Okaloosa County BOCC — September 3, 2013 — KP Outparcel Transportation Agmnt — reading text

DESCRIBED PARCEL OF LAND BEING SITUATED IN TOWNSHIP—2—SOUTH, RANGE—22—WEST, OKALOOSA COUNTY, FLORIDA, AND CONTAINS 1.67 ACRES MORE OR LESS. «ek, (iL. shels 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% MERRILL PARKER SHAW, INC. DESCRIPTION/DESCRIPTION fn one eg, ne ee a one | NS 0 A EEE NE NO a wn Sa ST PROJECT # 13-5605-S 9/18/13 CURVE DATA: COMMONS DRIVE WEST SIE OA LENGTH: 63,35" AR. : 103, RADIUS: 963.00" (RIGHT- oF WAY VARIES) — papius: 837.00 DELTA: 03°46°08" $74°27°11"E DELTA: 11°00'39” CH. BRG.: N81°26'02"E ~~ 5 ag POINT OF GH. BRG.: NBS'03'1B"E CH. DISTANCE: 63.34 ROTH CURVATURE CH. DISTANCE: 103.04 re --—— ~)- q OFWs, L $07°24'39"E 10.72" S239 2's a0 Zsa paTA: 92.09°° © LENGTH: B7.28" POINT OF REVERSE RADIUS: 525.00" CURVATURE ) DELTA: 09°31'29" Ne CH. BRG.: $79°12'56"E I _ ' ; CURVE DATA: i] GH. ‘DISTANCE: 87.18 aii OF pomennx er ke g CURVATURE RADIUS: 100.00" DELTA: 56'07'36" PARCEL 1A-2 Ore" PARCEL 1A-1 uu VACANT CURVE DATA: CH. BRG.: S2039'09°W 5 ney anes LENGTH: 117.13° & . RADIUS: 150,00" 5 DELTA: 44°44'20" PARCEL 1B-1 2 CH. BRG.: 526"20'47"W CH, DISTANCE: 114.17’ POINT OF TANGENCY 90.57° (O.R. BOOK 2948, PAGE 1183) N86°01'23"W _ 236,20' NORTHERLY —- ——— _. _ RIGHT. —OF~Wway 7 SOUTHWEST CORNER OF i PARKWAY PARCEL 1A-2 [--——-- | | | | | | | CH. DISTANCE: 94.09" | | | | | | | | | POINT OF __\mane N86'01'93"W ~- ne tee 97.78' CURVE DATA: L-~T soxsse'syw ! SLcnek pas a go POINT OF BEGINNING tewawh aaa" I RADIUS: 5629.58’ w | (200° RIGHT—OF—WAY) DELTA: 03'20°30"_ Bp CH. BRG.: N87‘41'3B°W OI | — Sa6‘o Soran ie CH. DISTANCE; 328.28" 59, Se a, 39601'23"°E | 3848.75 r=) v CENTERLINE of Zz | 5! STATE ROAD #30 —— ee, ia wet to CURVE DATA: LENGTH: 334.15° RADIUS: 5729.58’ DELTA: 03'20°30" CH. BRG.: S87°41'38"E CH. DISTANCE; 334,11° 1177.28 48°F EAST LINE oF —— | A, 7 Os°58’ POINT OF COMMENCMENT SOUTHEAST CORNER OF LOT 4, BLOCK 6, SILVER BEACH SUBDIVISION SHEET 2 OF 2 DESCRIPTION/DESCRIPTION PARCEL 1A-2 1.67 ACRES PREPERED BY: AES, CHECKED BY: EWP MERRILL PARKER SHAW, INC. PROFESSIONAL SURVEYING SERVICES 4928 N. Davis risheey Phone: (850) 478-4923 Pensacola, Florida 32503 Fox: (850) 478-4924 | SCALE 1”:100’ SSS wp ETC a PROJECT # 13-5605-S 9/18/13 RIGHT OF WAY PARCEL: COMMENCE AT AN EXISTING CONCRETE MONUMENT (NO NUMBER) MARKING THE SOUTHEAST CORNER OF LOT 4, BLOCK 6 OF SILVER BEACH SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 16 1/2 OF THE PUBLIC 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 SOUTH 86 DEGREES 01 MINUTES 23 SECONDS EAST ON SAID CENTERLINE, FOR A DISTANCE OF 3848.75 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS 5729.58 FEET; THENCE GO ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 5729.58 FEET, THROUGH A CENTRAL ANGLE OF 3 DEGREES 20 MINUTES 30 SECONDS, FOR AN ARC DISTANCE OF 334.15 FEET (CHORD BEARING: SOUTH 87 DEGREES 41 MINUTES 38 SECONDS EAST, CHORD DISTANCE: 334.11 FEET); THENCE DEPARTING SAID CENTERLINE, GO NORTH 00 DEGREES 38 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 5629.58 FEET, THENCE GO ALONG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID FLORIDA STATE ROAD, BEING A CURVE HAVING A RADIUS OF 5629.58 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 FEET) TO THE POINT OF / TANGENCY; THENCE GO NORTH 86 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 IN OFFICIAL RECORDS BOOK 2948 AT PAGE 1183 OF THE PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA; THENCE DEPARTING THE NORTHERLY RIGHT—OF—WAY LINE OF SAID FLORIDA STATE ROAD, GO NORTH 03 DEGREES 58 MINUTES 37 SECONDS EAST, FOR A DISTANCE OF 289.51 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 3.69 FEET TO A POINT OF CURVATURE; THENCE GO ALONG A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 525.00 FEET; THENCE GO ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 525.00 FEET THROUGH A CENTRAL ANGLE OF 09 DEGREES 31 MINUTES 29 SECONDS FOR A DISTANCE OF 87.28 FEET (CHORD BEARING SOUTH 79 DEGREES 12 MINUTES 56 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 525.00 FEET FOR AN ARC OF 150.94 FEET (DELTA = 16 DEGREES 28 MINUTES 23 SECONDS, CHORD BEARING = NORTH 87 DEGREES 47 MINUTES 08 SECONDS EAST, CHORD DISTANCE = 150.42 FEET) TO A POINT OF REVERSE CURVATURE; THENCE GO EASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE BEING A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 975.00 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 = 96.90 FEET); THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE, GO SOUTH 04 DEGREES 45 MINUTES 15 SECONDS EAST FOR A DISTANCE OF 0.75 FEET; THENCE GO SOUTHWESTERLY ALONG A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 19.50 FEET, FOR AN ARC OF 22.29 FEET (DELTA = 65 DEGREES 30 MINUTES 00 SECONDS, CHORD BEARING = SOUTH 52 DEGREES 29 MINUTES 45 SECONDS WEST, CHORD DISTANCE = 21.10 FEET); THENCE GO WESTERLY ALONG A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 963.00 FEET, - FOR AN ARC OF 78.00 FEET (DELTA = 04 DEGREES 38 MINUTES 27 SECONDS, CHORD BEARING = SOUTH 81 DEGREES 52 MINUTES 11 SECONDS WEST, CHORD DISTANCE = 77.98 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 ARC OF 103.20 FEET (DELTA = 11 DEGREES 00 MINUTES 39 SECONDS, CHORD BEARING = SOUTH 85 DEGREES 03 MINUTES 18 SECONDS WEST, CHORD DISTANCE = 103.04 FEET) THENCE GO NORTH 73 DEGREES 22 MINUTES 53 SECONDS WEST FOR A DISTANCE OF 52.00 FEET TO THE POINT OF BEGINNING. SAID DESCRIBED PARCEL OF LAND none an eee. IN TOWNSHIP—2—SOUTH, RANGE—22—WEST, OKALOOSA COUNTY, FLORIDA, AND CONTAINS 0.06 ACRES OR’ Ss. a2, ke ohrolh3 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 5 PROFESSIONAL SURVEYING SERMCES DESCRIPTION/DESCRIPTION Pensoscla Fane’ 32803 Fox (850) A7B—4024 RIGHT-OF-WAY PARCEL PREPERED BY: AES, CHECKED BY: EWP PROJECT # 15-5605-S COMMONS DRIVE WEST curve pata: LENGTH: 150.94" RADIUS: 525.00° (RIGHT—OF—WAY VARIES) CURVE DATA: LENGTH: 96.94° RADIUS: 975.00° " DATA: DELTA: 05°41'47 at east CH. BRG.: N82°23'52"E RADIUS: 19.50° DELTA: 65°30'00” CH. DISTANCE: 96.90" CH. BRG.: 552°29"45°W $74°27°11"E DELTA: 16°28'23" ~ s a POINT OF CH. BRG.: NB7"47'0B"E CH. DISTANCE: 21.10" Rigel THERE CURVATURE CH. DISTANCE: 150.4 SOUTHERLY ~[- —— ~~ “Way -~ >. RIGHT-OF-WAY | N73 $04°45'15"E POINT OF> “7305. 1 | / BEGINNING s2q02'W | 0.75 | CURVE DATA: | | curve pata: CURVATURE LENGTH: 78.00" | LENGTH: 87.28" CURVE. DATA: RADIUS: 963.00° | RADIUS: 525.00° LENGTH: 103.20' DELTA: 04°38'27" | | DELTA: 09°31'29” RADIUS: 537.00" CH. BRG.: SB1°52'11"°W a CH. BRG.: S79'12'S6"E DELTA: 11°00'39" // tl. DISTANCE: 77.98" | &] CH. DISTANCE: 87.18" cH. BRG: Sas‘o3'18"W | CH. DISTANCE: 103.04’ | PARCEL 1A-1 Ki / | iM / zl / PARCEL 1B-1 | 2 PARCEL 14-2 | SOUTHWEST CORNER OF | PARKWAY PARCEL 1A-2 | | NORTHERLY | (O.R. BOOK 2948, PAGE 1183) ~ — —— — _ RIGHT—0F~Wway POINT OF | TS eee TANGENCY NB6°01'23"W sgl 7 _\ ee ———s ae — US. HIGHWAY 98 CURVE. DATA: VY ~ = —— LENGTH: 328.32 : FLORDA STATE ROAD 80 RADIUS: 5629.58’ MM. | DELTA: 03°20'30" So: CH. BRG.: NB7*41'3B°W Bal Q = =z (200’ RIGHT-OF-WAY) — . —586'01'23"¢ POINT OF CH. DISTANCE: 328.28° CURVATURE 2848,75' | ed ; te . CENTERLINE OF ee 518 STATE ROAD #30 ‘ep, — uk CURVE. DATA: oo LENGTH: 334.15' ie RADIUS: 5729.58" z[e DELTA: 03°20'30" . 2 CH. BRG.: 587°41'3B"E al i CH. DISTANCE: 334.11° a Lz pont OF COMMENCMENT SOUTHEAST CORNER OF LOT 4, BLOCK 6, SILVER BEACH SUBDMSION I SCALE 1”:100’ PROFESSIONAL SURVEYING SERVICES 4928 N. Davis Highwa' Pensacola, Florida 32503 MERRILL PARKER SHAW, INC. Phone: (850) 478-4923 Fox: (850) 478-4924 SHEET 2 OF 2) DESCRIPTION/DESCRIPTION RIGHT-OF-WAY PARCEL PREPERED BY: AES, CHECKED BY: EWP PROJECT # 13-5605-S 9/18/13 PARCEL 18-1: COMMENCE AT AN EXISTING CONCRETE MONUMENT (NO NUMBER) MARKING THE SOUTHEAST CORNER OF LOT 4, BLOCK 6 OF SILVER BEACH SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 16 1/2 OF THE PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA; THENCE PROCEED NORTH 03 DEGREES 58 MINUTES 48 SECONDS EAST 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 OF FLORIDA STATE ROAD 30 (RIGHT—OF—WAY VARIES); THENCE SOUTH 85 DEGREES 01 MINUTES 23 SECONDS EAST ON SAID CENTERLINE, FOR A DISTANCE OF 3848.75 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS 5729.58 FEET; THENCE GO ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 5729.58 FEET, THROUGH A CENTRAL ANGLE OF 3 DEGREES 20 MINUTES 30 SECONDS, FOR AN ARC DISTANCE OF 334.15 FEET (CHORD BEARING: SOUTH 87 DEGREES 41 MINUTES 38 SECONDS EAST, CHORD DISTANCE: 334.11 FEET); THENCE DEPARTING SAID CENTERLINE, GO NORTH 00 DEGREES 38 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 CONCAVE NORTHERLY; THENCE GO WESTERLY ALONG SAID CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 5629.58 FEET, FOR AN ARC OF 199.20 FEET (DELTA = 02 DEGREES 01 MINUTE 39 SECONDS, CHORD BEARING = NORTH 88 DEGREES 21 MINUTES 03 SECONDS WEST, CHORD DISTANCE = 199.20 FEET) FOR THE POINT OF BEGINNING; THENCE CONTINUE WESTERLY ALONG SAID CURVE AND NORTHERLY RIGHT OF WAY LINE HAVING A RADIUS OF 5629.58 FEET, FOR AN ARC OF 129.12 FEET (DELTA = 01 DEGREE 18 MINUTES 51 SECONDS, CHORD BEARING = NORTH 86 DEGREES 40 MINUTES 49 SECONDS WEST, CHORD DISTANCE = 129.12 FEET) TO A POINT OF TANGENCY; THENCE CONTINUE WESTERLY ALONG SAID NORTHERLY RIGHT OF WAY LINE, GO NORTH 86 DEGREES 01 MINUTE 23 SECONDS WEST FOR A DISTANCE OF 97.78 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, GO NORTH 03 DEGREES 58 MINUTES 37 SECONDS EAST FOR A DISTANCE OF 90.57 FEET TO A POINT OF CURVATURE; THENCE GO NORTHERLY ALONG A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 150.00 FEET FOR AN ARC OF 117.13 FEET (DELTA = 44 DEGREES 44 MINUTES 20 SECONDS, CHORD BEARING = NORTH 26 DEGREES 20 MINUTES 47 SECONDS EAST, CHORD DISTANCE = 114.17 FEET) TO A POINT OF REVERSE CURVATURE; THENCE GO NORTHERLY ALONG A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 100.00 FEET, FOR AN ARC OF 97.96 FEET (DELTA = 56 DEGREES 07 MINUTES 36 SECONDS, CHORD BEARING = NORTH 20 DEGREES 39 MINUTES 09 SECONDS EAST, CHORD DISTANCE = 94.09 FEET) TO A POINT OF TANGENCY; THENCE GO NORTH 07 DEGREES 24 MINUTES 39 SECONDS WEST FOR A DISTANCE OF 10,72 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF COMMONS DRIVE WEST (RIGHT OF WAY WIDTH VARIES); THENCE GO EASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE BEING A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 963.00 FEET, FOR AN ARC OF. 14.65 FEET (DELTA = 00 DEGREES 52 MINUTES 18 SECONDS, CHORD BEARING = NORTH 83 DEGREES 45