECTION ZONES (RPZs) AND APPROACH SLOPE SURFACES. 2. OBSTACLE LOCATIONS AND THEIR RESPECTIVE ELEVATIONS WERE OBTAINED BY FIELD OBSERVATIONS. ALL LOCATIONS AND ELEVATIONS ARE "PLUS OR MINUS" AND ARE REPRESENTATIVE OF AVERAGE SITUATIONS ONLY. 3. NUMEROUS SPECIES OF TREES EXIST WITHIN THE RPZs AND APPROACH SURFACES. THOSE TREES SHOWN HEREON REPRESENT THE AVERAGE OF A GROUP OF SPECIFIC TREES. NOT ALL TREES WERE LOCATED THAT MIGHT IMPACT THE RPZs OR APPROACH SURFACES, RATHER JUST A FEW WERE VERIFIED DUE TO BUDGET. 4. ELEVATIONS WERE ESTABLISHED AT THE END OF THE ASPHALT SURFACE FOR EACH RUNWAY AND ARE ACCURATE TO 1/10TH OF A FOOT. THESE ESTABLISHED ELEVATIONS WERE UTILIZED TO CALCULATE THE HEIGHT ABOVE THRESHOLD ELEVATION FOR EACH OBJECT IDENTIFIED. 0 100 200 300 400 HOR. 0 10 20 30 40 VER. GRAPHICAL SCALE BAR IN FEET Sebastian Municipal Airport City of Sebastian HOME OF PWCAN =AM THE LPA _ GROUP No. Revison By: Date Drawing Name: RUNWAY 4-22 RPZ PLAN AND PROFILES Project Number. Drawn By: Checked By: OR412001 DMF DJD Date: Drawing Number: MARCH 2002 � O Scale: AS SHOWN APPROXIMATE TREE LINE RUNWAY 4 , OBJECT DESCRIPTION ELEVATION HEIGHT ABOVE 34:1 PROPOSED (TOP) APPROACH SURFACE MITIGATION 4A PINE TREE 37'f 3'f CUT 4B UTILITY POLE 47'f 13't REMOVE 4C PINE TREE 45'f 8't CUT 4D UTILITY POLE 51'f 13't REMOVE 4E UTILITY POLE 51'f 11'f REMOVE 4F PINE TREE 42'f 3'f CUT 4G PINE TREE 38't 17'f CUT 4H UTILITY POLE 49't 3't REMOVE 41 PINE TREE 42'f BELOW NONE 4J PINE TREE 62'f 19't CUT 4K PINE TREE 31't 6't CUT 4L UTILITY POLE 48't BELOW NONE 4M UTILITY POLE 48't BELOW NONE 4N PINE TREE 59't 11'f CUT 40 PINE TREE 40't 10'f CUT 4P OAK TREE 67't 25'f CUT 4Q OAK TREE 56'f 22't CUT 4R PINE TREE 38'f 19't CUT 4S PINE TREE 49'f BELOW NONE 4T PINE TREE 60'f 12'f CUT 4U PINE TREE 68'f 22'f CUT 4V PINE TREE 43't 5'f CUT RUNWAY 22 OBJECT DESCRIPTION ELEVATION HEIGHT ABOVE 34:1 PROPOSED (TOP) APPROACH SURFACE MITIGATION 22A PINE TREE 37'f 16'f CUT 228 PINE TREE 53'f 23'f CUT 22C CABBAGE PALM 53'f 3'f CUT 22D PINE TREE 31't 10'f CUT 22E PINE TREE 45't BELOW NONE 22F PINE TREE 70'f 12't CUT 22G PINE TREE 57'f 36'f CUT 22H PINE TREE 40't 15'f CUT 221 PINE TREE 55'f 2'f CUT 22J PINE TREE 56'f 32'f CUT 22K PINE TREE 68'f 36'f CUT 22L PINE TREE 57't 8't CUT 22M PINE TREE 52'f 6'f CUT 22N PINE TREE 58'f 9'f CUT 220 PINE TREE 53'f BELOW NONE ELEVATIONS AS INDICATED IN TABLES ABOVE ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND DISPLAYED IN U.S. FEET. HEIGHT ABOVE THE SLOPE AS INDICATED IN TABLES ABOVE ARE DISPLAYED IN FEET AS CALCULATED ABOVE THE THRESHOLD HEIGHT AND ARE ONLY APPROXIMATE. 0 100 200 300 400 HOR. 0 10 20 30 40 VER. GRAPHICAL SCALE BAR IN FEET Sebastian Municipal Airport City of Sebastian HOME OF PWCAN =AM THE LPA _ GROUP No. Revison By: Date Drawing Name: RUNWAY 4-22 RPZ PLAN AND PROFILES Project Number. Drawn By: Checked By: OR412001 DMF DJD Date: Drawing Number: MARCH 2002 � O Scale: AS SHOWN APPROXIMATE TREE LINE PLAN i 2 OAK TREE PROFILE PLAN 0 PINE TREE PROFILE PLAN CABBAGE PALM PROFILE PLAN QUEEN PALM PROFILE PLAN 0 BAY TREE i PROFILE PLAN cm, WOOD UTILITY POLE I PROFILE AMSL i — ABOVE MEAN SEA LEVEL RPZ — RUNWAY PROTECTION ZONE NA — NOT APPLICABLE 0 — DIAMETER j NAD — NORTH AMERICAN DATUM P.S.M. — PROFESSIONAL SURVEYOR AND MAPPER NO. — NUMBER INC. — INCORPORATED G.P.S. — GLOBAL POSITIONING SYSTEM TYP. — TYPICAL t — PLUS OR MINUS R/W — RIGHT—OF—WAY RSA — RUNWAY SAFETY AREA ROFA — RUNWAY OBJECT FREE AREA 0 100 200 300 400 HOR. 0 10 20 30 40 VER. GRAPHICAL SCALE BAR IN FEET Sebastian Municipal Airport City of Sebastian HOME OF PWCAN =AM THE LPA _ GROUP No. Revison By: Date Drawing Name: RUNWAY 4-22 RPZ PLAN AND PROFILES Project Number. Drawn By: Checked By: OR412001 DMF DJD Date: Drawing Number: MARCH 2002 � O Scale: AS SHOWN PIAN VIED RUNWAY 13 20:1 APPROACH SLOPE - I I3A � II i \ I ' \ f RUNWAY PROTECTION ZONE 1 E 13F 1 13L 3M PROFILE - RUNWAY 13 _ROFA 14H 131 - - RSA F*''-*-*- L --RSA -_ 130 13P 130 ROFA � RUNWAY 13 — RIGHT OF CENTERLINE (PROJECTED OUT) 70' (AMSL) �F 60' 50' 40' 30' RUNWAY 13 END .Y ELEVATION 16.5' 20' 200' 17-00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 RUNWAY 13 — LEFT OF CENTERLINE (PROJECTED OUT) S4 'OF 70' (AMSL) 60' 50' 40' 30' RUNWAY 13 END ELEVATION 16.5' 20' > -r Y M 3 z X O >- d N O M M r7 M M M ton M to M 17 M n n M 200' 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 PLAN VIED RUNWAY 31 O \i 0— e IE II II I ed II II 11 I X 10-X� 1 I I I{ 31A B � II IIQ -I w - 31 _ - - f' 20:1 APPROACH SLOPE 3 D _ _ ROFA RUNWA ROTECTION ZONE jj 1F H 1G 24 ail RSA j I I II _ RSA 1K.I/ 310 ---\ ,10 --- - -� �31L 31 1 II jl�X��w� _ROFA a — 31 N ! 31V 31 31R - I 0/ l0 1 1� I EI II I j 31 \ + II IE r0 (AMSL) 70' 60' 50' PROFILE - RUNWAY 31 RUNWAY 31 - RIGHT OF CENTERLINE (PROJECTED OUT) P� 2D' 40' RUNWAY 31 END ELEVATION 21.1' 30 I_ 200' 20' i Y M z o 0 a- x (1)►- > > 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14-00 15+00 16+00 17+00 RUNWAY 31 — LEFT OF CENTERLINE (PROJECTED OUT) (AMSL) 70' 60' 50' 5�- 40' RUNWAY 31 END .� ELEVATION 21.1' 30' ' _ 200' 20' w a v o m c� x M MI M MI r3 ►� M M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 GENERAL NOTES: 1. A FIELD SURVEY WAS PERFORMED IN SEPTEMBER OF 2000 LOCATING OBSTRUCTIONS WITHIN THE RUNWAY PROTECTION ZONES (RPZs) AND APPROACH SLOPE SURFACES. 2. OBSTACLE LOCATIONS AND THEIR RESPECTIVE ELEVATIONS WERE OBTAINED BY FIELD OBSERVATIONS. ALL LOCATIONS AND ELEVATIONS ARE "PLUS OR MINUS" AND ARE REPRESENTATIVE OF AVERAGE SITUATIONS ONLY. 3. NUMEROUS SPECIES OF TREES EXIST WITHIN THE RPZs AND APPROACH SURFACES. THOSE TREES SHOWN HEREON REPRESENT THE AVERAGE OF A GROUP OF SPECIFIC TREES. NOT ALL TREES WERE LOCATED THAT MIGHT IMPACT THE RPZs OR APPROACH SURFACES, RATHER JUST A FEW .WERE VERIFIED DUE TO BUDGET. 4. ELEVATIONS WERE ESTABLISHED AT THE END OF THE ASPHALT SURFACE FOR EACH RUNWAY AND ARE ACCURATE TO 1/10TH OF A FOOT. THESE ESTABLISHED ELEVATIONS WERE UTILIZED TO CALCULATE THE HEIGHT ABOVE THRESHOLD ELEVATION FOR EACH OBJECT IDENTIFIED. AMSL — ABOVE MEAN SEA LEVEL HONE OF19-4ND RPZ —RUNWAY PROTECTION ZONE THE NA — NOT APPLICABLE LPA _ 0 — DIAMETER GROUP NAD — NORTH AMERICAN DATUM = P.S.M. — PROFESSIONAL SURVEYOR AND MAPPER No. Revison I By: NO. — NUMBER INC. — INCORPORATED G.P.S. — GLOBAL POSITIONING SYSTEM TYP. — TYPICAL i f — PLUS OR MINUS R/W — RIGHT—OF—WAY RSA — RUNWAY SAFETY AREA ROFA — RUNWAY OBJECT FREE AREA Drawing Name: RUNWAY 13-31 RPZ PLAN AND PROFILES Project Number: OR412001 Date: MARCH 2002 Scale: AS SHOWN Date Drawn By: Checked By: DMF DJD Drawing Number: 4 of 9 l RUNWAY 13 OBJECT DESCRIPTION ELEVATION HEIGHT ABOVE 20:1 PROPOSED (TOP) APPROACH SURFACE MITIGATION 13A PINE TREE 55'f BELOW NONE 13B PINE TREE 46'f NA NONE 13C PINE TREE 51'f NA NONE 13D PINE TREE 48'1 7't CUT 13E PINE TREE 39'f 50f CUT 13F PINE TREE 47'1 18'f CUT 13G PINE TREE 27'1 2't CUT 13H PINE TREE 28'1 6't CUT 131 PINE TREE 47'1 29'1 CUT 13J PINE TREE 55'f BELOW NONE 13K PINE TREE 25'f BELOW NONE 13L BAY TREE 41'1 3't CUT 13M PINE TREE 36'f 1'f CUT 13N PINE TREE 44'f 15'1 CUT 130 PINE TREE 55'f 29'f CUT 13P PINE TREE 52'f 23'1 CUT 130 PINE TREE 49'1 31'1 CUT 13R UTILITY POLE 51'1 NA NONE 13S PINE TREE 61'1 NA NONE 13T PINE TREE 56'f NA NONE 13U UTILITY POLE 50'1 NA NONE 13V UTILITY POLE 50'1 NA NONE 13W PINE TREE 61'f NA NONE 13X PINE TREE 50'f NA NONE 13Y PINE TREE 58'1 NA NONE 13Z PINE TREE 54'1 NA NONE RUNWAY 31 OBJECT DESCRIPTION ELEVATION HEIGHT ABOVE 20:1 PROPOSED (TOP) APPROACH SURFACE MITIGATION 31 A PINE TREE 54'f NA NONE 31B PINE TREE 49'f NA NONE I31 C PINE TREE 521 NA NONE 31D PINE TREE 44'f NA NONE I31E PINE TREE 47'1 23'1 CUT 31 F QUEEN PALM 40'f 26'f CUT I 31G PINE TREE 49'1 0'f NONE I 31 H OAK TREE 53'1 BELOW NONE 311 PINE TREE 53'f BELOW NONE 31J PINE TREE 35'1 19'f CUT 31K PINE TREE 30'f 3'f CUT I 31 L CABBAGE PALM 39'1 10'1 CUT I 31 M CABBAGE PALM 45'f NA NONE 31N PINE TREE 44'f 3'f CUT N 310 PINE TREE 39'f BELOW NONE 31P QUEEN PALM 42'f BELOW NONE 31Q PINE TREE 46'1 NA NONE 31R OAK TREE 45'f NA NONE 31S PINE TREE 48'1 NA NONE 31T PINE TREE 55'f BELOW NONE 31U PINE TREE 64'f NA NONE 31 V PINE TREE 55'f NA NONE APPROXIMATE TREE i LINE ELEVATIONS AS INDICATED IN TABLES ABOVE ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND DISPLAYED IN U.S. FEET. HEIGHT ABOVE THE SLOPE AS PLAN OAK TREE PROFILE INDICATED IN TABLES ABOVE ARE DISPLAYED IN FEET AS CALCULATED ABOVE THE THRESHOLD HEIGHT AND ARE ONLY APPROXIMATE. PLAN PINE TREE PROFILE PLAN CABBAGE PALM PROFILE 0 100 200 300 400 HOR. 0 10 20 30 40 PLAN QUEEN PALM PROFILE VER. GRAPHICAL SCALE BAR IN FEET PLAN 0 BAY TREE PROFILE OF PLAN WOOD UTILITY POLE. PROFILE Sebastian Municipal Airport City of Sebastian AMSL — ABOVE MEAN SEA LEVEL HONE OF19-4ND RPZ —RUNWAY PROTECTION ZONE THE NA — NOT APPLICABLE LPA _ 0 — DIAMETER GROUP NAD — NORTH AMERICAN DATUM = P.S.M. — PROFESSIONAL SURVEYOR AND MAPPER No. Revison I By: NO. — NUMBER INC. — INCORPORATED G.P.S. — GLOBAL POSITIONING SYSTEM TYP. — TYPICAL i f — PLUS OR MINUS R/W — RIGHT—OF—WAY RSA — RUNWAY SAFETY AREA ROFA — RUNWAY OBJECT FREE AREA Drawing Name: RUNWAY 13-31 RPZ PLAN AND PROFILES Project Number: OR412001 Date: MARCH 2002 Scale: AS SHOWN Date Drawn By: Checked By: DMF DJD Drawing Number: 4 of 9 l 20:1 APPROACH SLOPE PLAN VIEW RUNWAY 9 P 1 P d CB t ESTIMATED IA- L. L 24 1 I I h t � P 1 I — =. P 0 ROSELAND ROAD RSA 15.2' CENTERLINE I . . . . .RSA ! j —— -- — 1 I I P I P rv��� `'...'V ROFA_ :OFA AIRPORT DRIVE WEST " z 16.7' CENTERLINE PROFILE — RUNWAY 9 RUNWAY 9 - RIGHT OF CENTERLINE (PROJECTED OUT) \ 70' (AMSC) 60 gyp' 7 S�F 50' 40' \� 30' RUNWAY 9 END ELEVATION 16.5 ROSEMD ROAD 0 0 /� = 200' SO.S' YFRTCAI CLEARANCE � 19.51f7t1M.AL CLEAT INCE 0) 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 RUNWAY 9 - LEFT OF CENTERLINE (PROJECTED OUT) �\ 70' (AMSL) \ 60' S�F 50' \ 40' 4 r 30. RUNWAY 9 END ELEVATION 16.5' 0)rn rn rn (7)rn 200 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 PLAN VIEW RUNWAY 27 /_/ T ES IMATED 20:1 APPROACH SLOPE .7 -- — I I 7. 1 1 i 2D I 7E I RUNWAY PROTECTION ZONE 7F I I 1 I 27 P P O V PROFILE — RUNWAY 27 RUNWAY 27 — RIGHT OF CENTERLINE (PROJECTED OUT) (AMSL) 70' OPS 60' �� 1 S�- 50' RUNWAY 27 END ELEVATION 20.7' , 30 I I I 200' ^ ^ m o N N N N N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 y RUNWAY 27 - LEFT OF CENTERLINE (PROJECTED OUT) (AMSL) 70' pPE S� 60' Za 1 50' J 40' RUNWAY 27 END ELEVATION 20.7' 30' I _ 200' 20_ w U- t� N N N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 GENERAL NOTES: 1. A FIELD SURVEY WAS PERFORMED IN SEPTEMBER OF 2000 LOCATING OBSTRUCTIONS WITHIN THE RUNWAY PROTECTION ZONES (RPZs) AND APPROACH SLOPE SURFACES. 2. OBSTACLE LOCATIONS AND THEIR RESPECTIVE ELEVATIONS WERE OBTAINED BY FIELD OBSERVATIONS. ALL LOCATIONS AND ELEVATIONS ARE "PLUS OR MINUS" AND ARE REPRESENTATIVE OF AVERAGE SITUATIONS ONLY. 3. NUMEROUS SPECIES OF TREES EXIST WITHIN THE RPZs AND APPROACH SURFACES. THOSE TREES SHOWN HEREON REPRESENT THE AVERAGE OF A GROUP OF SPECIFIC TREES. NOT ALL TREES WERE LOCATED THAT MIGHT IMPACT THE RPZs OR APPROACH SURFACES, RATHER JUST A FEW WERE VERIFIED DUE TO BUDGET. 4. ELEVATIONS WERE ESTABLISHED AT THE END OF THE ASPHALT SURFACE FOR EACH RUNWAY AND ARE ACCURATE TO 1/10TH OF A FOOT. THESE ESTABLISHED ELEVATIONS WERE UTILIZED TO CALCULATE THE HEIGHT ABOVE THRESHOLD ELEVATION FOR EACH OBJECT IDENTIFIED. OBJECT DESCRIPTION ELEVATION HEIGHT ABOVE 20:1 PROPOSED PLAN (TOP) APPROACH SURFACE MITIGATION 9A UTILITY POLE 50'f 19'f REMOVE 9B UTILITY POLE 50't 10't REMOVE 9C UTILITY. POLE 50'f BELOW NONE 9D UTILITY POLE 47'f BELOW NONE 9E PINE TREE 60't 39'f CUT 9F PINE TREE 60'f 29'f CUT 9G PINE TREE 47't 7't CUT 9H PINE TREE 57'f 39'f CUT 91 PINE TREE 57't 2'f CUT 91 BUILDING 33'f 11't RELOCATE RUNWAY 27 OBJECT DESCRIPTION ELEVATION HEIGHT ABOVE 20:1 PROPOSED (TOP) APPROACH SURFACE MITIGATION 27A POWER POLE 52't 24'f REMOVE 27B PINE TREE 62't 32't CUT 27C PINE TREE 61't .26't CUT 27D PINE TREE 60'f 17'f CUT 27E WOODEN POLE 51't 22'f REMOVE 27F PINE TREE 61'f 27'f CUT 27G PINE TREE 61'f 21'f CUT 27H BUILDING 44'f IN PRIMARY SURFACE RELOCATE 271 SHADE HANGAR 42't IN PRIMARY SURFACE RELOCATE ELEVATIONS AS INDICATED IN TABLES ABOVE ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND DISPLAYED IN U.S. FEET. HEIGHT ABOVE THE SLOPE AS INDICATED IN TABLES ABOVE ARE DISPLAYED IN FEET AS CALCULATED ABOVE THE THRESHOLD HEIGHT AND ARE ONLY APPROXIMATE. AMSL — ABOVE MEAN SEA LEVEL RPZ — RUNWAY PROTECTION ZONE NA — NOT APPLICABLE 0 — DIAMETER NAD — NORTH AMERICAN DATUM P.S.M. — PROFESSIONAL SURVEYOR AND MAPPER NO. — NUMBEF INC. — INCORPORATED G.P.S. — GLOBAL POSITIONING SYSTEM TYP. — TYPICAL f — PLUS CR MINUS R/W — RIGHT—OF—WAY RSA — RUNWAY SAFETY AREA ROFA — RUNWAY OBJECT FREE AREA 0 100 200 300 400 HOR. 0 10 20 30 40 VER. GRAPHICAL SCALE BAR IN FEET APPROXIMATE TREE LINE OF Sebastian Municipal Airport City of Sebastian HOME OF PELICAN MAM THE LPA _ GROUP No. Revison Drawing Name: By: Date RUNWAY 9-27 RPZ PLAN AND PROFILES Project Number: Drawn By: I Checked By: OR412001 DMF DJD Date: Drawing Number: MARCH 2002 � � 01 Scale: 9AS SHOWN PLAN OAK TREE PROFILE PLAN 0 PINE TREE PROFILE PLAN CABBAGE PALM y PROFILE PLAN QUEEN PALM PROFILE PLAN 0 BAY TREE PROFILE PLAN `- WOOD UTILITY POLE I PROFILE OF Sebastian Municipal Airport City of Sebastian HOME OF PELICAN MAM THE LPA _ GROUP No. Revison Drawing Name: By: Date RUNWAY 9-27 RPZ PLAN AND PROFILES Project Number: Drawn By: I Checked By: OR412001 DMF DJD Date: Drawing Number: MARCH 2002 � � 01 Scale: 9AS SHOWN 371 _ . . 0 BIRM. U00 CO »....--.........._.......................... _..-..-............. .... .... ... _-..- D 1.5 PIVIER CO FUTURE NON -PRECISION INSTRUMENT APPROACH RWY 4 800, 600' FUTURE NON -PRECISION INSTRUMENT APPROACH RWY 22 :M 400'4,024' 1 10,000' 400' \ 10,000' 200' EXISTING �- 200' FUTURE APPROACH JTURE A PROACH SURFACE RUNWAY SURFACE SLOPE (34 1) SLOPE (34 1),,,- "�� 200' 200' OBJECT A v --------------------- -------------- - ----------- ----------------------------------- - ------------- -------------- -- -------------------- 14,000' 12,000' 10,000' 8,000' 6,000' 4,000' 2,000' 0 0 2,000' 4,000' 6,000' 8,000' 10,000' 12,000' 14,000' EL. 18.2' EL. 21.1' RUNWAY 4-22 APPROACH PROFILE EXISTING VISUAL APPROACH RWY 13 EXISTING VISUAL APPROACH RWY 31 800' 800' 600' 600' 200' 4,021' f 200' -- EXISTING -�- 400' 5,040' RUNWAY x,000' 400' EXIST NG t,.R:� i INU j- APPRGACH AP'ROACH SURFACE SURFACE 200' �- ,SLOPE '20:1) SLOPE (20:1,;1✓ 200' 01 M \ / / OBJET A ----------------------------------- -------------------------- - ------------- 14,000' ------------------ -------------------- 14,000' 12,000' 10,000' 8,000' 6,000' 4,000' 2,000' 0 0 2,000' 4,000' 6,000' 8,000' 10,000' 12,000' 14,000' EL. 16.5' EL. 21.1' RUNWAY 13-31 APPROACH PROFILE NOTES 1. ALL ELEVATIONS ARE IN MEAN SEA LEVEL (MSL). 2. SEE RPZ PLANS & PROFILES FOR CLOSE -IN OBSTRUCTIONS. y OBSTRUCTION DATA OBJECT DESCRIPTION ELEVATION EFFECTED • HEIGHT ABOVE PROPOSED (TOP) PART 77 SURFACE CONTROLLING SURFACE MITIGATION A TOWER 198' HORIZONTAL 26.9' NONE 0 1000 2000 3000 4000 Sebastian Municipal Airport City of Sebastian HOME OF PEUdCAN M AND THE LPA _ GROUP No. Revison By: Date . Drawing Name: FAR PART 77 SURFACES CURRENT RUNWAY CONFIGURATION Project Number: Drawn By: Checked By: OR412001 DMF I DJD Date: Drawing Number: MARCH 2002 Scale: .6 of 9 AS SHOWN F PLAN VIEW GRAPHICAL SCALE BAR IN FEET 0 1500 3000 4500 5000 HORIZONTAL APPROACH PROFILE GRAPHICAL SCALE BAR IN FEET 0 150 300 450 500 _- 1= VERTICAL APPROACH PROFILE GRAPHICAL SCALE BAR IN FEET Sebastian Municipal Airport City of Sebastian HOME OF PEUdCAN M AND THE LPA _ GROUP No. Revison By: Date . Drawing Name: FAR PART 77 SURFACES CURRENT RUNWAY CONFIGURATION Project Number: Drawn By: Checked By: OR412001 DMF I DJD Date: Drawing Number: MARCH 2002 Scale: .6 of 9 AS SHOWN F BPl, VD CO 371. l 350• 300, -250, FUTURE NON -PRECISION INSTRUMENT APPROACH RWY 4 800' 600' FUTURE NON -PRECISION INSTRUMENT, APPROACH RWY 22 I 400'4,024' 10,000' 400' 10,000 200 --- EXISTING 200" F JTURE APPROACH SURFACE RUNWAY FUTURE APPROACH SURFACE SUPE (34 1) SUPE (341),r''��� 200' ��� _, 200' ---------------------------------------- ------ -------------- ~OBJ ECT A-- -------------------- r 14,000' 12,000' 10,000' 8,000' 6,000' 4,000' 2,000' 0 ' 6,000/0 2,000 8,000 10,000' 12,000' 14,000 EL. 18.2EL. ' 21.1' RUNWAY 4-22 APPROACH PROFILE FUTURE NON -PRECISION INSTRUMENT APPROACH RWY 9 FUTURE NON -PRECISION INSTRUMENT APPROACH RWY 27 800' 800' 600' 600' 3,200' , S,OOG .� FUTURE -- ..,000 400' F1'TV _ RUNWAY FVTI IPE 400' APPRO CH f APPROACH SURFA E SI.RFACE ��LOPE (0:1) SLOPE (20:1 .� 200' _ 200' 200' --- -- --- 200' • OBJECT A 14,000' 12,000' 10,000' 8,000' 6,000' 4,000' 2,000' 0 0 2,000' 4,000' 6,000' 8,000' 10,000' 12,000' 14,000' EL. 18.1' ZEL. 20.7' RUNWAY 9-27 APPROACH PROFILE •ice- '° �� :,�.'�''i s' tr�5,,. `aK6f, _� f i I i ! `� �.�•t t�a� L :.'`-+. - �^tt'00< NOTES OBSTRUCTION DATA rt�''"'L. �� /' j 'y`°� .` l�.`P' *�a f cL`4� } _ '`� t`r���� .,, i ��:5 i �'"����'�•J`�-�.,i� y,,r` F'` / ``:, � � � '��'f � t i';�`g<�{'�'_'.. A ��°�•,,,�� 4,, p$b , � -,! ', Q 1. ALL ELEVATIONS ARE IN MEAN SEA LEVEL (MSL). OBJECT DESCRIPTION ELEVATION EFFECTED HEIGHT ABOVE PROPOSED O , *\,�* �, „ (TOP) PART 77 SURFACE CONTROLLING SURFACE MITIGATION ,. �O' `'� :`1x`41 i 1 j`~� �W t 2. SEE RPZ PLANS & PROFILES FOR CLOSE -IN 26.9 NONE �� .:: j s i I -W �• ! ► ¢ r s._ A TOWER 198' HORIZONTAL ' L� �F-I .` OBSTRUCTIONS. ALL ELEVATIONS ARE = ; � M EAN SEA LEVEL MSL ': •--•' 4�. '�=�'``'s"'�• 1z...��� `,�� Vtix. �Q Q / �#kyr-•�- -'-`•, ,� t.,s. ."�.��.�� .... � r'��� {`;, � .� �} "`� f ��� f �r'� . � l� 3 L'�... 3 't II t ""..�"," "+�,�'a. �,,,e�, ; i �• ••-,.�......:_.,,.....M fs-'t ::.,"` €y 1 .,,Sr n ~'4-�'Y€"+, '�"` .�s � •`'_' °1 i g., •`�•�.,,-�py..�-��',��r�-�` �i x""� p ` � &1Z, `3"a}� �A,- Z �'� " 1 T C'ro �'� � �?. ��-••3` i,•� 1 I � "� { �- `t''r # F '}w ,+� „��#tc ,� f L..-.%eti SyuS-j�:� Y., � � � '1.. ' �.-^,,�""��.°"„- � p ,fav-.` ���°s � .% G.;• iwt.� `( i,,� jj"F �'„f�., d �'\, i �`""`a f �`. L 4� #°a:.'.'.5 •C-+t� € � \t '� �yA 'z `eM��,.....,.�..,......q� `� Lam^+.,. �1,.•r�"�' tr,,. .. -». `°s..,m.--., "1�: �.�...''�,..•-....:.." `"f_ �4i 1,,"'! �!•:..y."`��_,_,._`x�'�.">�:;.+_-._'^.�_'.•.�✓�',, �f� � �`-\�` 4` R��'�"t R� '".i i I} i ` tzf j\ 6 �w, 1�=. �A sig � ` h'` ."."-. - t �- t 2. ..- «w"�+.y {'J �. ,�X ,/f/ ` .f Q 'TN i5 r•""`^„s'�. 1 F _. ;� ' � � � -^v,,.,-,,,,�,u,4 '�, fi3:r, , � `�kir;` �°a.. '_x,;x /,,,%. -; 1 *. �o` ��' �S�Si ,• r_�.�.,e��:�.::`- +^+,,.fi,.. ��_, F sy -' �_ H'fORIZONTtw' lA. ' L � �`' f f �-���,, �'�a1-.� � �t st `�� �'r',''�� 'E� �'•�f`�;))) ',,rrSr'`yr�� ��� ti�� � � ..� ► ^..-,�..,/� �y�j` 1}j ycui � ����k�a��4y>��jk"11 `SURFACE' •_. " >: ,•f._. sem, 0.• l k� '. ±� ' yE r b 2 ,... _ _ }" �... r' `.3 S, i N ._..t• f Ya ,F j f '` �,l••t v { i 'd € Ar r �? �t ". !"n � it � ?fn i,_.,.5._._..-� 1 � � r� ,�'"�i> 4 � �� - � s � � � '� '+` ` ~ e. P F {`.i'++ f, y/ t}iie, St f % r 2 F a tz gp-j' :. -, , 9 ,,'" ,r`` ° ., ;€ _ { k` p.•., �,�e 0 '`- °� I t i 0 1000 2000 3000 400� en Sebastian Munici al Air ort GRAPHICAL ,4 ��e- g.... �....._:: -� 5 \ PLAN VIEW c .: .i� `',�, fiA� i : ` �,% •,ti f� `s CLE BAR IN FEET ,, •r.: City of Sebastian 0 1500 3000 4500 5000 HOME OF PFJ�CAN ISLAND i� 3 �: �'�'. _ �.4 �` ^'i •' :, _ji I -�'� s.,, vfi�' s `ltt�, i �f'u ,am k,•A f f s ;u*"?c `/ ;•w..»a� _ '+., � p f k p�' } r �'-`✓'<',, '�'�,. `=a" S 3 �y�s ��� �"�� k.�' s�,� "ice �y .f# wt HE t LPA -T-z: , ';rte- x, . "I N ALS FEET 4 GRAPH CAL ACPALE BAR INPROACH P FEET GROUP rhe w.„c� pf}`��..a �'•"..�� i F _. € ./ `°//,rr�'� �' t .�-' t"x$ ( any ` a igt`,Lj`;2 .�...._ �� ,. `r✓ ..Y.. ""w. �t > �.a•. ,.c. -'sr. 1 ,.� s.,.. r ...r ,•""�.. ! t 1 :Y,..�;a•'*�- r., tt, 5. -. $S cl? „w .;'°' F�t 1 !; ; i".`4.. 6 ZO 0 150 300 450 500 No. Revison By: Date 1= VERTICAL APPROACH PROFILE GRAPHICAL SCALE BAR IN FEET Drawing Name: FAR PART 77 SURFACES FUTURE RUNWAY CONFIGURATION Project Number: Drawn By: Checked By: OR412001 DMF DJD Date: Drawing Number: MARCH 2002 Scale: 7 of 9 AS SHOWN 0 O RESIDENTIAL /w �o _ '-V a -- 1 _• N C0 CO) \ . \ CONSERVATION \ — CONSERVATION -- -- -- -- C0 -- YV vv- YV -_ _� CO) \ CONSERVATIONLIJ -- car W o RESIDENTIAL RESIDENTIAL TIONAL yA i CONSERVATION 0000017 Y ' • �Pas� o Ln i — O ' C _ o Z �fF KUMQUAT AVE 0 ORANGE AVE SW ORANGE AVE -T �a = N CL z o � S OJ Z U (n Z 2 � O � o rCHESSER AVE CHESSER AVE I I SW CITRUS AVE HIBISCUS AVE SW )RANGE AVE ALAMANDA AVE SW CROTON AVE HIBISCUS AVE LEGEND CITY OF SEBASTIAN LAND USE CODES jINSTITUTIONAL INDUSTRIAL USE ,s AVIATION INDUSTRIAL RESIDENTIAL SINGLE FAMILY — LOW DENSITY mr (4 UMTS/ACRE) i CONSERVATION RUNWAY VISIBILITY ZONE RESIDENTIAL TIONAL yA i CONSERVATION 0000017 Y ' • �Pas� o Ln i — O ' C _ o Z �fF KUMQUAT AVE 0 ORANGE AVE SW ORANGE AVE -T �a = N CL z o � S OJ Z U (n Z 2 � O � o rCHESSER AVE CHESSER AVE I I SW CITRUS AVE HIBISCUS AVE SW )RANGE AVE ALAMANDA AVE SW CROTON AVE HIBISCUS AVE LEGEND CITY OF SEBASTIAN LAND USE CODES jINSTITUTIONAL INDUSTRIAL USE ,s AVIATION INDUSTRIAL RESIDENTIAL SINGLE FAMILY — LOW DENSITY mr (4 UMTS/ACRE) i CONSERVATION INDIAN RIVER COUNTY LAND USE CODES -;- ;- SINGLE FAMILY RESIDENTIAL (L-2) LOW DENSITY (6 UNITS/ACRE) CONSERVATION - 1 (0 UNITS/ACRE) / CONSERVATION - 2 (1 UNIT/40 ACRES) _ \ : CONSERVATION - 3 (1 UNIT/2.5 ACRES) I AGRICULTURAL - 3 (1 UNIT/20 ACRES) NOISE CONTOURS FOR 2012 RUNWAY TRAFFIC PATTERNS 65 LDN 70 LDN 0 200 400 600 800 Z GRAPHICAL SCALE BAR IN FEET ]y I� SW AVOCADO AVE OFC Sebastian Municipal Airport SW MANGO AVE SW MANGc City Of Sebastian HOME OF PPMCAN ISLAND L U L THE 9SW CITRUS AVE SW CITRUS AVE LPA GROUP No. Revison By: Date SW ORANGE AVE SEA GRAPE AVE Drawing Name: AIRPORT LAND USE PLAN N N O 0 Project Number: OR412001 Date: MARCH 2002 Scale: I"= 400' .IVC CT Drawn By: Checked By: DMF DJD Drawing Number: 8of9 15/ FOUND 8'0 CONCR MON MENT - WITH RAILROAD SPIKE N C ER NO IDENTIFICATION N 1270535.9 GENERAL NOTES: E 818423.9 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A h o FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 2. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS FIRM OR SURVEYOR FOR EASEMENTS, RESERVATIONS, ABANDONMENTS, RESTRICTIONS AND/OR , / \ , RIGHTS-OF-WAY. �' ET 4 4' CONCRETE MONUMENT oh6��p1/\ \• y \ DESCRIPTION: H B S DISK STAMPED '��O'`�/ \- \• y 3. NO FOUNDATIONS OR UNDERGROUND UTILITIES HAVE BEEN FIELD LOCATED PER V'Y TER soc. LB zos' poi FOUND 3/4'0 IRON PIPE \ A PARCEL OF LAND LYING AND BEING IN THE COUNTY OF INDIAN RIVER, STATE OF 1 6943 1 • '`/ NO IDENTIFICATION THIS SURVEY, UNLESS OTHERWISE NOTED. E 1; 210.7 3k. ti \ ! FLORIDA, BEING A PORTION OF THE FLEMING GRANT N TOWNSHIP 31 SOUTH, RANGE 38 01 F B GINNING OF TH SECOND°•o'Ii \ / EAST. TALLAHASSEE MERIDIAN, FLORIDA, AS SHOWN ON THE SUBDIVISION PLAT OF SAID 4. FLOOD ZONES AS SHOWN HEREON PER FEMA FIRM No. 120123 0076 E. MAP INDEX bEscRieEo EMENT As CORDED kh •;- \�� / U IN 'OFFICIAL CORD so 6z, PAGE �' k`'i �0 \. o j GRANT RECORDED AT PAGES 72 AND 73 IN PLAT BOOK N0. 1 IN THE PUBLIC RECORDS OF DATE: JUNE 30, 1999. 255+,'PURL 0 RECOR INDIAN RIVER yi �0`' \ / ourlyl', FLU•c�DA. •\. J / ( DESCRIBED AS FOLLOWS, THE COUNTY OF TO TWfT OF FLORIDA, SAID LAND BEING MORE PARTICULARLY 5. NO TITLE COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR SURVEYOR. \ % i / / U o i i' * FOUND 3 4'0 IRON PIPE \'\, % 6. DESCRIPTION SHOWN HEREON AS FURNISHED BY THE CLIENT AND RECORDED IN OFFICIAL /1001 ASEIIENT / No IDENTIFICATION , "FROM THE NORTH CORNER OF SECTION 29, FLEMING GRANT, RUN SOUTH 44'25'58" FAST RECORD BOOK 62, PAGES N AS F5, PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. FOR AD'9AY (N 45.10'19' E 50.97') \ / A DISTANCE OF 1501.86 FEET TO A CONCRETE MONUMENT FOR A POINT OF BEGINNING; PURPO ES (D) \_ / THENCE SOUTH 44'25'58" EAST, 2100.00 FEET; THENCE SOUTH 45'09'04" WEST, FOUND 4 4" CO CRETE MONUMENT/ S 4435'12' E. 100'(0) \• j� / FOUND 8' POURED IN PLA CONCRETE 1009.32 FEET; THENCE SOUTH 01'54'57" WEST, 963.48 FEET; THENCE SOUTH TOP SR KEN (S 45'53'44" W, 16,92) (. T _ -S 4425'58" E, 100'(D) \ ;! MONUM WITH SOLID IRON D = 44'25'58" EAST. 1137.55 FEET; THENCE SOUTH 45'09'04" WEST, 2100.00 FEET; 7. THE LAST DAY FIELD WORK WAS PERFORMED WAS ON OCTOBER 18, 2000. ! N ' , �, � ; j �� •\ o / NORr CORNER OF SECTION FLEMING THENCE NORTH 44'21'28" WEST, 1977.50 FEET; THENCE SOUTH 45'09 04" WEST, F NO B SPIKE ,- G POINT C CEME FOR POINT F CURVATUR *f \ SET 4'x4' CONCRETE MONUMENT O �� LL AI ORT PROPS do s oND 3497.85 FEET; THENCE NORTH 44'21'28" WEST, 46.36 FEET; THENCE NORTH 8. THE EXPECTED USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL o� WITH BRASS DISK STAMPED ti 0 IDEN IFICATION 11'47'58" WEST, 1159.63 FEET; THENCE NORTH 04'37'30" WEST, 5793.60 FEET; STANDARDS (61 G17-6, F.A.C.) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY N o4 1155• w, 1 .53 )r "'�0� 'CARTER ASSOC. LB 205^ i \ ® DE CRIBS EASEMENT AS CORDED " FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500. THE MEASUREMENTS �FRo FOUND ' eP 06 FOUND 3"X31 CONCRETE MONUMENT / \ IN FFl L RECORD BOOK 6 PAGE THENCE NORTH 45'54 02 EAST. 1258.33 FEET; THENCE SOUTH 44'25'58" EAST. • ^� •� 6` NO IDENTIFICATION j \ 2 +; UBUC RECORDS, INDIA RIVER AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURE WERE FOUND TO MEET OR f y;�.� �� ` (N 4435'12^ W, 12.19') / \ Co NT FLORIDA. 2804.92 FEET; THENCE SOUTH 6T39'S8" EAST, 759.38 FEET; THENCE NORTH EXCEED THIS ACCURACY REQUIREMENT. '9 I k�tiho � ,7�0 ;�♦ �� / \ IN 2s z4.2 • 45'09'04" EAST, 1406.13 FEET TO POINT Of BEGINNING; SUBJECT TOA 33 FOOT FOUND 4"x41 CONCRETE M LIME I ?, O k `\ / / s�\ E 1 14.2 0 250 500 %FJ0 000 9. ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 88 (NAND 88). TOP BROKEN - No E ENTIFI rloN k % s x •\ RIGHT- OF -WAY FOR ROSELANDFOLLOWS, ROAD; AND, ALSO, SUBJECT TO THREE EASEMENTS FOR Q y k , A ROADWAY PURPOSES, AS FOLLOWS, TO -WIT: WEST RIGHT-OF-WAY ROSELAN R D , ,`` s S Ass \ GRAPHICAL SCALE BAR IN FEET 10. BENCHMARK =NATIONAL GEODETIC SURVEY, FEDERAL BASE NETWORK CONTROL STATION (N Sros's3" W. sa.1s' FROM N NAIL), \�J` tSr• ROSELAND SATLfi� FIELD xss''\ AN EASEMENT IN, ON, OVER AND ACROSS A' STRIP OF LAND DESCRIBED AS, COMMENCING AT DESIGNATION "SEBAPORT", INDIAN RIVER COUNTY, FLORIDA, USGS QUAD "SEBASTIAN" 1970. FOUND 4'x4' CONCRETE ON \ F .�N ONCRETE MONUMENT zR?s• �' F/\ THE EAST CORNER OF SECTION 29 OF THE FLEMING GRANT, RUN SOUTH 45'09'04 WEST NAND 88 ELEVATION 5.485 METERS OR 18.00 FEET, ADJUSTED. STAMPED 'CARTER Ass `i$ N FICATION ) �JS�{y, TRAY NO. `� �o F sod\ ALONG THE SOUTHEAST LINE OF SECTION 29 FOR A DISTANCE OF 3806.27 FEET TO A (N 45 18'4 E, 255.73' '0 B FOUND 3"X3' CONCRETE MONUMENT POINT; THENCE NORTH 44'21'28" WEST FOR A DISTANCE OF 1977.5 FEET TO A POINT; SE CORNER RIVER E S BDMSI - j �2+F s 'B �• 11. UNLESS A COMPARISON IS SHOWN, MEASURED VALUES AND DEED VALUES ARE THE SAME. (N as'2a'2s" w, 40.77 FR M FO ND NAIL)?eoR TOP DAMAGED, NO IDENTIFICATION " �FLOOD ZONE "x"?� POINT OF BEGINNING OF AIRPORT PROPERTY THENCE SOUTH 45'09'04" WEST FOR A DISTANCE. OF 3147.85 FEET TO THE POINT OF (0) = OBSERVED VALUE (ALL MEASUREMENTS SHOWN HEREON ARE OBSERVED UNLESS FOUND 5/8.0 REBAR & CAP t, ORIGINAL 33' / 9?�?' i / \ N 1268156.1 BEGINNING OF THE EASEMENT HEREBY DESCRIBED; THENCE CONTINUE SOUTH 45'09'04" SHOWN OTHERWISE STAMPED 'RLS 4029• / ♦ SET 4'xek, CONCRETE MON ENT j \ E 820868.3 WEST FOR A DISTANCE OF 340.53 FEET TO A POINT ON THE EAST RIGHT- OF -WAY OF (D) =DEED VALUE) (S 45.39.14' W, 69.03' FRO F 1I D NAIL) Z Z ��RIGHT-OF-WAY / ♦ WITH BRAS* DISK STAMPED � /' 20 \ () o AODRIONAL ♦ CARTER As�oC. LB 205' / �\ ROSELAND ROAD; THENCE NORTH 11' 47'58" WEST ALONG SAID RIGHT-OF-WAY LINE FOR A C =CALCULATED VALUE Fou d IN CENTERLINE \ N 1268587.0' OF o FlCATIONE� ci I't RIGHT-OF//WAY ♦♦ E 816350.3 / i DISTANCE OF 339.74 FEET TO A POINT; BEING ON A MEANDER LINE OF COLLIER CREEK; 12. PROPERTY ACQUIRED FROM UNITED STATES NAVY ON JANUARY 29 1959. h � >,t I � / ♦ II � THENCE RUN NORTH 64'48'04" EAST ALONG SAID MEANDER UNE FOR A DISTANCE OF ALL AIRPORT PROPERTY IS SUBJECT TO PROVISIONS AND CONDI 29, 19 ` t, ♦ �; j FOUND 3"X3" CONCRETE MO'2o % ?0 56.74 FEET TO A POINT: THENCE SOUTH 5T42'56" EAST ALONG SAID MEANDER LINE FOR REQUIRED BY THE SURPLUS PROPERTY ACT. f1 + C�'Q - ♦ �hj FOP 0.5' ABOVE cRouNo A DISTANCE OF 40.55 FEET TO A POINT; THENCE SOUTH 80'58'56" EAST ALONG N ; j �G�� i ♦♦ i `• '\k/ %` NO IDENTIFICATION kob'MEANDER LINE FOR A DISTANCE OF 30.43 FEET TO A POINT; THENCE SOUTH 1,V51'04" m`�i qy , ♦ h/ N 1267448.4 FUND 3iC " cao� MONUMENT F,,►P6' ?�/ WEST ALONG MEANDER LINE FOR A DISTANCE OF 55.20 FEET TO A POINT; THENCE NORTH �_ ! y1 • ` E 819170.9 Q> . . o� 41 V ;, +� 1 / No c T `� 66'18 04" EAST ALONG MEANDER LINE FOR A DISTANCE OF 63.40 FEET TO A POINT; ACREAGE TABLE: 3 oT % �_ r .,�, o �,, 0 20 gol �� / \ , \ N 1267161.8 p k ,%�o THENCE SOUTH 03'06'04" WEST ALONG MEANDER UNE FOR A DISTANCE OF 73.50 FEET TO GROSS: 625.51 t ACRES (TO CENTERLINE OF ROSELAND ROAD) �I CURRENT 531 �!O ` / -\- ky E 819874.0- p0 kg°�� ��o s A POINT; THENCE NORTH 4929'04" EAST ALONG MEANDER LINE FOR A DISTANCE OF + �ti NET 619.171 ACRES LESS 33' RIGHT-OF-WAY ROSELAND ROAD) ` RIGHT -OF -WAS ������� ``� ♦.\1 i j / �\` S s�3s �o��c'o+ s, A s�R 43.80 FEET TO A POINT; THENCE NORTH 20'55'04" EAST ALONG MEANDER LINE FOR A NET: 615.97± ACRES LESS 53' RIGHT-OF-WAY ROSELAND ROAD) ;� �c DISTANCE OF 44.25 FEET TO A POINT; THENCE SOUTH 59'39'56" ALONG SAID MEANDER ND PAVES� s4e�+ f +�h o?� ^♦♦ '�9'F sso,�+ LINE FOR A DISTANCE OF 114.0 FEET TO THE END OF MEANDER LINE AT THE POINT OF I ' :�" ! ♦ F ?� BEGINNING, PLUS THE (AND APPROXIMATELY 10 FEET NORTH OF AND PARALLEL TO SAID �FERENCES: O� j ��y _ \'\ �'. �' ` �� �o� J'000 o•'/oo° �♦ �000� MEANDER LINE, BEING 1/2 OF THE PRESENT WIDTH OF COLLIER CREEK. COMPRISING 1.29 `'� It _._._.y- ♦- /`\ \ . h v/ ♦ agrg 90 ACRES. "MAP OF LANDS TO BE OCCUPIED BY ROSELAND FIELD, INDIAN RIVER COUNTY, FLORIDA" + / + ' i` --'.., ` \ S'FRASIIAI� MUfl�ICIPAL�. AIRPORT oar• ♦ ti BY ROBERT M. ANGAS, REGISTERED ENGINEER No. 536, REGISTERED LAND SURVEYOR No. 25 l �\ / • N.A.S. DRAWING No. 58-1-1, APPROVED 14 MARCH, 1942. � `1, ' ♦ �'. PARCEL- A Q!^oo ♦\♦ \ o AN EASEMENT IN, ON, OVER AND ACROSS A STRIP OF LAND DESCRIBED AS, COMMENCING AT , 11, a• ------ '\ \ �P�! + THE NORTH CORNER OF SECTION 29, FLEMING GRANT, RUN NORTH 44' 25'58" WEST ALONG CEN RUNE ROSELAND ROAD 1 � I I DIRT RM • 9 �/ o / NORTHEAST LINE OF SECTION 22 FOR A DISTANCE OF 1980.0 FEET TO A POINT; THENCE STATE OF FLORIDA, STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP, SECTION 88602, (ST ROAD 505) 1 ROAD No. S-505, INDIAN RIVER COUNTY, APPROVED BY CLARENCE E. DAVIDSON, RIG T -OF -WAY j;x X000 ZONE 'x' i /• FOUND 4'X4" CONCRETE MONUMENT SOUTH 45'54'02" WEST FOR A DISTANCE OF 1706.10 FEET TO A CONCRETE MONUMENT DIVISION ENGINEER, 3-27-62. j \ ti / / TOP DAMAGED, NO IDENTIFICATION '♦ BEING THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED, THENCE SOUTH �{ .\ \; ^ / N 1266660.5 PLAT OF RIVER EDGE SUBDMSION, RECORDED IN PLAT BOOK 8, PAGE 81, PUBLIC RECORDS I , I,o ■ -\_ \ �`� E 822342.1 44'25'58" EAST FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE SOUTH /,� ; 45'54.02" WEST FOR A DISTANCE OF 1340.68 FEET TO THE CENTERLINE OF ROSELAND OF INDIAN RIVER COUNTY FLORIDA. RECORDED JUNE 21, 1974. b i I+ ` \ \ ♦ 20 / / -�\ i ' \ \ FOUND 8'0 POURED N PLACE CONCRETE MONUMENT ROAD; THENCE NORTH 04'37'30" WEST FOR 129.66 FEET TO A POINT; THENCE NORTH I '`� � t ^' ♦ �`�;;, WITH RAILROAD SPIKE, NO IDENTIFICATION 45'54'02 EAST FOR A DISTANCE OF 1258.33 FEET TO THE POINT OF BEGINNING. SURVEY BY MASTELLER, MOLER & REED, INC. FOR O.R.E.O. PROJECT No. 3382.03 0 ; i4>, - \ � ' \\ / 5ryg`� \ EAST CORNER OF SECTION 29, FLEMING GRANT, COMPRISING 2.961 ACRES, LESS HOWEVER, 33.0 FEET FOR ROSELAND ROAD RIGHT-OF-WAY. LAST REVISION GATE 11-15-96. N)-, Oo°'' \•\ POINT OF COMMENCEMENT FOR FIRST & THIRD 1,+ \ I s / ♦. ,/ DESCRIBED EASEMENTS AS RECORDED IN �� �o _ i ASPHALT RUNWA+( \�.\ / \• OFFICIAL RECORD BOOK 62, PAGE 255+, AN EASEMENT IN, ON, OVER AND ACROSS A STRIP OF LAND DESCRIBED AS, COMMENCING AT PLAT OF COLLIER CLUB, PHASE 1, RECORDED IN PLAT BOOK 15, PAGE 56, PUBLIC RECORDS t I ;, / rn (TYPICAL) ♦- \ `,_ /%// /! s,\. PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. THE EAST CORNER OF SECTION 29 FLEMING GRANT AND RUN SOUTH 45'09'04" WEST ALONG OF INDIAN RIVER COUNTY, FLORIDA. RECORDED FEBRUARY 2, 1999. *14 ° \ N 1265380.4 I i \ s ,\`, %' / / f�°'";i,\ E 823604.1 FLEMING GRANT LINE FOR A DISTANCE OF 1706.27 FEET TO A CONCRETE MONUMENT, BEING i I \ / / ky PLAT MAPS BY INDIAN RIVER COUNTY TAX APPRAISER'S OFFICE COMPILED 02/16/1999 OF xs >:. .`' / /�/ kh s?\ THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED, THENCE CONTINUE SOUTH / / / FLOOD 20NE 'X" ♦ Gj fj w\ FOUND CONCRETE MONUMENT F • 45'09'04r WEST ALONG SAID GRANT UNE FOR A DISTANCE OF 2100.0 FEET TO A POINT; SECTION 22 & 28, FLEMING GRANT. 5 v J F �' / j//.'U.S. COAST GEODETIC SURVEY �g\ THENCE NORTH 44'21'28" WEST FOR A DISTANCE OF, 100.0 FEET; THENCE NORTH SURVEY BY LLOYD AND ASSOCIATES CONSULTING ENGINEERS OF SEBASTIAN AIRPORT, JOB No. z!Z; ' '� I -\- BENCHMARK STAMPED 'l 227 1965' , T/2"K RIBAR 45'09'04" EAST 2100.0 FEET TO A POINT; THENCE SOUTH 44'25'58" EAST FOR ELEVATION 19.79 NAVD 88 (PUBLISHED) IDENTIFlCKION . FOUND 4'x4' CONCRETE MONUMENT > / N. \ // / " \ % 100.0 FEET TO POINT OF BEGINNING. COMPRISING 4.82 ACRES. 9261, FILE No. 116 45. (NO DATE AVAILABLE). g c \ WITH BEVELED TOP t1' ABOVE / o t1 9R. / / // % N 1265559.4 RU AY PROTECTION ZONE \ j � / _�,.47,4��. �-500' 700' 1000' GROUND - NO IDENTIFICATION PART OF THE FLEMING GRANT, TOWNSHIP 31 SOUTH, RANGE 38 EAST, TALLAHASSEE, FLORIDA, RECORDED IN PLAT BOOK 1, PAGES 72 AND 73, PUBLIC RECORDS OF THE COUNTY OF BREVARD, STATE OF FLORIDA. NOW LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA I I - "� ")_ �7 LIN x \ / AND, SUBJECT, ALSO, TO AN EASEMENT FOR THE CONSTRUCTION, USE, MAINTENANCE, 0" \'\ ® j / OPERATION AND REPAIR OF A DRAINAGE DITCH, SAID EASEMENT BEING CONFINED TO THE j I •,/� �i d {- i 47(� � MONUMENT N 1� -�--- _ _._. - /(�\/ FOLLOWING DESCRIBED LAND, TO -WIT: RUNNING ALONG THE SOUTHEASTERLY LINE OF -j a, ..»." .----..---••-••-. •---•R •••-->•--,--------a-••-_--- - --- � NO IDENIIFl ATON ROSELAND SATELLITE FIE INDIAN R COUNTY, FLORIDA, COMPRISING THAT PAR ___,,...._...b....... - .. -�, , � -- -- -w-_--__-__ � � �,•'f�, � �p, FLOOD ZONE "A- � / OFSTHE NSOUTHEASTERLY 01 FEET IOF SECTIONS 28 AND 029 OF THE FLEMING GRANT, T I \ •' % �; _ - W ' NO BASE FLOOD ELEVATION DETERMI D I, \-OW ROAD �� \ , / I COMMENCING AT THE EAST CORNER OF ROSELAND SATELLITE FIELD AND THENCE RUNNING (ROFA) w / / SOUTHWESTERLY A DISTANCE OF 6300 FEET, .MORE OR LESS, TO THE COLLIER CREEK; SAID j/ i, //� - - , RUNWAY PROTECTION ZONE � 20 // f •\. � RA6�® SATELL FO[�l�® /! / / EASEMENT HAVING BEEN GRANTED ON AUGUST 12, 1957 BY THE UNITED STATES OF AMERICA X N 711 / ' \ / TO CYPRESS GARDENS ESTATES CORPORATION BY AN INSTRUMENT RECORDED AT PAGES 107, 500' x 700' /, // �6?j/ / \ \ \ TRACT X O. � i / 108, 109 OF BOOK 21 OF THE PUBLIC RECORDS IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT FOR INDIAN RIVER COUNTY, FLORIDA. FOUND 4'X4" CONCRETE MONUMENT ; �' % I TOP 1.0' ABOVE GROUND h6 �-- FjM�TG GRANT LINE SUBJECT, HOWEVER, TO ALL EXISTING EASEMENTS AND RIGHTS-OF-WAY FOR ROADS, / O ♦ "1 NO IDENTIFICATION ° 1 ►,'\ // I khj/ % \ \ \� eti i HIGHWAYS, RAILROADS, PIPELINES, PUBLIC UTILITIES AND DRAINAGE DITCHES.` ' T' \ s // ,/ / /! \ `•`\ \ \ 4� �` (DERSCRIPTION SHOWN IN QUOTES PER QUITCLAIM DEED OFFICIAL RECORD BOOK 62, tir. / EXI ASPHALT N 1 / �\ p �'QG ''� / ! i PAGES 255 - 257, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. RECORDED \.gyp. / RU AY (NEW OVERLAY) o -\ �i / ti %- / % , y \?5r. I `�/ ?\k,q ' / FEBRUARY 25, 1959, 1:16 P.M.) / FOUND CONCR t MONUM NT l T' \ I,/ / \ `� / % SOON\ A D \`�9' / i 'VERTICAL CO OL DISK y 11 75 �/ / I F ND 3"X3' CONCRETE MOb1UMENT �� / �� 'Q \ !ro0 i X 436, 1995" 111 + i ,�.1,� I• / / y0 T P DAMAGED, NO IDENTIFICAT N r 4. \ T w ! h • / " S'EBAS1l41V H1Gh�AlVDS G! (PUBLISHED) D,3 99 VD 1988) �s�s /// / '% / N 1264098.7 �'\ / �Y% ,TO �O ` / O j iilv%% 2 N 1263935.8 \fP / I I E 819528.0 ✓ 0- +\\'I' 9 y0 / LL�� ♦ 1 E 816633.3// FL ♦ O \F 40' EASEMENT' y .c:. - I; 100' EAST % SET 4'x4" CONCRETE MONUMENT \ / / / i ♦ j WITH BRASS DISK STAMPED FOR ROADWA / Pl EASED STAINLESS \ \ "CARTER ASSOC. LB 205' %// ST�CL OD IN SLEEVE ? \ PURPOSES (0) / /" N 1264174.1 GPS 'SEBAPORT 1989' \\ ,r' �' % i E 622398.2 , RAs-nAN AIRPORT `� + ORIGINAL 33' •�/ / / 0 /�LEVATKRN 18. (NAND 88) \ FLOOD ZONE 'x' / i " FOUND 4"X41 CONCRETE MONUMENT ' o ? _ \ !// / % (PUBLISHED) f ♦ / r 5 / PLASTIC CAP STAMPED "LB 4644" Gs ", �p®p��'��a o� m o , RIGHT -OF WAY / f^I // 1263809.0POINT OF BEGINNING OF THE THIRD PROPERTIES d �7 �! ti N / \\ / / DESCRIBED EASEMENT AS RECORDED �? >' , \\ / :, ! Y / % E 818209.2 % �` 0 / �4� / j IN OFFICIAL RECORD BOOK 62, PAGE m 1 ADDmoNA , / � z, `' ~ fl 0 255+, PUBLIC RECORDS, INDIAN RIVER `'t s RIGHT- -WAY % / \ 2 \ r �1 ; Sf,/ \ /RUNWAY PROTECTI N ZONE r \V/ ♦"+gt.i .i COUNTY, FLORIDA. .. FO R1K *� ! , r'/.p� a, ;/ / (S 28'10'18" W. 0.59') IN E E AD RtNT 53','/�p� ! %�- 500' x 700' x 100' 0' .17' t 1 N 64'39'00" E 56.74' ATP RT f)F /Y{UR RIGHT-OF-W�'f/ �a N IFICATIOIN N 64'48'04' E 56.74'(D) " / \ ! / / i9 >/ j EASEMENT FOR CONSTRUCTION, USE, MAINTENANCE, / NTERLINE DATA % \ ♦ RUNWAY PROTECTION ZONE 0 ,9j >� / ; / OPERATION AND REPAIR OF A DRAINAGE DITCH, AS !g l S 81'08'00" E 30.43'f ., 5729.65 1 `< S 8058'56" E 30.43'(D) ' L 716.63 / / , \ i 1000' X 1510' X 1700' ti �S�S)�� E -.� / j RECORDED O BOOK 21, PAGES 107 - 10L OF THE OF /� PUBLIC RECORDS IN THE OFFICE OF THE CLERK OF 4& 1 '1 " SET 4"x4" CONCRETE .MON \ -, t / • ■ G D= T09'S8 1/ , ( P/ THE CIRCUIT COURT FO INDIAN RIVER COUNTY, FLORIDA Sebastian Municipal Airport o N 246'00' E 44.25' �g ,` WITH BRASS DISK SIMPED \ N 2055'04' E 44.25'(D)f1 ^°� , AND NOTED IN DEED / S 61'14'13" E 121.41 + _" + p "CARTER ASSOC. L8 205" / / fi 1�. �� )\ F�00 ZONE "x' �; SET 4"x41 CONCRETE MONUME / _ _ _ ___ _ _._.-.-._ """•+ - S 59'39'56" E 114.00'(D N 1263156.7 \ UND BOAT SPIKE / 1 E 816804.8 i •L, \ WITH BR4SS DISK STAMPED �� j ' W MEANDER LINE �� .. 1 /10Ali\ r T I 0 q CARTER ASSOC. LB 205" / �., City of Sebastian ' , k �, INC RUNE OFOAD , O SET 4'x4" QACRETE MON k \ �.. .; „ 52'00" E 40.55' ^ZO COLLIER CREEK i•O9 AT POI OF TANG t�CY�, WITH 'DISK STAMP k�oi' k°j ot ti 3 , . •' HOME OF PE1I.ICW ISUM S ,-T42 56 E 40.55 (D) 1 T• � °O 1 NO" IDF"[1TI CATION \\. £v C ER SOC i$ 20 \ . ;. / 1 14'42'00" W 55.20' 156'9'00' E 63.40' i > k 00 ROSELAND SA SATELLITE FIEL 1262 .7 t ��� \ _ - 45 Tr"vTC�ACT 1 0.2 t g F 8199 8'•0 IRON' IPE ' Ok�iTHE IN E 63 '(D ' -� h O \ o /% / / $EBASTL4N MGHLAMDS LPA !'ffi4'Sib4" W 55.20'(D) ; L; FO 1 IRON PIPE r\y / p � Z• € 90 NO IDENTIFI ON � '� ' .H.&S.P LR 2 0 k k 0 \ 4ASEMENTAGE / / UNff 2 S T� 5600"S 96') �` \ .•� 64.31'43" 2.30 / C' \ �\�� j! / t cry \' POINT OF BEGINNING OF THE FIRST \ VV 1 '' S 0r5T00• W 73.50'`;' J \ , / ABBREVIATIONS: GROUP DESCRIBED EASEMENT AS RECORDED * O �+ ; 1• N 1 S 03.06'04' W 73.50'(D) IN OFFICIAL RECORD BOOK 62, PAGE N 11'57'02 1160 5�5 (C a y4, s Date • ' N 49.20'00' E 43.8 N 11'47'58" 1159.63'(D)` ! ' h R L AND �7AT�LL- FIELD �• � % SEr 4"x4' CONCRETE MONUMENT ROFA EXISTING RUNWAY OBJECT FREE AREA No. Revison I By: f ° z' 255+, PUBLIC RECORDS, INDIAN RIVER ? i f1 1 EXISTING EAST /njl`l N 49 29'04" E 43 80 ($ . / 1 1 w 1 RIGHT-OF-WAY y couNrr, FLORIDA 1�, TRACT (O. 2 4c�� / WITH BRASS DISK STAMPED (ROFA) FUTURE RUNWAY OBJECT FREE AREA 1 h0 fe N J �' \ CARTER ASSOC. LB 205" FOUND 4'x4' (3)'� h \/' j' ,/ N t2s2ssSS RSA EXISTING RUNWAY SAFETY AREA CONCRETE MONUMENTS SEMENT !S� FLOOD ZONE 'X• \ �p`,/ / E 820913.5 RSA FUTURE RUNWAY SAFETY AREA . ' } +• ` STAMPED 'PRM RLS 90 A�; /o RO UR / (RSA) 0 1 �,Okh (N 44.59'35" E. 19 AIR (N 45'00'55" E. 8 .51" r o vp. .AST RIGHT- 33' , khy0 (N 29'14'03' W. 92 ) COCC/FR WAY (D) '� � , e41 (FROM SET CORN ) 3� AFEK 70- \ % Drawing Name: 33.78' COLI -ER CLUB POINT OF BEGINNING - AIRPORT PROPERTY 9.92' FOUND NAIL IN CENTS UNEP'' DESCRIBED EASEMENT ASR E / / � PHASE 1 OF ROAD, 0.30' DEEP IN OFFICIAL RECORD BOOK 62, P y •t .7 3!5 y NO IDEt'TIFICATI N 255+, PUBU DS, INDIAN RNE \ �� 2�'••;4 ' h •`G, CORNER OBLITERATED ACREAGE PROPERTY INTEREST PROJECT NUMBER PRIOR OWNER ---�-- �---------------------------- ".---------__----,_--r-- Y `� z , COUNTY. FL Rloa ALEVArICH NEL �., y56e PARCEL DATE OF ACQUISITION CRE GE AIRPORT PROPERTY MAP SET P -K NAIL & BRASS DISK ALONG CHANNEL / k��p,• A JANUARY 29, 1959 1625.51 FEDERAL SURPLUS 1944 PROPERTY ACT UNITED STATES NAVY N 4423'51' W 46.00'(C) STAMPED 'CARTER ASSOC. LB 205" FLEMING GRANT LME 1 N 1261650.3 COLLIER CLUB I N 44'21'28' W 46.36'(D) E 817078.3 PHA I / -.z 1 FOUND 1/2'0 REBAR & CAP r S j STAMPED 'CARTER ASSOC." It FOUND 4"X4" CONCRETE MONUMENT 1 Project Number: Drawn By: Checked By: ! STAMPED "PRM RLS (3909" (S 04'19'18' W 44.95') OR412001 DMF DJD I • Date: Drawing Number: I MARCH 2002 Q Q Scale: _ 9 of V 1„ 500