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

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