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

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)