Okaloosa County BOCC — February 18, 2014 — 2014 RAC Ordinance Exhibit A - 2 Pages

C'Usors\Bobby appdatalocattomp\AcPublsh_2272006-233RAC dig, SHEET 1, Bobby, Ove 02, 2013-2.15:38pm P.0.B. (MARINA PARCEL) iS) y¥ P.O.B. 4 Ly (SIGN. EASEMENT EASTERLY — 71's MARINA PARCEL T2S7= ACRES (649744 SF.) REGATTA BAY BOUEVAR —NESTERLY R/W le, (RATE 500 F/M) soumeny aw oh seus ¢ _ SEE DEAL "6" FOR 7 RBM wet Cus Pne Four < Ben 175002" E Pc £ POB. {| yrsott Se, (R/W PARCEL) 183, Sy, SEE DETAL “o" BOX. “ONG s £075, qf 89207 e - 17808" G7 Be ‘3 yf ost aye ne Be BL maror - aor ABIES, OE smn alee QR. BOOK 2311 Ph oe ia Fa. te ice pees Yagalesaas g Blasese SeRelseses 38 ge REE E Ss. PS. MID-BAY REGIONAL ACTIVITY CENTER PROPOSED | CHOCTAWHATCHEE BAY ABPROXUATE MEAN HGH WATER UNE REGIONAL ACTIVITY CENTER 87.102 ACRES P.OB. \ (RORD Parcel) (PARCEL D SEE DETAL “A’) EXHIBIT c! MOCTAMUTCH pp BA P.O.c. THE NORTHWEST CORNER OF COMMODORE Tor Nor oeuntoboRe Pow (PLAT BOOK 16, PAGES 73-76} POINT {Row Parcels exacer 0, 6 f'% PARCEL E: PARCEL Fi) 3 ys LZ. (PARCEL F SEE DETAL “c") V P.O.B. (PARCEL & SEE ETAL *8") TRIANGULAR PARCEL oy Tees 2 Giaa7e32 SF) ees anise W DESCRIBED: 0.37 ACRES (16130.92 SF) ' 1 1 I! 1 See DeTaL “¢" | \ | ! 1 1 1 1 \ \ 1 1 ' I I i PARCEL I I \ I P.0.B. TRIANGULAR, PARCEL) P.O.C. THE NORTHWEST CORNER OF LOT 1 OF COMMODORE POINT (PLAT BOOK 16, PAGES 73-76) (ROAD PARCEL; PARCEL D; PARCEL E; PARCEL F;) S 101813" E - 15244 P.0.B. (PARCEL F SEE DETAIL “C*) 0.8. (PARCEL & SEE DETAL “B") PARCEL E 3.98 ACRES (261034.63 SF) www.eca-fl.com 179 COUNTY HIGHWAY 393 SOUTH SANTA ROSA BEACH, FLORIDA 32459 PH: (850) 267-0473, FAX: (850) 267-0979 Emerald Coast Associates Inc. . ICED, COPIED, MODIFIED, OR CHANGED IN ANY FORM OR MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION AND CONSENT OF EGA, ING. ( zp >w z es Zz Ewe O_ Bi =7 (ts k o5 bea Ea Of (get es OS |e Cw 8e8 e Ox >Es ee QW |s28 & WRB Q Pens $8 QS a L a, be | & DATE on 80x 2 ence 38 SEE OETAL | \ ape PR J oe OAL ‘6 sa ——— PoC. _ ee \ LEGEND: - (QHARINA PARCEL) aon LB. = LICENSED BUSWESS n P.O.B. Ant52267° ee ee \ P.SM. = PROFESSIONAL SURVEYOR AND MAPPER CW ye (REGIONAL ACTIVITY CENTER AREA) a + ORE OR LESS ow THE INTERSECTION OF THE NORTHERLY R=3919.72' —- SF. = SQUARE FEET oz s RIGHT OF WAY LINE OF ‘STATE ROAD $0 0=2715'26" = \ Nk = ane LENGTH 0 s (US. HIGHWAY 98) AND THE EASTERLY ceisigir’ 8 121927" W ~ 310.00" POB. r afte g sir OF WAY UNE ‘OF State ROK 293 it tiews \ R = RADUS Ee be BoN 8854'16" Wp rae cel) D = DELTA ANGLE Wi-g 3 S 78'33'16" W - 405.69" Ea ae ‘ / B = CHORD BEARING O& a ness w= 15.89 4p re \ © = quo LewoTt x2 3 vy I Seis ey EGATTA COMMONS {= PONT OF WTERSECTION NOL Z ow c=tsa867 a / | | \ ONT OF CURVATURE = ss ben 882746" W (PLAT BOOK 18, PAGES 11-12) Koc ¢ 0 2 }OINT OF TANGENCY Ww E oap #3 & \ on tenia WL oe 5 gTATE R Y 98) POS ~~ / / ‘OINT OF COMMENCEMENT + ew 8 BIGHWA SOUTHWEST CORNER OF REGATTA COUMONS- \ \GHT OF WAY or? 8 (U.S. TRIANGULAR PARCEL) FEMA. ~ FEDERAL EMERGENCY MANAGEMENT AGENCY oa 5 \ wc. = meonPonateD Te 8 \ OWG = DRAWING nk Ey LI-L50 = LINE IDENTIFICATION (SEE LINE TABLE) — Zz DETAIL “C \ €1=C50 = CURVE IDENTACATION (SEE CURVE TABLE) 2) 8 Fy UU SAE STOO \ | i] PROJECT: 1 R \ ! 04 gas _ ren 06-233RAC se . | P.OC. AWay 98) == TRaw VBLK [SCALE TT = 300 TAVEST CORTER OF | Lot 1 oF CowloooRe PONT eae wee yEer WG. DATE: 12-02-15 | ORDER: 13-1165 it CPA BO 8, FACES 73-78) PARCEL F P.OB. — a ass FED ONE N/A | PROECE 06-238 Oe tt PARCEL £: PARCEL FD 0.37 ACRES (SIGN EASEMENT) NORTHERLY R/W UNE A554" y ' Bstaase FIELD BOOK(S): PARCEL D i 159 (16038.65 SF) SEE DETAL “D’ 1 Weg eee 17 a : CoB (2s228 SF) f | $ 101513" E - 152.44" a 4 GRAPHIC SCALE ea " P.OB. ~~ ™ 6 ~~ = a 00 CENTERLINE OF STATE ROAD $30: pf eunraned . ! SL —— bem SHEET P.O.B. CENTERLINE INTERSECTION OF STATE ROAD #. kA (PARCEL € SEE DETAL "ET 1 ‘HO THE EAST/WEST OMSION UNE” OF 1 OF 2 1 | (IN Feet ) ‘OKALOOSA/WALTON COUNTY, FLORIDA A bere sre ceo ot coe Ay eee = =! i inch = 300 tt. (SIGH EASEMENT) \ THESE PLANS, AND IDEAS AND CONCEPTS CONTAINED HEREIN INCLUDING DIGITAL INFORMATION ARE THE PROPERTY OF EGA, ING. AND ARE NOT 10 BE REPRODU: lomplAcPublish_2272106-233RAAC dg, SHEET 2, Bobby, Dec 02, 2013 -2:18:40pm Users Bobibyappdataios mya 5 >) MID-BAY REGIONAL ACTIVITY CENTER PROPOSED 5 4 o n 3c x85]. EXHIBIT A ae 58k lz A B<8 le £ i) ase |e S Bx IA C2 q4 2) g B 2S 6 : D zee \ a 4 era SURVEY REPORT: TOGETHER WITH: S Sri ie CURVE TABLE arene een eee fay - rope Fa oat asc 3 B OF |b 1. BEARINGS SHOWN HEREON ARE REFERENCED TO THE SOUTH UNE OF LOTS 2 AND 3, COMMODORE PONT PLAT BOOK 16, PAGES 73-76, AS BENG N 755120" W cs) g Sox 18 CURVE # | LENGTH | RADIUS | DELTA | CHORD BEARING | CHORD LENGTH ‘A PARCEL OF LAND LYNG IN UNDMDED TOWNSHIP 2 SOUTH, RANGE 22 WEST, OKALOOSA COUNTY, FLORIDA, BENG MORE PARTICUURLY DESORBED AS FOLLOWS: : f) 2S Io 2 TAS PARCEL 1S LOCATED WN FLOOD ZONE X, NO WANMUM FLOOR ELEVATION REQURED, AND FLOOD ZONE AE, SEVEN FOOT NLM FLOOR ELEVATION REQURED, AS OETERUNED BY SCALE FROM FEMA MAP NUVEER 2 eh re [2 cr | zaz08 | ss000 | aor | N SI037 E 246s 1209100495 H, PANEL 493 OF 494, DATED DECEMBER 6, 2002, OKALOOSA COUNTY, FLOROA CCOMMENCE AT THE NORTEMEST CORNER OF LOT 1 OF COMMODORE PORT (PLAT BOOK 16 PAGES 73-76), THENCE SOUTH 10 DEGREES 15 MAUTES 13 SECONDS EAST, A DSTANCE OF 152.44 FEET TO THE POINT OF BEGHNNG, 5 Ole 280 = ape = YY £40 HAVING A ADRS OF 258-44 FEET; THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 17 OEGREES $3 MNUTES 44 SECONDS, A ont S28 12 | mnar | swe | aver] x soi e 258t 3. (71S THE OPIMON OF THES SURVEYOR THAT THS PARCEL LES WTIIN THE COASTAL BARRIER RESOURCES SYSTEU, MORENO POINT UNT P32, AS ESTABUSHED BY THE UNTED STATES DEPARTWENT OF THE INTEROR. FEDERAL re = SOUT 42 DEGREES 43 MNUTES 40 SECONDS WEST, A DSIANCE OF 6039 FEET) TO THE PONT OF TANGENCY OF SAD CURVE: PROCEED 2 # 9&s]o — ~ Ac SNOT NAUBLE FoR STRUCTURES NEWLY BULI Of SUBSANTLLY MFROVED ON CR AFTER CCIOGER 1, 188 THAT Ue WTHN THE COASTAL BATE RESOURCE SYSTEM FUL DETERUNATAN OF THE ‘SECONDS WEST, A DISUNCE OF 15269 FEET. THENCE 'SOUM 14 DEGREES 50 UNUTES 27 SECONDS EIST, A DSUNCE OF 244. 13 DEGREES 16 MNUTES S12 °<8/3 3 wa13 | 296.47 | 4906's" | N Sous 38 E 264 ‘UMITS OF COASTAL BARRIER ‘SYSTEM OR OTHERWISE PROTECTED AREAS 1S MADE BY THE COASTAL BARRIER COORDINATOR AT THE UNTED STATES FISH AND WLDUFE SERVICE. THEY CAN BE CONTACTED BY r, THENCE, "39 DEGREES 47 MINUTES 42 SECONDS WEST, A DISTANCE OF 250.54 FEET; THENCE PROCEED NORTH 24 DEGREES 21 MNUTES 51 SECONDS EAST, A Bas @bele a me lear leer Muaee ar ‘TELEPHONE AT (404) 679-7108. 02 DEGREES 17 MINUTES 25 SECONDS EAST, A DISTANCE OF 4.10 FEET; THENCE PROCEED NORTH O8 DEGREES 33 MINUTES 27 TANCE. OF FEET, oe Fee lz ‘OEGREES 21 MATES 05 SECONDS WEST. A DSTANCE OF 36.99 FEET: UMUTES. 52 SEOONDS WEST, A DISTANCE OF 45.88 FET: no 2 "GE |S a | aes [eee Pemer| eecormene a 4. NO BNVRONVENTAL JURSDICTON LNES HAVE BEEN DETERMINED BY EVERALD COAST ASSOCATES, IC, 1 ORES 45 MOTE 34 SEEOOS VES ADSTARE O 5281 FEE: TENGE POCEED NOTH 36 DELS 30 WILT 6 SECONDS ES. OSTA OF 245 FE D AOR 39 OECRES 42 wns eqs a ok] sess |'anontl const" oesrary. aay 5. TMS SURVEY WAS PERFORMED WTHOUT THE BENEFT OF A CURRENT ABSTRACT OF TLE OR TLE SURANCE POU NO SEARCH OF THE PUBLC RECCRDS WAS PERFORUED BY EWERALD COAST ASSOCWTES INC. NO NCE PROCEED NOTH 11 DEEREES 09 MAUTES 37 SECDROS EAGT. A DSWMIE OF aT FEET ROE i 9 ORES 1S ANUS 13 SEIS EAST, A OG F 9670 FECL I fa CERTIRCATION IS GIVEN THAT EASEMENTS, UNDERGROUND ENCROACHMENTS OR OTHER MATTERS OF RECORD DO NOT EXIST. 16 DEGREES 08 MINUTES 52 SECONDS EAST, A DISTANCE OF 46.25 FEET; (2 DEGREES 43 MINUTES 57 SECONDS WEST, Dane tee eee etc ares Bi ie : = 16 DEGREES 40 MINUTES 36 SECONDS CAST, HOE NORTH 05. DEGREES 45 MATES 21 SECONDS EAST, OF 50.76 Fy 3] GS, [JBODs [PSN [ISAS ule 6. THERE MAY BE ADDTONAL RESTRICTONS THAT ARE NOT SHONN ON THES SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF WALTON COUNTY, FLORIDA * GANGE OF S008 FET, HENCE PROCEED NORA OS DEGREES 34 UMUTES So SEODNOS REST A OSTAGE OF SEK FEED MNES. PROGED NORM 8 DEGREES 94 DAWES SE SECONDS NEST = co | ssase | ron00 [aswzer | Nn anrsre 15538 FRET, THENCE PROCEED NORTH OB DEGREES 11 MRUTES 56 SECONDS EAST, A DSTANCE OF 3726 FEET; ENCE PROCEED NORTH 22 (4 MNITES 16 SECONDS WEST, A OSTANCE OF 10.03 FEET a = lamer 7. APPARENT USES ARE AS SHOW AND HAVING A RADUS OF 20751 FEET; THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROUGH A CENIRAL ANGLE OF 02 DEGREES 45 UAIUTES SZ SECONDS, AN ARC tf zase' | r7s00 | sovvec | ross 2043 USUANCE = NORTH 67 DEOREES 48 MINUTES 20 SECONDS WEST, A DSTANCE OF 1001 FEET) TO THE PONT OF TANGENCY OF SAD CURVE: THENCE PROCEED Fa ao Taree seo leouo | Tessar a & NO STRUCTURAL FOUNDATIONS BELOW THE SURFACE OF TE GROUND WERE LOCATED. WEST, A DSTANCE OF 84.32 FEET TO THE PONT OF CURVATURE OF A J HAIG A RAOUS OF 121800 FEC, HEME PROEEED AONE THE AR OF SAD Es soo z CURVE, THROUGH A CENTRAL ANGLE OF O3 DEGREES C2 MRUTES 22 SECONDS, AN ARC OSTANCE OF 64.45 FEET, (CHORD BEARNG AND OSTANCE = NORTH 67 DEGREES 56 MINUTES $4 SECONDS WEST, A DISTANCE OF 64.45 ia Tecate lan eee alae 5. GAPE SGQUS OF CORIER WOMANEMTATON, UTUTES, SENG, ETOTERA ARE CUCOEIATED FOR CLARTY AMO ARE NOT TO SCALE. THE CEMER PONT OF WHCH 1S ADCURIEY POTED TO SCALE ANO/OR FEE) HENGE PROCEED NORTH ES DEDRES 34 MAUTES 1 SECONDS EAT. A OSTANGE OF EOE. FEET TO RE: PONT OF BEGAN OF DE PARE HEREN DESCRED i DMEXSCHED THEREDD = c2 | msi | 2x00" | sriois' | _w e7uoie" w 2885 10. NO UNDERGROUND UTLTIES OR UTEITY UNES WERE LOCATED. SAD, PEL ONTNRE 89, MORE. OR LESS fs Se See ee IE ow | oor" 7 DESCRIPTION (- z = aor | aar | zesse | nerwarw | inor DESCRIPTION: <GSETHER WIE: ze TE cs | exas’ [saison | soxar | n ersese w ory Re > fa * BEON AT THE INTERSECTION OF THE NORTHERLY RIGHT OF WAY UNE OF STATE ROAD 30 (US. HORWAY 98) AND THE EASTERLY RIGHT OF WAY UNE OF STATE ROAD 293, IN UNDMDED TOWNSHIP 2 SOUTH, RANGE 22 WEST, Kes 2 os | srsx | anae | evs | Nn sew € 3758 r FLORIDA, THENCE PROCEED EASTERLY RIGHT OF WAY LNE OF STATE ROAD 293, THE FOLLOWING THREE (3) CALLS: (1) NORTH 10 DEOREES 01 MNUTES $9 SECONDS WEST, A DSTANCE OF 4 PARCEL OF LAND LYING IV UNDVDED TOWNSHIP 2 SOUTH, RANGE 22 WEST, OKALOOSA COUNTY, FLORIOK, GONG MORE PARTCULARLY DESCRAED AS FOLLOWS: ba z cr | eso. | enze | swsr | were e ae 177423 FEET TO THE PONT OF CURVATURE OF A CURVE CONOAE EASTERLY AND HAVING A RADUS OF 158202 FEEL; (2) THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 13 OEGREES 39 <n Fa MINUTES 00 SECONDS, AN ARC D'STANCE OF 376.90 FEET, (CHORD BEARING AND DISTANCE = 03 DEGREES 12 MMUTES 29 SECONDS WEST, A DISTANCE OF S760 FEET. TO THE POWT OF TANCENGY OF SAO CURE: CONMENCE AT THE NORTHNEST CORMER OF LOT 1 OF CouMOpORE FOMT (PLAT 200K 16, paces 3-9 ee ‘SOUTH 10 DEGREES 15 MINUTES 13 SECONDS EAST, A DISTANCE OF 97.02 FEET TO THE PONT OF z Ewe ee ce wae | ewar | eorw | _wsrorere iar (3) THENCE PROCEED NORTH O3 DEGREES 37 MNGTES OT SECONOS EAST, A DSTANCE OF 1074.23 FEET THENCE, DEPARTING SAD EASTERLY RIGHT OF WAY UNE, PROCEED NORTH 76 DEGREES 07 MAUTES 17 EAST, BEGRING: THENCE CONTAUE SOUTH 10 DEGREES 1 3 SECOHDS EAST, A DSTANCE WE PROCEED SOUM 3 ORES 1 ARUTES 28 SEIN CAS. 4 DSI OF 100 FETT a PONT ZO8 io Wostance OF 26783 FEE: HENCE PROCEED SOUTH 47 DEGREES 47 MAGTES Te SECONDS EAST, h OSTANCE OF E796 FET, MONE PAOCED NOMI BS DEGREES 2 MNUTES 67 SEGONOS EXT A DSTANGE OF T7AEE CUE CONCAE SOUTASTEN MD FANG A RAOUS OF 2&4 FET; MENGE PROCEED ALONG TE AEC OF SAD CURVE. NSDUH A 40 nies 30 scconos, a anc ostance OF 1) 629 = cig | zi076 | r029 | sear | s sree" w 201 FEET: PROCEED SOUTH 68 DEGREES 07 MINUTES 34 SECONDS EAST, A DISTANCE OF 295.43 FEET TO A PONT ON A CURVE CONCAVE WESTERLY AND HAVING A RADUS OF 450.00 FEET; Tie 37.62 FEE. (CHORD BEARING AND OSTANCE = WORTH 56. DEGREES UTES 47 SEOODS CAT, A DSIANE OF $78 TEE) 10 TE FONT OF THIGDGY OF AD CURE. THENCE PROCEED NORM BO OEOEES 21 UNITES use ie —_ — Zac oF sd GORE, TOUGH A CENTUL AYRE OF DEEDS St UNUES 94 SEOOES, A DSVEE OF Z270R FE. (GORD BAN NO. DSI = WRT! CS ORES 30 MMTES 37 SECONDS OSTA ts at a BSI Ore FTO Te POM O CURAIURE OF A GME CHAE WORTMESTERT MO TH A ROWS CF OTS TEL HORE AMCED AO THE Mo SO CUNE, HROOGTA xX izes |, Is co | moss | sons | sao2e | s seve w Era isogce OF 22448 EE). 10 A FONT OF SEVERE CURATAE WIA CUE CENCE IER ND ING A TONS OF SVEN TET, HENGE PROCEED ALONG THE ARC OF SAO CURE: MAGUS A CETL MAE Ce CEMTIAL MOLE OF 03 DEORES 09 UNITES 97 SEDIOS AN ARC DSTNCE OF W690 FET (CORD SMH NO OSUNCE = MOAT 38 4G NNITES 14. SECONDS EAST, A OSTANCE OF 4689 FEED ke era (ES a lam lease | eee 7 24 UGE C9 ABUTS 5 SCNDS, EE DSUNEE Ok 275 TE, GRO BEHRNG AD OSCE. = WORD 05 DERE 06 ABUTS 13 SCINDS AS, 4 OSUNCE OF 22682 FET 10TH PMT OF ener oF PROCEED MIR Se DGEES 46 MARES 3 SLODS WET. AOSTA OF TOd0 FETT A PONT OG NORTHVESTERLY AND HANG A RADUS OF 84021 FEET; THENCE PROCEED ALONG THE ARC OF SAD oO <E.: lez . M SHO CURVE: THENCE PROCEED NORTH’ 15 DEGREES 15 MNUTES 12 SECONDS EAST, A OSTANCE OF 7042 FEET 10 THE PONT OF CURVATURE OF A CURVE CONOAE SOUIMEASTERLY AND WANG A RIOUS OF 296.47 FEET; CURVE, THROUGH A CENTRAL ANGLE OF 12 DEGREES O7 MINUTES 14 SECONDS, AN ARC DSTANCE OF 177.74 FEET, (CHORD BEARNG AND DSTANCE = NORTH St DEGREES O7 MNUTES 49 SECONDS CAST, A STANCE OF 17241 |] CL coe ale ca | sw | ns00 lw) swarere re Hck Pie AE Iie Me FAD C.D A CRAG ONE ce ESP SED mt Me DSI OF 2419 FE, (OED SANE MO DSTACE = MA So ECE FeEn, PROCEED NORTH 44 DEGREES $5 UNUTES 45 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A PONT ON A CURE NORTHWESTERLY AND HAVING A RADUS OF 780.29 FEET; THENCE ProceED ALons J] —— fame woz |s|2 MBUES 38 SECONDS OST A DSINCE OF 24642 FEE, TO A PORT OF REVERSE CURATIRE WH A CONONE WESTERLY AND HAWG A AOS OF 228.0 FET HENCE PROCEED ALONG HE ARC OF SAD CURVE, THE ARC OF SAD CUE THROUG A CEMRAL ANGLE OF 15 DEGREES 16 WES 47 SEONDS, AW ARC DSTANE OF 21076 FEE, (OO SEAMING AND DSTNEE = SOUM $2 OEERES 42 US 36 sexs WEST. A || bod |e210 cas | wars | e500 | sswoo | s 22 € 137 TWROU A COMPAL AWAE OF SO DECRES OO MINTS GO SECONOS, AN AR DSTANCE OF 5545 FET (CHORD BARN NO OSTANEE = NORTH 19 ORERES 70 (04 SECONDS EAST, A DISTANCE OF 318.20 FEET}, DISTANCE OF 210.13 FEET) TO THE PONT OF TANGENCY OF SAD CURVE: PROCEED SOUTH 60 DEGREES 20 UNUTES 59 SECONDS WEST. A DSTANCE OF 47.16 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE Lu Aso 818 - - ~ ‘TO THE PONT OF TANGENCY OF SAD CURVE; THENCE PROCEED NORTH'25 DEGREES 39 MBUTES 56 SECONGS WEST, A DSTANCE OF 200.74 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAWNG A SOUTHEASTERLY AND HAVING A RADUS OF 308.44 FEET; THENCE PROCEED ALONG THE ARC OF SAO CURVE, THROUGH A CENTRAL ANGLE OF O3 OEGREES 49 UNUTES 25 SECONDS, AN ARC DISTANCE OF 20.58 FEET, (CHORD og [Balz ces | wear | ass00 |essru | s 2nese w mae BesaNG 280 DSIANCE = SOUTH $8 DEGREES 26 MDUIES 13 SEDONOS WEST, A DSTANGE OF 2058 FEET) TO THE PONT OP BEDANMG OF THe PARCEL HERON Ox ras [ele cz | swoas | woor | sree | waver e600 SAO PARCEL CONTANENE 07 ACRES, MORE OR LESS NM {528 F le 2s | wmsas | meson [aesese | _wiseze 16098 ] £29 i Oo fey ers | |e Q 390 | |e TOGETHER WITH su i (San EASEMENT) os S ‘A PARCEL OF LAND IN LNOMDED TOMNSHP 2 SOUTH RANGE 22 NEST, OKALOOSA COUNTY, FLORDA, BENG EXPUOMLY DESCREED AS FOLLOWS: e5 fa DSTANCE. OF 1813.11 FEET) THENCE SOUTH 78 DEGREES 33 MINUTES 16 SECONDS WEST, A DISTANCE OF 405.69 FEET; THENCE PROCEED SOUTH 7 OEGREES 8 MINUTES 01 SECONDS aS Ie OMEN ATE COVER. NIERSICTON OF SATE ED f30/US, MOM 9 (RET OF WA VES). ASCERCED OX ORDA CEPATME OF TRAPORTHTN REO WAY WAP SECTON 700-2548 (SHEE 1 6 WES A DSIGE OF Ski 10 he uM OF EON OF Te RC HEN DES THROUGH 4), AND ME EAST/MEST DVISON UNE OF oun FORD SAD FORT BENG Gh CURE CONDE NORTIERY MO HUNG a RAINS OF S72058 FEET: HENGE WEST OM SAD CENTER LONG X F8 ‘SHO PARCEL CONTANNG 167.10 ACRES, MORE OR LESS. THE AEG OF HD Oui 4 DSTAE Or s4a4g FEET TROUGH A CONTA ANGLE OC OCGRES 1 SECONDS (CHORD = 549.27 FEET, ‘= NORTH 79° DEGREES 28 WNUTES 45 SECONDS WEST), ra TO A PONT OF TANGENCY ENCE CONTE CENTERLINE NORTH 76 DEGREES 43 MRWTES 54 WEST. A DSTANCE OF 1172.14 FEET; THENCE, DEPARTING SAD m4 fa DEGREES 08 MATES 51 SECONDS WEST, A DSTANCE OF 99:57 FEET TO A PONT ON THE NORTH RIGHT OF WAY LAE OF THE AFOREMENTONED STATE ROAD 430; THENCE ALONG SAD NORTH RECHT OF way UNE THE FOuoWNG | [B= ig TOGETHER WITH TEX (10) CALS: (1) NORTH 73 OEGREES 51 MBWTES 48 SECONOS WEST, A DSTANCE OF 270:54 FEE: (2) NORTH 78 DEGREES 38 MATES 05 SECONDS WEST, A OSTANCE OF 6003 FEE: (3) NORTH 76 oecaeeS 43 | 18 a TQS THER WITH: MGIES 35 secs WEST, A OSTEO Z50CO FE (1 MEIN 66 ORES 45 UNITES 22 SONOS WE. OSINGE OF 25244 FE () NORM € OCGEIS 4 AMOS 4 SEAOS WET, A DSIRE OF 8 252.44 FEET; (6) NORTH 76 DEGREES 43 MINUTES 33 SECONDS WEST, A DISTANCE OF 2750.00 FEET; NORTH 75 DEGREES 39 MINUTES SE SECONDS WEST, A DISTANCE OF 540.71 FEET TO THE PONT OF CURVATURE OF A lo 3 SaRSSL GE iE Ania SAL SSD ea LO ER eS (OVE SOUTHERLY AND HAVNG A RADUS OF 3919.72 FEET; (8) THENCE ALONG THE ARC OF SAD CURVE, A OSIANCE: OF 159448 FEET, THROUGH A CENTRAL ANGLE OF 23 DEGREES 18 MNUTES 26 SECONDS, fa {CHORD = 1583.52, CHORD BEARING = NORTH 06 DEGREES 22 MINUTES 45 SECONDS WEST) TO A POINT OF TANGENCY OF SMD CURVE: (9) SOUTH 78 DEGREES 33 MINUTES 16 SECONDS WEST, A DISTANCE OF 405.69 FEET; lw pues TH NORTINEST CORNER OF LT 1 OF COMMODORE Pow (At BOOK 6, PAES 73-78), THENCE PROCEED SOUT 1 DEGREES 15 MNLTES 13 SECONDS FAT A DSTANCE OF 82-44 FET: TENCE PROCEED (30) SOUTH 78 DEGREES 58 MINUTES 01 SECONDS WEST, A DISTANCE OF 576.12 FEET TO A PORT ON THE EAST RIGHT OF WAY UNE OF STATE ROAD $283 (110 FOOT RIGHT OF WAY): THENCE ALONG THE EAST RIGHT OF WAY iB Soumt 65 S MNLTES 31 A DSUANCE OF 161748 FEET, THENCE PROCEED NORTH 76 DEGREES 5§ MBWTES 49 SECONDS WEST, A DSTANCE OF 1074.67 FEET; RTH 30 DEGREES UNE OF SAD STATE ROAD 4293 THE FOLLOWNG SK (6) CALLS: (1) NORTH 10 DEGREES O1 MINUTES 59 SECONDS WEST, A DSTANCE OF 177403 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND lo (07 MINUTES 37 SECONDS WEST, A DSTANCE OF 407.65 FEET; THENCE NORTH €2 DEGREES 17 MINUTES $4 SECONDS WEST, A DSTANCE OF 53.20 FEET TO'THE LY RIGHT OF MAY OF LEGENDARY MARINA DRIVE, FORMERLY HAVING A RADIUS OF 1582.02 FEET; (2) THENCE ALONG THE ARC OF SAD CURVE A DISTANCE OF 376:90 FEET, THROUGH A CENTRAL ANGLE OF 13 DEGREES 39 MINUTES 00 SECONDS, (CHORD = 376.01 FEET, CHORD BEARNG ia ge SEAT ov SaNUD (Red Of, NONKE OE ME ESTRY Wb NORDERY REF WAY UNE’ OF SD LOM UA DE, TE FLOWN CALS NORD 1 OEHETS 15 MES, 12 = NOS OES. 12 MITES 29 SEIDS MEST) TO DE POT OF ARDC OF SAD CAME: () WON 3 DEES 37 WES 0 SECOND ST A DSUNCE OF 10724 FEET O FONT OF OUTTA. OF A IS SECONDS EAST, A DSTANCE OF 7.58 FEET TO THE PONT OF BEGAWNG; THENCE CONTAUE NORTH 15 DEGREES 15 MNUTES 12 SEOONDS EAST, A DSTANCE OF 61.20 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE CURVE CONCAVE EASTERLY AND HAVNG A RADUS OF 1577.59 FEET (4) THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 16 DEGREES 26 UNUTES 10 SEOONDS, AN ARC DSTANCE OF 395.12 2 'SOUTHEASTERLY AND HAVING A RADUS OF 296.47 FEET; THENCE ON THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 49 DEGREES 06 WNUTES 52 SECONDS, AN ARC DISTANCE OF 254.13 FEET, (CHORD BEARNG AND FEET, (CHORD GEARING AND DSTANCE = NORTH 11 DEGREES 50 MINUTES O2 SECONDS EAST, A DSUANCE OF 393.77 FEET), TO THE PONT OF (OF SAO CURVE: (5) THENCE PROCEED NORTH 20 DEGREES 03 MNUTES wy rarT DISTANCE = NORTH 39 DEGREES 48 MATES 38 SECONDS EAST, A STANCE OF 246.42 FEET), TO A PONT OF REVERSE CURVATURE WH A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 225.00 FEET; THENCE ON THE 01 SECONDS EAST, A OSTANCE OF 294.19 FEET TO THE PONT OF BEGANING: ‘GONTAWUE NORTH 20 DEGREES 03 MAUTES O1 SECONDS EAST, A DISTANCE OF 74.69 FEET; THENCE, DEPARTING SAD EAST RIGHT OF ra g AB UNE TABLE UNE TABLE ‘ARC OF SNO CURVE, THROUGH A CENTRAL ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS, AN ARC DISTANCE OF 353.43 FEET, (CHORD BEARING AND DISTANCE = NORTH 19 DEGREES 20 MINUTES 04 SECONDS EAST, A WAY LINE, ‘56 MINUTES 59 SECONDS EAST, A DISTANCE OF 24.69 FEET; THENCE PROCEED SOUTH 20 DEGREES 03 MINUTES 01 SECONDS WEST, A DISTANCE OF 12.57 FEET; THENCE PROCEED SOUTH 2 lo ne DSTANCE OF 31820 FEET), TO THE PONT OF TANGENCY OF SAD CURVE: THENCE PROCEED 'NORTH 25 DEGREES 39 MINUTES $6 SECONDS WEST, A DISTANCE OF 290.74 FEET; TO THE POINT OF CURVATURE OF A CURVE 65 DEGREES O3 MINUTES 01 SECONDS WEST, A DISTANCE OF 17.14 FEET; NORTH 69 DEGREES $6 LANUTES $9 SECONDS WEST, A DISTANCE OF 12.57 FEET TO THE PONT OF BEGHNRG, é 2 F[oRECTION | LENGTH une g]oecON | LENGTH une ¢[oiRecTION | LENGTH SOUTHERLY AND FAYNG A RADUS OF 225.00 FEET; THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF ‘90 OEGREES 00 uA ‘ARC STANCE OF 353.43 FEET, is : : (Grom SEARIG 10 ‘= NORTH 70 DEGREES 39 UANUTES $6 SECONDS WEST, A DSTANCE OF 31820” FEET, TO THE PONT OF TANGENCY OF SAO CURVE: THENCE PROCEED SOUTH 64 DEGREES 20 MINUTES Of Is t_| wasisia"e | 7o4z tbo _| sissoz7'e | za2s tse [n szae35" w| 10.00" WEST, A OF £49.35 FEET; 10 THE PONT OF CURVATURE OF A CURVE CONCAVE NORTHERLY ANO HAVING A RADUS OF 180.00 FEET; THENCE PROCEED ALONG THE ARC OF SKD CURVE, THROUGH A CENTRAL 2 > : = = = INGLE OF 45 DEGREES 42 MNUTES 57 SECONDS, AN ARC DSUANCE OF 119.68 FEET, (CHORD BEARNG AND DSTANCE = SOUTH 87 DEGREES 11 MINUIES 35 SECONDS WEST, A DISTANCE OF 11633 FEET), TO THE PONT OF g 12 Westen | aa Lats Bese [see 22 eee S|: Sey TUNGDICY OF SO CURE: THENCE PROCEED NORTH 69 OEGREES S& MITES 52 SECONDS WEST. A DSTANGE OF 87-17 FEET TO TE EASTERLY ROHT OF WAY LNE OF STATE OD 4293: THENCE PROCEED SOUTH 20 DEGREES TOGETHER WITH s ; : 7 (3 UNUTES 01 SECONDS WEST, ALONG SAD EASTERLY RIGHT OF WAY UNE, A DSTANCE OF 50.00 FEET TO Th OF WAY UNE OF SMD LESEIONRT PROCEED ALONG THE SOUTHERLY NO (TRANGUUAR PARCEL) 5 | wasoesy"e | eset Le: [sare y | Base a ROOK OF WAY UNE OF SAD LEGENDARY WARNA DANE THE FOLLONNG CALS: SOUIM €9 DEGREES 56 MRWTES 59 SEGONDS FAST, A DSTANCE OF 9717 FEET TO THE PONT OF CURVATURE OF A CURIE CONE seid Ms u“ W ivOHt2" Ww} 112107 L335) | N 2421's" E 62 | N 200501" E | 24.69" NORTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE PROCEED ALONG THE ARC OF SAID CURVE, THROUGH A ANGLE OF 45 DEGREES 42 WINUTES 57 SECONDS, AN ARC DISTANCE OF 159.58 FEET, (CHORD A PARCEL OF LAND IN UNDIMDED TOWNSHIP 2 SOUTH, RANGE 22 WEST, OKALOOSA COUNTY, FLORSDA, BEING EXPLICITLY DESCRGED AS FOLLOWS: BEARNG AND OSTANCE = NORTH 67 OEGREES 11 MEMUTES 33 SECONDS EAST, A DSTANCE OF 155.38 FEET), TO THE PONT OF TANGENCY OF SAD CURVE: PROCEED NORTH 64 DEGREES 20 MNUTES 04 e S| w2sorse €| soror we | ware ws | sessese c| 2069 ‘A OSIANCE OF 443.36 FEET TO THE PONT OF CURVATURE OF A CURVE. CONCVE. SOUTHERLY ANG HAVNG'A RADUIS OF 175.00 FEET, THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 80 COMMENCE AT THE SOUNMWEST CORNER OF REGATTA COMMONS, AS RECOROED IN PLAT BOOK 18, PAGES 11 ANO 12 OF THE PUBL RECORDS OF OKALOOSA COUNTY, FLORDA: THENCE PROCEED NORTH 76 DEGREES 43 eg — - - ~ DEEEES 0 MULES 00 SECONDS 16 A DSUNEE OF 27489 FE, (HERD SERNG AN DSACE. = SOU 7 ORES 38 UTES SE SECOUS OSA DSL OF 24748 FEA, 10 Me ORT OF TMGDICY OF MALES 30 SCEOS WES, KONG TE NUMER RMT OF WAY NE OF SME ROD 30 (US MOMS) A DSUNCE OF 18725 FEEL NCE PROCEED NOT 7 DEES 0 UAUTES 52 8 7 ts | wenste e | 30728 us [wessre tes _|s 2oosor w | 1257 SSAD CURVE: THENCE PROCEED SOUTH 25 DEGREES 39 ‘SECONDS EAST, A DSTANCE OF 290.74 FEET, TO THE PONT OF CURVATURE OF A CURVE CONCAVE WESTERLY +k RAQUS OF 17500 FEET: THENCE SAD OF WAY UNE, A DSTANCE OF 455.95 FEET 10 THE PONT OF BEGANING: THENCE ORTH 75 DEGREES 38 MNUTES 58 SECONDS WEST, ALONG SAD Y RIGHT OF Way UNE A YS fey @ lreoew| aa im bnemee i leew Ge PROCED MONS THE ARC OF SAD CURE. THROUGH A COMTAL AIGE OF 80 DEGREES OD MAES CO SEEDS, AN ARC OSTANCE OF 27460 FIT, (CHRD BEARNG AWD OSTANCE = SOUM 19 DEGREES 20 MAES Of DSIMEE OF 8476. TEE TO'A FONT Qt A GUNE CONE SOUMERLY AND TONG A RAOUS OF 9182 FEEL MEME ‘HONG THE ARC OF SAD THROUGH A INGE OF OF OE fi as ‘SECONDS WEST, A DISTANCE OF 247.48 FEET), TO A PORT OF REVERSE CURVATURE WITH A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 346.47 FEET; THENCE PROCEED THE ARC OF SAID CUF MINUTES 00 SECONDS, AN ARC DISTANCE OF 71.83 FEET, (CHORD BEARING AND DISTANCE = 7 DEGREES 15 MINUTES 03 SECONDS WEST, A DISTANCE OF 71.83 FEET): OP SAD NORTHERLY RIGHT w i | wwiwie | 7a iy | wewerw ise [nesses w| i257 ‘A CENTRAL ANGLE OF 49 DEGREES 08 $2 SECONDS, AN ARC DSTANCE OF 296.99 FEET, (CHORD BEARING AND OSTANCE = SOUTH 39 DEGREES 45 MINUTES 38 WEST, A DSTANCE OF 287.98 FEET), 10 THE OF WAY UNE, PROCEED NORTH 12 DEGREES 13 UNVTES 27 SECONOS EAST, A DSTANCE OF 247.97 FEET TO A PONT ON A CURVE ‘A RIDUS OF 218.00 FEET; THENCE PROCEED ALONG J (<> 7 —-\ PONT OF TANGENCY OF SAD CURVE: THENCE PROCEED SOUTH 15 DEGREES 13 MINUTES 12 SECONDS WEST, A DISTANCE OF 61.20 FEET; THENCE, DEPARTING THE WESTERLY RIGHT OF WAY UNE OF SAID LEC THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 25 DEGREES 26 MINUTES 44 SECONDS, AN ARC DISTANCE OF $5.48 FEET, (CHORD BEARING AND DISTANCE = SOUTH 14 DEGREES 57 MINUTES 45 SECONDS £2288 a is _ [wisi e | oar Gs [rieisse ve7_[w 7ssesew] eave | ORvE, PROEED SOUT 7 DCOREES 46 MNUTES 48 SECONDS EST, A DSTANE OF 80.0 FEET TO THE POM OF SOONG OF THE PARCEL HEREIN DESCROED. Si, § USUNE OF 9470 FE” TO A FONT OF ROERSE RAE WM & CURE CONG HORHEASERY HO HUNG A MOUS OF TES FE: TONE POEED ADK Te We OF SD OE DOU A TLE REE R wo ty ARE 55 SERS 1 MTS 0 SEO "WN ARE OSCE OF 17819 FE, (GOD GONDG MO OSES © SOM 29 OAKES MNES 23 ODES OS, AoSWeE or Tie MOE |] ys eee é |e uo | s erzvoe w| 44938" 139 |W 363048" Ww t68 | wizisar'e | 24797 ‘SND PARCEL CONTANING 2.23 ACRES, MORE OR LESS. SROCEED Sout v4 AGREES 20 MINUTES 02 SECDNER WES, CANE OF Se FET TO. PONT OF BEGINNING OF THE PARCEL HEREN geesg e |é reece w| anar co [waver | “ase [see | to Ge THER WITH: sine aa ks, 8 T 53588 aie = ; = : = Seeice 3/5 u2 |s 20x01" w | 5000 ut | ass7so ww] 42se wo | seseuse | size qua Pacey SEZse8 esle e = = 7 ; geree Bo SEE | SUT cain AE La BL ot | RSet) A CONMENCE AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF STATE ROAD 30 (U.S. HIGHWAY 98) AND THE EAST RIGHT OF WAY LINE OF STATE ROAD #293: THENCE 25 892 Saiz ua [wevzvor € | 40.35" us [wnwsre | Mer i [worse | sor PROCEED ALONG THE EAST RIGHT OF WAY LINE OF SAID STATE ROAD 4293 THE FOLLOWING SIX (6) CALLS: (1) NORTH 10 DEGREES 01 MINUTES 59 SECONDS weST, A oistance of TOGETHER WITH Boku? 32/5 — ~ 7 1774.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1582.02 FEET; (2) THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF [(R/W PARCEL) 22882 adie us| s zs3es6" € | 29074 U4 | wasisiste | 3670" 376.80 FEET, THROUGH A CENTRAL ANGLE OF 13 DEGREES 39 MINUTES 00 SECONDS, (CHORD BEARING AND DISTANCE = NORTH 03 DEGREES 12 MINUTES 29 SECONDS WEST, A BeuPee 2915 us Feeinewl war ae (Wane cae, DISTANCE OF 376.01 FEET), TO THE POINT OF TANGENCY OF SAD CURVE: (3) NORTH O3 DEGREES 37 MINUTES 01 SECONDS EAST, A DISTANCE OF 1197.24 FEET TO THE POINT OF 4 PARCEL OF LAND LYING N’ UNDNDED TOWNSHIP 2 SOUMH, RANGE 22 NEST. OKALOOSA COUNTY, FLORIDA, SENG MORE PARTICULARLY DESCREED AS FOLLOWS: peerge Sei CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1377.38 FEET; (4) THENCE PROCEED ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 16 ane ce ne 1 eR Fs. Nome WO FY We) Re HET RS Me FS o,f Go Fm a eDeeee sale emer we] Loe ese a SOT yah Sto acnd or Es te at Sy No el wil EOE Ct eit Svan” Comoe ast Sak GET SSPE BAAR MA Se EPS i RS rt a Se ie Se SSS LEE ale us_|s assur] 07 u7 | wisasere | assr OF BEGINNING; (6) THENCE CONTINUE NORTH 20 DEGREES 03 MINUTES 01 SECONDS EAST, A DISTANCE OF 905.51 FEET TO THE MEAN’ HIGH WATER LINE OF CHOCTAWHATCHEE Bay; STATE ROAD $283 THE FOLLOWING SEVEN (7) CALLS: (1)NORTH 10 DEGREES 01 MNUTES $9 SECONDS WEST, A DISTANCE OF 177403 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HANG A [TE << 2 O 4 £813 = HENCE PROCEED EASTERLY, ALONG SAD MEAN HIGH WATER LINE, A DISTANCE OF 671 FEET, MORE OR LESS; THENCE, DEPARTING SAD Mi 3H INE, PROCEED SOUTH 04 FADUS OF 157802 FEET; ()THENCE ALONG THE ARC OF SND CURVE A DISTANCE OF 37S.8¢ FEET, THROUGH A CENTRAL ANGLE OF 13 DEGREES 38 NUTES 00 SECONDS, (CHORD BLARNG AND DSTANCE = NR Os |] BZS SS > 23|3 ue [siswsr w[ sos us [x sasare | sore DEGREES 13 MINUTES 18 SECONDS WEST, A DISTANCE OF 307.25 FEET: THENCE PROCEED SOUTH 26 DEGREES 07 Mil 38 SE WEST, A DISTANCE OF "107.01 FEET; TH CSREES 12, MARSES. 9 SECIS Wes| A SHAE MF S705, FEEI) VOTE PORT OF IRENCY OF SMD CUE; (JOE PROceED. MOM 03: DEGIEES Sy Mates 61 SEO Biel, A EINES CABS Hee ed ISo2|2 z : = PROCEED SOUTH 11 DEGREES 0% MINUTES 12 SECONDS EAST, A DISTANCE OF 112.10 FEET; THENCE PROCEED SOUTH 35 DEGREES OB MINUTES 33 Si WEST, A_DISTANCE OF — (4JIHENCE PROCEED NORTH 86 DEGREES "22 MINUTES $8 SECONDS WEST, A OSTANCE OF 4.00 FEET; (S)THENCE PROCEED NORTH O3 DEGREES 37 MAUTES 01 SECOND EAST, A OSTANCE OF 721.66 FEET TO ME POMT OF |] ZZ <8ES ZaS|2 tao |s asosos w| 5536 us | x svar w | soos 155.90 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 225.00 FEET; THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROU NTRAL ANGLE (OF A CURVE CONCAVE EASTERLY AND HAVING A RADUS OF 1 FEET, (6) THENCE PROCEED ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 16 DEGREES 26 MNUTES 10 seoons, Wake [|S SFOS 525 |2 i |sexverw| sar i Lwesee w | er OF 57 DEGREES 19 MINUTES 15 SECONDS, AN ARC DISTANCE OF 225.10 FEET, (CHORO GEARING AND DISTANCE = NORTH 87 DEGREES 00 MINUTES 18 SECONDS WEST, A DISTANCE OSTANCE OF 395.12 FEET, (CHORD BEARNG AND DISTANCE = NORTH 11 ‘50 MINUTES 02 SECONDS EAST, A DISTANCE OF 393.77 FEET), 10 THE PONT OF TANGENCY OF SAO CURVE: worm 20 1? SSo28 ircted [4 OF 215.83 To THE POINT OF TANGENCY OF SAID CURVE: THENCE PROCEED SOUTH 64 DEGREES 20 MINUTES 04 SECONDS WEST, A DISTANCE OF 449.36 TO THE PONT OF DEOREES 03 WNUTES 01 ‘SECONDS EAST. A DSTANCE OF 48230 FEET TO THE NORTH RIGHT OF WAY UNE OF REGATIA BAY BOULEVARD (30° ROM OF WA]; TENGE PROOEED ALONG SAD NORTH RMT OF WAY UNE THE TS RG os Sc ic8|s im |sewsew| ma in | wssese w | ass CURVATURE OF (A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 150.00 FEET; THENCE PROCEED ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45 FOLLOWNG NNE (9) CALLS: (I)THENCE PROCEED SOUTH 69 DEGREES 56 NNUIES 59 SECONDS EAST, A DISTANCE OF 97.17 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND HANG ARADUS OF PES 85 < wale DEGREES 42 MINUTES 57 SECONDS, AN ARC DISTANCE OF 119.68 FEET, (CHORD BEARING AND DISTANCE = SOUTH 87 DEGREES 11 MINUTES 33 SECONDS WEST, A DISTANCE OF 150.00 FEET; (2)IHENCE PROCEED ALONG THE ARC OF SAO CURVE THROUGH A CENTRAL ANGLE OF 45 DEGREES 42 MNUTES 57 SECONDS, AN ARC DISTANCE OF 119.68 FEET (CHORD BEARING AND DISTANCE = NORTH 87 SS8s55 Hose us |sassrze"w] 3854 2 | Ness’ | 3728 116.53 FEET) TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 69 DEGREES 56 MINUTES 59 SECONDS WEST, A DISTANCE OF 97.17 FEET TO THE POINT OF BEGINNING. DEGREES 11 MINUTES 33 SECONDS EAST, A DISTANCE OF 11653 FEET), TO THE PONT OF TANGENCY OF SAD CURVE; (3) THENCE PROCEED NORTH 64 DEGREES 20 MAUTES 04 SECONDS EAST, A DISTANCE OF 449.36 FEET TO. wo>Zod acai Fo 7 . ee THE POINT OF CURVATURE OF A CURVE CONOAVE SOUTHERLY AND HAVING A RADRUS OF 225.00 FEET; (4)THENCE ALONG THE ARC OF SAD CURVE THROUGH A CENTRAL ANGLE OF 90 DEGREES 00 LENUTES 00 SECONDS, AN ARC #3528 oS )s tae |W sesror" w | 3143 uss [wazor" w | rao" ‘SAD PARCEL CONTAINING 12.97 ACRES, MORE OR LESS. Deiat oF 35043 PET (OHNO BERING MO DSTGE = SOUM 70 CERES 3 UnuES 56 CONS EST. A USAGE S12 FET) To WE POM O” DNEDI OF AD Came. (MEN rmocemD soum'2s | NOS Oey2 ie (ner | ue i [nwesrnl| sae DEGREES 39 WNUTES SE SECONDS EAST, A DSTANCE OF 290.74 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAIG A RADUS OF 22500 FEET; (E)IHENGE PROCEED ALONG THE ARC OF SAD § TOGETHER WITH CURVE THROUGH A COMTRAL ANGLE OF 9D DEGREES 09 UNSTES 00 SECONDS, AK ARC DSTANCE OF 543 FET (CHORD BEARNG NO OSTANCE = SOUTH 19 DEGREES 20 UNGTES OF SEOOOS WEST, A SsUwCE OE 31820 | (EEO ECT. \o wae |W asaeI0 w | 2738 iss |wesseore | conor oes Se FEET) TO A PONT OF REVERSE CURVATURE OF A CURVE CONCAE EASTERLY AND HAVING A RADUS OF 296.47 FEET: (2JMENOE PROCEED ALONG THE ARC OF SAD CURVE THROUGH A CDURAL ANGE OF 49 DEGREES 05 e ae ee Ra MOUS 52 SCONDS, i AC SUE OF 2413 FEI ERD DEG 1 OIE, «SOD 2 DERE 4 MNES 8 SCINS ESL A DSIMCE F240 ED, TOT ORT FREE Of SAD OE 06- 233RACH (THENCE PROCEED SOUTH 15 DEGREES 13 MMUTES 12 SECONDS WEST, A DSTANCE OF 69.35 FEET TO THE PONT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVENS A RADUS OF 534.62 FEET; (9JMENCE PROCEED ae lecenciaur| |rac tesa e| ioe SRP Un we aR 2S, i: 2, tc n,m Se a ea ee ae aces aaa a ae ee eee ae ae eee ae 2 WEST, A DSTANCE OF 22693 FEET), 10 THE PONT OF BEGNNG, THENCE 'SOUTH 08 DEGREES 56 MNUIES 45 SECONDS EAST, A OSUANCE OF $1.29 FEET TO THE PONT OF CURVATURE OF A CURVE CONCNE 8 was | s ssaeuet w | s26s us [weowore| ae COMMEDCE AT THE NORTINEST CORNER OF LOT 1 OF COMMODORE PORT (PLAT BOOK 16 PAGES 73-76), THENCE SOUTH 10 DEGREES 15 WAUTES 13 SECONDS EAST. A OSTANCE OF 152.44 FEET: THENCE SOUTH 65 DEGREES NORTHWESTERLY AND HAVING A RADUS OF 25.00 FEET: THENCE PROCEED ALONG THE ARC OF SAD CURVE. THROUGH A CENTRAL ANGE OF 66 DEGREES 30 UNUTES 46 SECONDS, AN ARC DISTANCE OF 296.02 FEET. (CHORD | JOANN BYBLW. | SCALE: TT = 300 J M4 MINUTES 31 SECONDS WEST, A DISTANCE OF 627.02 FEET TO POINT OF BEGINNING: THENCE INUE SOUTH 65 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 241.67 FEET; THENCE PROCEED SOUTH 63 ‘SOUTH 24 DEGREES 18 MINUTES 38 SECONDS WEST, A DISTANCE OF 279.68 FEET), TO A PORT ON A CURVE CONCAVE EASTERLY AND HAVING A RADUS OF 100.00 FEET; THENCE 1S DEGREES 25 MNUTES 58, SEDONDS EAT, A DSTANCE OF 7.72 FEE, THENCE PROCEED SOUTH 43 DEGREES 36 MINUTES 1 SOND. AST A DANCE Of 27.35 FEET, THENCE PROCEED SOUTH 96 OEGRETS 22 MNUTES 27 THROUGH A CENTRAL ANGLE OF 57 DEGREES 22 MINUTES 11 SECONDS, AN ARC DISTANCE OF 100.13 FEET. (CHORD BEARING AND DISTANCE = NORTH 11 DEGREES 30 MINUTES 52 SECONDS EAST, A OW. GATE: 12-02-13 | OREER: 13-1165 SECONDS AST. A DSTANCE OF 44.99 FEET: THENCE PROCEED $7 WNUTES O1 SECONDS EAST, A DSTANCE OF 3143 FEET: THENCE ‘NORTH 49 DEGREES 51 MRWUTES. 26 SECONDS EAST, A J, TOA PONT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHVESTERLY AND HAVING A RADUS OF 205.00 FEE, THENCE PROCEED ALONG THE ARC OF SAD CURVE THROUGH A CENTRAL 5 2 DSNCE OF 38.54 FEET TH Decrees MUTES 3 SEOONOS OT, A UTWE OF 205% FE: HOA PROCEED NOR 2 DEDRES 47 WAUTES 2 SEEONOS OA DSIEE OF 9.16 FET: EGREES 58 MNUTES 54 SECONDS. AN ARC DISTANCE OF 175.25 FEET (CHORD BEARING AND OSTANGE = NORTH 15 DEGREES 1 UNUTES 24 SECONDS EAST, A DSTANCE OF 168.96 FEET), TO THE PONT OF TanGency | | FELD DATE: N/A PROECT: 06-233 ful COND NUTES 51 SECONDS THENCE PROCEED NORTH! OF SAD CURVE: THENCE PROCEED NORTH 08 DEGREES 56 MINUTES 45 SECONDS THENCE PROCEED NORTH B1 OEGREES 03 NUTES 14 SECONDS EAST, A DSIANCE OF 5000 FEET TO THE 2 BO DEGRES 99 MUTE 47 SEEDS EAL A DUANE OF O78 ELT 10 THE PONT OF BEGOWG OF THE PARCEL EREN DESORED. Post Or Sembee OF TE PwC REN DESREED, | Nn nn nv AOSUNGE OF 028 RE _ we cos A SHO PARCEL COMTHNING 0:29 ACRES, MORE OR LESS SHO PARCEL COMTANING 037 ACRES. oS 2 SHEET |a ri iB ta Fe = 2 OF 2)