Okaloosa County BOCC — October 7, 2014 — kp amend 1 — reading text

FOR A DISTANCE OF 10.72 FEET TO A POINT OF CURVATURE) THENCE GO ALONG A CURVE GONCAVE WESTERLY HAVING A RADIUS OF 100,00 FEET, FOR AN ARG OF 97.068 FEET (DELTA = 56 DEGREES 07 MINUTES 38 SECONDS, CHORD BEARING = SOUTH 20 DEGREES 39 MINUTES 09 SECONDS WEST, CHORD DISTANCE » 94.09 FEET) TO A POINT OF REVERSE CURVATURE; THENCE Go SOUTHERLY ALONG A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 150,00 FEET, FOR AN ARO OF 117,13 FEET (DELTA = 44 DEGREES 44 MINUTES 20 SECONDS, CHORD BEARING = SOUTH 26 DEGREES 20 MINUTES 47 SECONDS WEST, CHORD DISTANCE = 114,17 FEET) TO A POINT OF YANGENCY; THENCE GO SOUTH 03 DEGREES 68 MINUTES 37 SECONDS WEST FOR A DISTANOE OF 90,87 FEET TO THE POINT OF BEGINNING, SAID DESCRIBED PARCEL OF LAND BEING SITUATED IN TOWNSHIP—2~SOUTH, RANGE-22-WEST, OKALOOSA COUNTY, FLORIDA, AND CONTANS 1.67 ACRES MORE OR LESS. CC. EL ofe Ls E. WAYNE PARKER, PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 3883, CORPORATE NUMBER 7174 STATE OF FLORIDA NOT VALID WITHOUT ORIGINAL RAISED SEAL OF FLORIDA REGISTERED LAND SURVEYOR SHEET 1 OF 2 EES EE ER ee sie MERRILL PARKER SHAW, INC. DESCRIPTION/DESCRIPTION Sa rene AG nee —_ _ —_ PREPERED BY: AES, CHECKED BY: EWP SERED | [ Te ey ey SCALE 1":100' PROJECT # 13~5605-S SOUTHWEST CORNER OF PARKWAY PARCEL 1A~2 (Q.R. BOOK 2948, FACE 1183) Nee} NoRTHERLy w» RIGHT-OF Way Orsay wy CURVE DATA: COMMONS DRIVE WEST curve ova LENGTH: 83.38! CF b 103, RADIUS: 883,00" (RIGHT: - OF- WAY. VARIES) RAOIIS: 837.00" DELTA: o3°48'09” 87427'19"E DEUTA: 1 Voq'so" CH, BRO. Net26'02"¢ 3 69 PONT OF CH, BRC. NaS‘os'10"E CH, DISTANCE: 83,34" Ricans Ear CURVATURE CH, DISTANCE: 103.04 fee oy “po sony ay ] 2295 $0724'39°E | ta,72 + BY POINT OF REVERSE ! RADIUS! 526,00" CURVATURE | DELTA 09'31'20" NN _ | cH. BRO: S7at2'5ee CURVE DATA | hd CH, OISTANCE® 87,18 POINT OF REVERSE LENGTH: 97.00" | QURVATURE anos 100,00" . 1 56°07" PARCEL 1A~2 Gk eRe: saa'so'cow | PARCEL 14-1 is VACANT fuori ita CH, DISTANCE: 94.09" | 1,57 ACRES (US! 160,00" i Deltas 404670" PARCEL 181 | CH. BRO: S2e20'47°W | GH, DISTANCE: 114,17! | 223'W 28.20! US. HIGHWAY 98 27,78 CURVE DATA POINT OF BEGINNING LENGTH: 328.32 : FLORIDA STATE ROAD 50 mas $020 ce ’ i —~OF—' GELTA: 03°20'30" Qe (200' RIGHT-OF-WAY) CH. BRO: N87°41'30°W Fi Sa6'9}! EO ler CH, DISTANCE, 328.20" e8 [mr S08 UT 28'E saa zt > CENTERLINE op VSP \ * I 5 4 ATE ROAD $309 TT ed wR CURVE DATA = LENGTH: 334,15" RADIUS; 8725.48" pe ELTA: 03'20'30" ¥ CH, BAG! $a7°41'38"E CH, DISTANCE: 334,11" EAST UNE Jes POINT OF COMMENCMENT SOUTHEAST CORNER OF LOT Av TUOCH 6, SILVER SEAGH SUsDAGION aA ENTIRE, POINT OF TANGENGY 30.57" o/B/3 POINT OF NavO Say a, ~towya.. SHEET 2 OF 2 MERRILL PARKER SHAW, INC. PROFRASIONAL SURVEYING SERVICES DESCRIPTION/DESCRIPTION PARCEL 1A-2 Se A Te 1.67 ACRES PREPERED BY: AES, GHECKED BY: EWP ERIE cneamaaimnns EEO PROJECT # 13~5608-S 9/B/13 RIGHT OF WAY PARCEL: COMMENCE AT AN EXISTING CONGRETE MONUMENT (NO NUMBER) MARKING THE SOUTHEAST CORNER OF LOT 4, BLOCK 6 OF SILVER BEACH SUBDIVISION AS RECORDEO IN PLAT BOOK 1, PAGE 18 1/2 OF THE PUBLIG RECORDS OF OKALOOSA COUNTY, FLORIDA) THENCE PROCEED NORTH 03 DEGREES 58 MINUTES 48 SECONDS EAST ON THE EAST UNE OF SAID LOT 4, AND THE NORTHERLY EXTENSION THEREOF, A DISTANCE OF 1177.28 FEET TO A POINT OF INTERSECTION WITH THE CENTERLINE OF FLORIDA STATE ROAD 30 (RIGHT-OF-WAY VARIES)! THENCE SQUTH 96 DEGREES 01 MINUTES 23 SECONDS EAST ON SAID GENTERLINE, FOR A DISTANCE OF 3848.75 FEET TO THE POINT OF GURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS 6720.58 FEET: THENCE GO ALONG THE ARO OF SAID CURVE HAVING A RADIUS OF 8729.58 FEET, THROUGH A CENTRAL ANGLE OF 3 DEGREES 20 MINUTES 30 SEGONDS, FOR AN ARC DISTANCE OF 334,18 FEET (CHORD BEARING: SOUTH B7 UEGREES 41 MINUTES 38 SECONDS EAST, CHORD DISTANCE: 334.11 FEET); THENCE DEPARTING SAID CENTERLINE, GO NORTH 00 DEGREES 3a MINUTES 07 SECONDS EAST, FOR A DISTANCE OF 100,00 FEET TO THE INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF SAID FLORIDA STATE ROAD, BEING ON A CURVE HAVING A RADIUS OF 5629.68 FEET, THENCE GO ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID FLORIDA STATE ROAD, BEING A CURVE HAVING A RADIUS OF 5820.58 FEET AND CONCAVE NORTHERLY, THROUGH A CENTRAL ANGLE OF 3 DEGREES 20 MINUTES 30 SECONDS, FOR AND ARC DISTANCE OF 328.32 FEET (CHORD BEARING: N87"41’38"W, CHORD DISTANCE: 328.28 TO THE POINT OF } TANGENCY; THENCE GO NORTH 88 DEGREES 01 MINUTES 23 SECONDS WEST ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID FLORIDA STATE ROAD, FOR A DISTANCE OF 333,98 FEET TO THE SOUTHWEST CORNER OF PARKWAY PARCEL 1A~2 AS RECORDED |N OFFICIAL RECORDS BOOK 2848 AT PAGE 1183 OF THE PUBLIG RECORDS OF OKALOOSA COUNTY, FLORIDA) THENCE DEPARTING THE NORTHERLY RIGHT-OF-WAY LINE OF SAID FLORIDA STATE ROAD, GO NORTH 03 DEGREES 68 MINUTES-37 SECONDS EAST, FOR A DISTANCE OF 269.51 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF COMMONS DRIVE WEST (RIGHT-OF-WAY VARIES); THENCE GO SOUTH 74 DEGREES 27 MINUTES 11 SECONDS EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE FOR A DISTANCE OF 3.89 FEET TO A POINT OF CURVATURE; THENCE GO ALONG A QURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 825,00 FEET; THENCE GO ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 828,00 FEET THROUGH A CENTRAL ANGLE OF 08 DEGREES 31 MINUTES 29 SECONDS FOR A DISTANCE OF 87.28 FEET (CHORD BEARING SOUTH 79 DEGREES 12 MINUTES GB SECONDS EAST, CHORD DISTANCE OF 87,18 FEET) FOR THE POINT OF BEGINNING; THENCE GO EASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE BEING A CURVE ‘CONCAVE NORTHERLY AND HAVING A RADIUS OF 628.00 FEET FOR AN ARC OF 150,04 FEET (OELTA = 18 DEGREES 28 MINUTES 23 SECONDS, CHORD BEARING = NORTH 87 DEGREES 47 MINUTES 08 SECONDS EAST, CHORD DISTANCE = 160,42 FEET) TO A POINT OF REVERSE CURVATURE; THENCE GO EASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE BEING A GURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 878,00 FEET, FOR AN ARC OF 96,94 FEET (DELTA = 05 DEGREES 41 MINUTES 47 SECONDS, CHORD BEARING = NORTH 82 DEGREES 23 MINUTES 52 SECONDS EAST, CHORD DISTANCE = 98,90 FEET)! THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE, GO SOUTH 04 DEGREES 45 MINUTES {6 SEGONDS EAST FOR A DISTANCE OF 0.76 FEET; THENCE GO SOUTHWESTERLY ALONG A OURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 18,60 FEET, FOR AN ARO OF 22,29 FEET (DELTA = 65 DEGREES 30 MINUTES 00 SECONDS, CHORD BEARING = SOUTH 52 DEGREES 20 MINUTES 48 SECONDS WEST, CHORD DISTANCE = 21.10 FEET); THENCE GO WESTERLY ALONG A CURVE GONCAVE SOUTHERLY AND HAVING A RADIUS OF 963.00 FEET, a FOR AN ARG OF 76.00 FEET (DELTA = 04 DEGREES 38 MINUTES 27 SECONDS, OHORD BEARING = SOUTH B1 DEGREES 62 MINUTES 11 SECONDS WEST, CHORD DISTANCE =: 77,68 FEET) TO A POINT OF REVERSE CURVATURE: THENCE GO WESTERLY ALONG A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 537,00 FEET FOR AN ARO QF 103.20 FEET (DELTA = 1{ DEGREES 00 MINUTES 39 SECONDS, CHORD BEARING = SOUTH &5 DEGREES 03 MINUTES 18 SECONDS WEST, CHORD DISTANCE = 103,04 THENCE GO NORTH 73 ORGREES 22 MINUTES 83 SECONDS WEST FOR A DISTANCE OF 62,00 FEET TO THE POINT OF BEGINNING. SAID DESCRIBED PARCEL OF LAND BEING SITUATED IN TOWNSHIP-2-SOUTH, RANGE-22~—WEST, OKALOOSA COUNTY, FLORICA, AND CONTAINS 0.08 ACRES MORE OR LESS. E, Zh cL 9g eo VA 3 | E, WAYNE PARKER, PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 3683, CORPORATE NUMBER 7174 STATE OF FLORIDA NOT VALID WITHOUT ORIGINAL RAISED SEAL OF FLORIDA REGISTERED LAND SURVEYOR SHEET 1 OF 2 or ERE AC eames MERRILL PARKER SHAW, INC. PROFEESIONAL SURVEYING SERVICES DESCRIPTION/DESCRIPTION Ae RIGHT-OF-WAY PARCEL | PREPERED BY: AES, CHECKED BY: EWP es rua PROJECT # 13-5605—S 9/18AS CURVE DATA: RANNSE O75.00 RADIUS: 975.00' : DRIVE WEST curve oma DELTA, 8 41"42" CENT eat CH, BRO: Nagtaa'sa"e RADIUS: 19,50" DELTA: 65'30'00* CH, BRG: 552'29°45°W GH, DISTANCE: 21,10" CUTRERLY t > RiGHT-OF-AY soe4s'1s"E OFS LENGTH: 190.64" (RIGHT-OF-WAY VARIES) ere eco’ Gre GISTMNGEY Seay S7427'11"E DELTA, 162823" “ 3,68 : 108% ee ART POINT OF CH, BRO. NA7°47'08"E Rann Ri OP tia, GURVATURE GH. DISTANCE: 1804 oe ) Jrone oF | / BEsINNING os { CURVE DATA | | \ curve nate: LENGTH: 74.00" j LENGTHY 87,28" CURVE DATA RADIUS: 903,00" i RAORISs 521.00" LENGTH: 103,20" DELTA O4'38'27* Bl DELTA: aoatz0" ——paniuss 637.00" GH, BRQ: S0152"11'W { 4 CH. BRG.: S70'12'S6"E DELTA: 17'0'30" 77 ot DISTANCE: 77.98° { Rl GH. DISTANCE: 87,18" Hl SRG, ses‘03'a*y i CH. DISTANCE: ie I PARCEL 14-1 Bi } ] fl / PARCEL 18+ | PARCEL 14-2 | 7 | -soumwest corner oF | | y t/ (ik Book 2046, Page 1183) | cd 7 ORTHERLY HR 5 wn ~~ Bory | POINT OF | Te ate t TANGENCY | V28W ISR US, HIGHWAY 98 ' CURVE DATA: ” Ly. wae FLORDA STATE ROAD 80 RADIUS, au26 | a0) @HT-OF— DELTA: 03'20'30" e: oH, Bra NaTA'seW BSI i S961’ cone GH, DISTANCE? 328,26" Be Fe SOR OP ETE . a +! CERNE Bee ~ an 5] STATE ROAD 39 ’ yd ; . GURVE DATA: LENGTHS 334.18! RADIUS: 672,55" DELTA: 03'20'30" CH, BRGt 887°41'3a"E CH. DISTANCE: 334.41" PAST UNE OF A 48°F 11772 / was Tov POINT OF COMMENGNENT SOUNEAST CORNER OF LOT 4, BLOCK 8, SLVER BEACH BUBOVISION SHEET 2 OF 2 SCALE 1": 100° MERRILL PARKER SHAW, INC, PROFESSIONAL SURVEYING SERVIORS DESCRIPTION/DESCRIPTION 478-4923 RIGHT-OF-WAY PARCEL 4928 N, Davis Kighwa: Phonat (889) Pensacola, Honda saG03 Foxr +d 7a~4024 RNS PREPERED BY: AES, CHECKED BY; EWP RCT ANCE “PARKWAY PARCEL 18: COMMENCE ATT-AN EXISTING CONCRETE MONUMENT (NO NUMBER) MARKING Tb SOUTHEAST CORNER OF LOT 4, BLOCK 6 OF SILVER BEACH SUBDIVISION AS RECORDED JN PLAT HOUR J, PAGE 46 1/7 OF THE PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA: THENCE PROCEED A U3" it <1" & GN THE EAST LINE OF SAID LOT 4, ANO THE-NORTHERLY EXTENSION THEREGR, A DISTANCE Gk 1177.24 FRET TO A POINT OF INTERSECTION WITH THE CENTERLINE OF FLORIDA STATI: RUAL 3U (RIGHT OF WAY VARIES); ‘THENCE $ 86" 01°23” & ON SATO CENTERLINE, A DISTANCE OF BEMU.75 FECT TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND NAVING A RADIUS OF $729.58 FEET; THENCE ON SAID CURVE, THROUGH A CENTRAL ANGLE OF 03" 20' 30", AN ARC DISTANCE OF 43415 REET, (CHORD BEARING = $ 87" 4130" &, CHORD » 334,11 FEET); THENCE DEPARTING SAID CENTERLINE, PROCEED N (00° 38° 07" E, A DISTANCE OF 100,00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY-LINE OF SAID FLORIDA STATE ROAD 30, LYING IN A CURVE CONCAVE NORTHEREY AND HAVING A RADIUS OF 5629,58 FEET, SAID POINT ALSO DEING THE POINT OF BEGINNING: THENCE ON SAID CURVE, THROUGH A CENTRAL ANGLE OF 03" 20° 30", AN ARC DISTANCE OF "28,32 FEET, (CHORD BEARING # N 87" 41’ 30” W,-CHORD = 328.28 FEET}, TO THE POINT OF TANGENCY OF SAID CURVE! THENCE N 86” O1'23".W, A DISTANCE OF 29.90 FEET: THENCE OBPARTING SAID [UGH OF WAY LINE, PROCEED -N 03°'S8'37"-E, A DISTANCE OF 308;90-FEET TO A'POLNT ONTHE SOUT RIGHT OF WAY LINE OF COMMONS DRIVE WEST (RIGHT OF WAY WIOTH VARIES), LYING IN‘ CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 976,00 FEET: THENCE ON SAID CURVE, THROUGH A CENTRAL ANGLE OF 20" 06°40", AN ARC DISTANCE OF 342.23 FEET, (CHORD BEARING « 5 Ha! J}' 33° £, CHORD = 340,48 FEET); THENCE DEPARTING SAID SOUTH RIGHT QF WAY LUNE, PROCEED $ QU" 38" G2" W, A DISTANCE OF 302.83 FEET TO THE POINT OF BEGINNING, PARKWAY PARCEL 313: a ’ COMMENCE AT AN EXISTING CONCRETE MONUMEN'T (NO NUMBER) MARKING THE SOUTHEAST ‘ CORNER OF LOT 4, ‘BLOCK 6-OF SILVER BEACH SUBDIVISION AS RECORDED JN PLAT BOOK 1, PAGE 16 1/2 OF THE PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA; THENCE PROCEED N O3°5a4i" E ON - THE EAST LINE OF. SAID LOT 4, AND'THE NORTHERLY EXTENSION THEREOF, A DISTANCE OF 1177.28 FEET TO A POINT OF INTERSECTION WITH THE CENTERLINE GF FLORIDA STATE ROAD.30 (RIGHT OF WAY VAIUES); THENCE. 5 860125" B ON SAID CENTERLINE, A DISTANCE.OF 3944,75 PRET TO THE POINT QF GURVATURE OF A CURVE CONCAVE NORTHERLY AND MAVING.A RADIUS OF 9729.58 FEET; THENCE ON SATO CURVE, THROUGH A CENTRAL ANGLE QF 1490004", AN ARC DISTANCE OF 1400.1 FEET, (CHORD BEARING = N 86°59'35" £, CHORD » 1396.63 FEET), TO THE POINT OF TANGENCY OF SAID CURVE: THENCE N 79°R8'33""E, A