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Item 5A-B- Request for Waiver & Re-Plat of Selva PreserveSELVA PRESERVE II A REPEAT OF SELVA PRESERVE AS RECORDED PLAT BOOK 71, PAGES 63-65., OF THE PUBLIC RECORDS OF DUVAL COUNTY BEING A PORTION OF SECTIONS 16 AND 17, TOWNSHIP -2 -SOUTH, RANGE -29 -EAST, ATLANTIC BEACH, DUVAL COUNTY, FLORIDA CAPTION A PORTION OF SECTIONS 16 AND 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA. BEING A PORTION OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 8373, PAGE 820, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD (A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED); WITH THE NORTHERLY RIGHT OF WAY LINE OF 11th STREET (A VARIABLE WIDTH RIGHT OF WAY); THENCE SOUTH 83'42'00" WEST, ALONG THE NORTHERLY RIGHT OF WAY OF SAID 11TH STREET, A DISTANCE OF 300.00 FEET TO THE SOUTHWESTERLY CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 528, PAGE 283 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY, SAID POINT BEING THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 83'42'00" WEST, ALONG LAST SAID RIGHT OF WAY LINE, A DISTANCE OF 175.00 FEET. TO THE POINT OF CURVE, SAID POINT BEING AT THE INTERSECTION OF THE NORTHERLY RIGHT OF WAY LINE OF SAID 11TH STREET WITH THE EASTERLY RIGHT OF WAY LINE OF LINKSIDE DRIVE (A VARIABLE WIDTH RIGHT OF WAY) AS SHOWN ON THE PLAT OF SELVA LINKSIDE UNIT NO. 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE ALONG A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.27 FEET, HAVING A CHORD BEARING AND DISTANCE OF NORTH 51'18'00" WEST, 35.36 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 06'18'00" WEST, A DISTANCE OF 35.00 FEET TO THE POINT OF CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 120.00 FEET; THENCE ALONG LAST SAID CURVE, AN ARC LENGTH OF 67.02 FEET, HAVING A CHORD BEARING AND DISTANCE OF NORTH 22'18'00" WEST 66.15 FEET TO THE POINT OF REVERSE CURVE, SAID CURVE BEING CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 116.85 FEET; THENCE ALONG SAID CURVE, AN ARC LENGTH OF 28.48 FEET, A CHORD BEARING AND DISTANCE OF NORTH 31'18'00" WEST, 28.48 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 24'18'00" WEST, A DISTANCE OF 160.24 FEET TO THE POINT OF CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 200.00 FEET; THENCE ALONG SAID CURVE, AN ARC LENGTH OF 80.52 FEET, A CHORD BEARING AND DISTANCE OF NORTH 35'50'00" WEST, 79.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING THE SOUTHERLY CORNER OF TRACT "A". AS SHOWN ON SAID PLAT OF SELVA LINKSIDE UNIT NO. 1; THENCE NORTH 27'41'32" EAST, ALONG THE EASTERLY LINE OF SAID TRACT "A", A DISTANCE OF 140.04 FEET; THENCE NORTH 74'18'00" WEST, ALONG THE NORTHERLY LINE OF SAID TRACT "A", A DISTANCE OF 140.00 FEET; THENCE SOUTH 83'42'00" WEST, A DISTANCE OF 60.00 FEET TO A POINT ON THE EASTERLY LINE OF LOT 80, OF SAID SELVA LINKSIDE UNIT NO. 1; THENCE NORTH 06'18'00" WEST, ALONG THE EASTERLY LINE OF SAID LOT 80, A DISTANCE OF 100.00 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 80, SAID POINT ALSO BEING THE SOUTHEASTERLY CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 652, PAGE 484, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE NORTH 11'56'50" WEST, ALONG THE EASTERLY LINE OF SAID OFFICIAL RECORDS BOOK 652, PAGE 484, A DISTANCE OF 319.44 TO THE SOUTHWESTERLY CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 7910, PAGE 958, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE NORTH 78'03'10" EAST, ALONG THE SOUTHERLY LINE OF SAID OFFICIAL RECORDS VOLUME 7910, PAGE 958, A DISTANCE OF 386.43 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF SELVA MARINA UNIT NO. 4, AS RECORDED IN PLAT BOOK 30, PAGE 28, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE SOUTH 16°17'08" EAST, ALONG LAST SAID LINE, A DISTANCE OF 179.56 FEET TO THE MOST NORTHERLY CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 77, PAGES 196, 197 AND 198, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE SOUTH 11'56'50" EAST, ALONG THE WESTERLY LINE OF LAST SAID LANDS, A DISTANCE OF 263.52 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE WESTERLY, HAVING A RADIUS OF 4235.83 FEET; THENCE ALONG SAID CURVE, AN ARC LENGTH OF 407.45 FEET, HAVING A CHORD BEARING AND DISTANCE OF SOUTH 09'11'25" EAST, 407.28 FEET TO THE SOUTHWESTERLY CORNER OF SAID OFFICIAL RECORDS BOOK 77, PAGES 196, 197 AND 198; THENCE NORTH 83'42'00" EAST, ALONG THE SOUTHERLY LINE OF LAST SAID LANDS, A DISTANCE OF 25.00 FEET TO A POINT ON THE WESTERLY LINE OF SELVA MARINA UNIT NO. 3, AS RECORDED IN PLAT BOOK 29, PAGE 27, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE SOUTH 06'18'00" EAST, ALONG THE WESTERLY LINE OF SAID SELVA MARINA UNIT NO. 3 A DISTANCE OF 110.00 FEET TO A POINT ON THE NORTHERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 528, PAGE 283; THENCE SOUTH 83'42'00" WEST, ALONG THE NORTHERLY LINE OF LAST SAID LANDS, A DISTANCE OF 25.00 FEET; THENCE SOUTH 06'18'00" EAST, ALONG THE WESTERLY LINE OF SAID OFFICIAL RECORDS BOOK 528, PAGE 283, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING. BEING THE SAME LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 8373, PAGE 820, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY, FLORIDA. LESS AND EXCEPT THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 7910, PAGE 958 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SURVEYOR'S CERTIFICATE THIS IS TO CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, PLATTED AND DESCRIBED ABOVE, THAT THE SURVEY WAS MADE UNDER THE UNDERSIGNED'S RESPONSIBLE DIRECTION AND SUPERVISION, THAT THE SURVEY DATA COMPLIES WITH ALL REQUIREMENTS OF FLORIDA CHAPTER 177, THAT THE PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED AND PERMANENT CONTROL POINTS WILL BE PLACED ACCORDING TO THE LAWS OF THE STATE OF FLORIDA AND THE CURRENT REGULATIONS OF THE CITY OF ATLANTIC BEACH. SIGNED THE DAY OF A.D., 2018. TERRY M. DURDEN FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 5261 GEOMATICS CORPORATION APPROVED FOR THE RECORD THIS IS TO CERTIFY THAT THE ABOVE PLAT HAS BEEN EXAMINED, ACCEPTED AND APPROVED BY THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, PURSUANT TO CHAPTER 24, ARTICLE IV, OF THE ORDINANCE CODE. BY SCOTT WILLIAMS DIRECTOR OF PUBLIC WORKS UA IL PLAT CONFORMITY REVIEW THIS PLAT HAS BEEN REVIEWED AND FOUND IN COMPLIANCE WITH PART 1, CHAPTER 177, FLORIDA STATUTES, THIS DAY OF , 2018 PABLO FERRARI FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 5601 P.S.D. N0. : GENERAL NOTES: 1) ALL PLATTED UTILITY EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, AND OPERATION OF CABLE TELEVISION SERVICES, PROVIDED HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION (CURRENT FLORIDA STATUTES SECTION 177.091(28). 2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THE PLAT THAT MAY BE FOUND IN THE CURRENT PUBLIC RECORDS OF THIS COUNTY. (CURRENT FLORIDA STATUTES SECTION 177.091(27). 3) BEARINGS SHOWN HEREON ARE REFERENCED TO THE STATE OF FLORIDA, STATE PLANE COORDINATES (EAST ZONE 901), NORTH AMERICAN DATUM 1983/1991. 4) COORDINATES BASED ON GPS OBSERVATION OF THE FOLLOWING STATIONS AND PUBLISHED COORDINATES. COORDINATE DATUM: STATE OF FLORIDA STATE PLANE COORDINATES (EAST ZONE), NORTH AMERICAN DATUM 1983/1991. STATE PLANE IS IN U.S. SURVEY FEET. 5) CERTAIN EASEMENTS ARE RESERVED FOR JEA FOR USE IN CONJUNCTION WITH THE UNDERGROUND ELECTRICAL DISTRIBUTION SYSTEM. "JEA-E.E." DENOTES JEA EQUIPMENT EASEMENTS. THESE EASEMENTS SHALL REMAIN TOTALLY UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF SAID EASEMENT BY JEA. "JEA-E" DENOTES JEA EASEMENT. JEA WILL ALLOW CERTAIN NON -PERMANENT IMPROVEMENTS WHICH DO NOT IMPEDE THE USE OF SAID EASEMENT BY JEA. THE INSTALLATION OF FENCES, HEDGES, AND LANDSCAPING IS PERMISSIBLE BUT SUBJECT TO REMOVAL BY JEA AT THE EXPENSE OF EACH LOT OWNER FOR THE REMOVAL AND REPLACEMENT OF SUCH ITEMS. 6) CURRENT LAW PROVIDES THAT NO CONSTRUCTION, FILING, REMOVAL OF EARTH, CUTTING OF TREES OR OTHER PLANTS SHALL TAKE PLACE WATER WARD OF THE JURISDICTIONAL WETLAND LINES AS DEPICTED ON THIS PLAT WITHOUT THE WRITTEN APPROVAL OF THIS COUNTY, AND ALL OTHER GOVERNMENTAL REGULATORY AGENCIES WITH JURISDICTION OVER SUCH WETLANDS. IT IS THE RESPONSIBILITY OF THE LOT OWNER, HIS AGENT AND THE ENTITY PERFORMING ANY ACTIVITY WITHIN THE WETLAND AREA TO ACQUIRE THE NECESSARY WRITTEN APPROVAL(S) PRIOR TO THE BEGINNING OF ANY WORK. THIS WETLAND JURISDICTIONAL LINE AND UPLAND BUFFER MAY BE SUPERSEDED AND REDEFINED FROM TIME TO TIME BY THE APPROPRIATE GOVERNMENTAL AGENCIES. 7) THE EASEMENTS SHOWN HEREON AND DESIGNATED AS UNOBSTRUCTED EASEMENTS SHALL REMAIN TOTALLY UNOBSTRUCTED BY ANY PERMANENT IMPROVEMENTS WHICH MAY IMPEDE THE USE OF SAID EASEMENTS BY THE CITY OF ATLANTIC BEACH. THE CONSTRUCTION OF DRIVEWAYS AND THE INSTALLATION OF FENCES, HEDGES, AND LANDSCAPING IS PERMISSIBLE BUT SUBJECT TO REMOVAL BY THE CITY AT THE EXPENSE OF EACH LOT OWNER FOR THE REMOVAL AND/OR REPLACEMENT OF SUCH ITEMS. 8) ALL LOT LINES THAT INTERSECT CURVES ARE NON RADIAL, UNLESS OTHERWISE NOTED HEREON. 9) FLOOD ZONE NOTE: BY GRAPHIC PLOTTING THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE AE (6), NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD '88) AS DEPICTED ON THE CITY OF JACKSONVILLE MSMP UPDATE AND THE U.S. DEPARTMENT OF HOMELAND SECURITY, FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY NO. 120075, MAP NUMBER 12031C 0409 SUFFIX "H", DATED JUNE 3, 2013, AS UPDATED ON DECEMBER 22, 2014, NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD 88). THE FLOOD ZONE INFORMATION DELINEATED GRAPHICALLY ON THIS PLAT IS VALID ONLY FOR DATES UP TO AND INCLUDING THE EFFECTIVE RECORDING DATE OF THIS PLAT. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION, INQUIRIES FOR THIS INFORMATION SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLAIN MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF JACKSONVILLE OR THE FEMA WEB PAGE. 10) VEHICULAR ACCESS TO LOTS 1-5, BY WAY OF PARKSIDE DRIVE, AS SHOWN ON THIS PLAT, SHALL BE THE SOLE METHOD OF VEHICULAR INGRESS AND EGRESS. CLERK'S CERTIFICATION THIS IS TO CERTIFY THAT THIS PLAT HAS BEEN EXAMINED AND ACCEPTED BY THE CITY OF ATLANTIC BEACH, FLORIDA, AND SUBMITTED TO ME FOR RECORDING AND IS RECORDED IN PLAT BOOK , PAGES OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SIGNED THIS DAY OF 2018. BY: RONNIE FUSSELL CLERK OF CIRCUIT COURT DEPUTY CLERK CERTIFICATE OF APPROVAL AND ACCEPTANCE THIS IS TO CERTIFY THAT THIS PLAT HAS BEEN APPROVED AND ACCEPTED BY THE CITY OF ATLANTIC BEACH, FLORIDA, ON THIS DAY OF 2018. THIS ACCEPTANCE SHALL NOT BE DEEMED AS REQUIRING CONSTRUCTION OR MAINTENANCE BY THE CITY OF ANY PART OF SAID SUBDIVISION. MAYOR OF ATLANTIC BEACH, FL CITY CLERK 0 0.5 1 2 4 MILES 0 0.5 1 2 3 4 5 6 KILOMEIERS CITY DEVELOPMENT NO. : JEA AVAILABILITY No. ADOPTION AND DEDICATION THIS IS TO CERTIFY THAT SELVA PRESERVE, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ORGANIZED UNDER THE LAWS OF THE STATE OF FLORIDA, IS THE LAWFUL OWNER OF THE LAND DESCRIBED IN THE CAPTION HEREON KNOWN AS SELVA PRESERVE HAVING CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AND FIRST ATLANTIC BANK OF JACKSONVILLE, N.A. IS THE HOLDER OF RECORD OF THE MORTGAGE ON THE LAND. THIS PLAT BEING MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF THOSE LANDS. THE LANE SHOWN ON THIS PLAT SHALL REMAIN PRIVATELY OWNED IN FEE SIMPLE AND THE SOLE AND EXCLUSIVE PROPERTY OF THE OWNER, ITS SUCCESSORS AND ASSIGNS. NO PART OF SAID LANDS IS DEDICATED TO THE CITY OF ATLANTIC BEACH OR THE PUBLIC, EXCEPT AS OTHERWISE EXPRESSLY STATED HEREIN OR SHOWN ON THE PLAT. THE UNDERSIGNED OWNER, ITS SUCCESSORS AND ASSIGNS, HEREBY GRANTS TO THE PRESENT AND FUTURE OWNERS OF THE LAND AS SHOWN ON THIS PLAT AND THEIR SUCCESSORS AND ASSIGNS, GUESTS, INVITEES, DOMESTIC HELP, DELIVERY, PICK-UP AND FIRE PROTECTION SERVICE PROVIDERS, POLICE AND OTHER AUTHORITIES OF THE LAW, UNITED STATES POSTAL CARRIERS, REPRESENTATIVES OF THE UTILITIES AUTHORIZED BY SAID OWNER, TO SERVE THE LAND SHOWN HEREON, HOLDERS OF MORTGAGE LIENS ON SUCH LANDS AND SUCH OTHER PERSONS AS MAY BE DESIGNATED, THE NON-EXCLUSIVE AND PERPETUAL RIGHT OF INGRESS AND EGRESS OVER AND ACROSS ESTRELLA LANE SHOWN ON THIS PLAT. THE OWNER, ITS SUCCESSORS AND ASSIGNS, RESERVES AND SHALL HAVE THE UNRESTRICTED AND ABSOLUTE RIGHT TO DENY INGRESS TO ANY PERSON WHO MAY CREATE OR PARTICIPATE IN A DISTURBANCE OR NUISANCE ON ANY PART OF THE LANDS SHOWN HEREON. UNOBSTRUCTED EASEMENT FOR SERVICE AND MAINTENANCE OF THE WATER AND SEWER SYSTEM WITHIN ESTRELLA LANE SHOWN ON THIS PLAT ARE HEREBY IRREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY OF ATLANTIC BEACH ITS SUCCESSORS AND ASSIGNS. THE UNDERSIGNED OWNER, ITS SUCCESSORS AND ASSIGNS, HEREBY RESERVES AND SHALL HAVE SOLE AND ABSOLUTE RIGHT AT ANY TIME WITH THE CONSENT OF THE CITY OF ATLANTIC BEACH TO DEDICATE TO THE PUBLIC ALL OR PART OF THE LANDS ON THIS PLAT DESIGNATED AS A LANE. THE LANDS DEDICATED HEREIN ARE SUBJECT TO THOSE CERTAIN DRAINAGE EASEMENTS AS SHOWN ON THE PLAT AND THE OWNER HEREBY RESERVES FOR ITSELF, SUCCESSORS AND ASSIGNS, THE RIGHT TO TRANSFER SUCH RIGHTS GRANTED UNDER SAID DRAINAGE EASEMENT. THE UNDERSIGNED OWNER, ITS SUCCESSORS AND ASSIGNS, HEREBY RESERVES FOR ITSELF THAT CERTAIN EASEMENT AND FLOOD PLAIN COMPENSATION AGREEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 17486, PAGE 832, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND SHALL HAVE SOLE AND ABSOLUTE RIGHT TO SUCH AGREEMENT, INCLUDING ACCESS REQUIRED FOR MAINTENANCE AND IMPROVEMENTS THAT IS NECESSARY OR BENEFICIAL TO THE FUTURE OWNERS OF THE LANDS DESCRIBED HEREIN OR TO THE OWNERS OF ADJACENT LANDS. THE UNDERSIGNED OWNER HEREBY RESERVES FOR ITSELF AND ITS SUCCESSORS AND ASSIGNS, THE SOLE AND ABSOLUTE RIGHT TO GRANT PROVIDERS OF UTILITY EASEMENTS FOR THE INSTALLATION AND MAINTENANCE (INCLUDING INGRESS AND EGRESS) OF SUCH UTILITY IMPROVEMENTS THAT ARE NECESSARY OR BENEFICIAL TO THE FUTURE OWNERS OF THE LANDS DESCRIBED HEREIN OR TO THE OWNERS OF ADJACENT LANDS. IN WITNESS WHEREOF THE ABOVE NAMED SELVA PRESERVE, LLC, HAVE CAUSED THESE PRESENTS TO BE EXECUTED THIS _______ DAY OF _-----_----. 2018. SELVA PRESERVE, LLC, WITNESS: PRINT NAME: WITNESS: PRINT NAME: LAURA FERRANTE, PRESIDENT OF NORTH FLORIDA PIONEERS, INC. THE MANAGING MEMBER OF SELVA PRESERVE, LLC (CORPORATE SEAL) SEAL STATE OF FLORIDA COUNTY OF DUVAL THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D., 2018 BY LAURA FERRANTE, AS PRESIDENT, OF NORTH FLORIDA PIONEERS, INC., THE MANAGING MEMBER OF SELVA PRESERVE A FLORIDA LIMITED LIABILITY COMPANY. NOTARY PUBLIC, STATE OF FLORIDA AT LARGE MY COMMISSION EXPIRES: FIRST ATLANTIC BANK, IN WITNESS WHEREOF, FIRST ATLANTIC BANK, HAS CAUSED THESE PRESENTS TO BE SIGNED BY IT'S SENIOR VICE-PRESIDENT BY AND WITH THE AUTHORITY OF THE BOARD OF DIRECTORS IN ITS NAME THIS DAY OF A.D., 2018. WITNESS: PRINT NAME: WITN PRINT NAME: KEVIN O'CONNER SENIOR VICE-PRESIDENT (CORPORATE SEAL) SEAL s STATE OF FLORIDA COUNTY OF DUVAL THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D., 2018 BY KEVIN O'CONNER, SENIOR VICE-PRESIDENT, ATLANTIC BANK. ON BEHALF OF THE CORPORATION NOTARY PUBLIC, STATE OF FLORIDA AT LARGE MY COMMISSION EXPIRES: GEOMATICS CORP. SURVEYING -MAPPING -GPS 2804 N. FIFTH STREET, UNIT 101 ST. AUGUSTINE, FL 32084 PHONE (904) 824-9088 FAX (904) 824-5753 LICENSED BUSINESS FLORIDA /8979 GEORGIA #939 SOUTH CAROLINA #3387 ALABAMA #794 NORTH CAROLINA COA #3752 SELVA PRESERVE 1I A REPEAT OF SELVA PRESERVE AS RECORDED PLAT BOOK 71, PAGES 63-65., OF THE PUBLIC RECORDS OF DUVAL COUNTY BEING A PORTION OF SECTIONS 16 AND 17, TOWNSHIP -2 -SOUTH, RANGE -29 -EAST, ATLANTIC BEACH, DUVAL COUNTY, FLORIDA g00K 17018 ofF1C1AL REPA E 457 OFFICIAL RECpR°S ppGE (310 NOLO NpT SUEDN DED g58 y y 1� 3g6 43' (Mi IRON TO IRO � 356 1 E 1 N 78 p3' 1 p, L9 Z NATION 1 141 72' - CONSER 1 - L. -$4.29 0 � o EASEMENT STATE PLANE COORDINATE TABLE (SEE NOTE 7) #2 p.A \rrn (5 o N 2183113.1831 pp' o POINT NUMBER NORTHING EASTING DESCRIPTION E 528277.8118 35 \ ; D�E`O0-v pREA J ➢ I J 5,105.50. �• p ���0 31 e 1 2182707.6149 528414.8561 SOUTHWEST CORNER OF LOT 5 r cr c,T➢ z 2 2183113.1831 528277.8118 NORTHWEST CORNER OF LOT 1 0 I N aP1 Nov 7gp3'10" W 0 �� cr ��� S g �� CURVE TABLE CURVE DELTA RADIUS ARC CHORD CH BEARINGN 49 g5 - :50' \ \� C1 156°24'48' 35.00' 95.55' 68.52' N 23°44'11" W 1 D•AL' 77 01 C2 63° 15'58" 15.00' 16.56'15.73' S 22°50'30" W ? 7.5' 0 C3 90'00'54" 25.00' 39.28' 35.36' N 51'18'00" W r; �� y '1 o LD1 2t AREA o, E y C4 32°00'00" 120.00' 67.02' 66.15' N 22°18'00" W �m '�\� D 5EUZ6MSD N 03°5'03' W I It, C5 14°00'00" 116.85' 28.55' 28.48' N 31' 18'00" W s w �o Z o o, /14 S 78 03' 10" C6 23'04'05" 200.00' 80.52' 79.98' N 39'50'38" W o '�_ \� rn P8 f C7 05'30'40" 4235.83' 407.44' 407.28' S 09'11'25" E i� 01 Ln Z 0 7g19� cn NT� NSE VATIOWET�Np � v CO POSED LEGEND / ABBREVIATIONS 0 ------------------DENOTES SET 4"X4" CONCRETE MONUMENT, STAMPED LB 6979 ■ -----------------------------------DENOTES FOUND CONCRETE MONUMENT, LB 120 • ______________________________________________DENOTES FOUND 1/2" REBAR LS 5488 O ____________________________________________DENOTES FOUND 1/2" IRON PIPE NO ID. 0 ------------------------------------------------DENOTES FOUND 1/2" REBAR NO ID. ® -----------------------------------------DENOTES FOUND 1/2" IRON PIPE LB 3857 Q ----------------------------------------------- DENOTES FOUND 1/2" REBAR LB 120 Q --------------------------------------------- DENOTES SET 1/2" IRON PIPE LB 6979 LB---------------------------------------------------------------------LICENSED BUSINESS P.C.-------------------------------------------------------------------POINT OF CURVATURE P.T----------------------------------------------------------------------- POINT OF TANGENT P.R.C.-------------------------------------------------------------POINT OF REVERSE CURVE N 1955646.23 DENOTES STATE PLAIN COODINATE PAIR E 557877.72 ------------------------------------ OFFICIAL RECORDS BOOK ORB--------------------------------------------------------------- (D) --------------------------------------------------------------------------DENOTES DEED _______DENOTES MEASURED D.A.L.________________________________________________DENOTES DEVELOPMENT AREA LINE IOIW�III\11�1I�fIt�fL���Ei� NOTES: 1.) BEARINGS ARE BASED ON THE NORTHERLY LINE OF OF LOT 6 OF SELVA PRESERVE (N 78'03'10" E) AND REFERS TO THE PLAT OF SELVA PRESERVE MAP BOOK 71 PAGES 63-65. 2.) THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM EAST ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2007 (NAD83/2007) AND EXPRESSED IN U.S. SURVEY FEET. GEOMATICS CORP. SURVEYING -MAPPING -GPS 2804 N. FIFTH STREET, UNIT 101 PHONE (904)AOU24G 3086 FA% 3 9008824-5759 - LICENSED BUSINESS FLORIDA #8979 GEORGIA /999 SOUTH CAROLINA /3387 ALABAMA /794 NORTH CAROLINA COA 13752 0 'n T r o c0 V O r � O -0 OO N m 3vn 03 O J O O O ' N 12 03 25^ W O O 20.00un rn Cp N 145: LINE TABLE ➢ rs •w LINE BEARING LENGTH L1 S79°03'10"W 31.46 L2 N69'32'53"W 42.12 L3 N30'01'10"W 60.41 L4 N12'02'34"W 159.96 L5 N00'54'25"E 18.13 L6 N11'56'50"W 62.36 L7 N48'44'53"E 30.65 L8 N11'56'50"W 65.00 L9 N78-03'1 0"E 25.00 LEGEND / ABBREVIATIONS 0 ------------------DENOTES SET 4"X4" CONCRETE MONUMENT, STAMPED LB 6979 ■ -----------------------------------DENOTES FOUND CONCRETE MONUMENT, LB 120 • ______________________________________________DENOTES FOUND 1/2" REBAR LS 5488 O ____________________________________________DENOTES FOUND 1/2" IRON PIPE NO ID. 0 ------------------------------------------------DENOTES FOUND 1/2" REBAR NO ID. ® -----------------------------------------DENOTES FOUND 1/2" IRON PIPE LB 3857 Q ----------------------------------------------- DENOTES FOUND 1/2" REBAR LB 120 Q --------------------------------------------- DENOTES SET 1/2" IRON PIPE LB 6979 LB---------------------------------------------------------------------LICENSED BUSINESS P.C.-------------------------------------------------------------------POINT OF CURVATURE P.T----------------------------------------------------------------------- POINT OF TANGENT P.R.C.-------------------------------------------------------------POINT OF REVERSE CURVE N 1955646.23 DENOTES STATE PLAIN COODINATE PAIR E 557877.72 ------------------------------------ OFFICIAL RECORDS BOOK ORB--------------------------------------------------------------- (D) --------------------------------------------------------------------------DENOTES DEED _______DENOTES MEASURED D.A.L.________________________________________________DENOTES DEVELOPMENT AREA LINE IOIW�III\11�1I�fIt�fL���Ei� NOTES: 1.) BEARINGS ARE BASED ON THE NORTHERLY LINE OF OF LOT 6 OF SELVA PRESERVE (N 78'03'10" E) AND REFERS TO THE PLAT OF SELVA PRESERVE MAP BOOK 71 PAGES 63-65. 2.) THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM EAST ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2007 (NAD83/2007) AND EXPRESSED IN U.S. SURVEY FEET. GEOMATICS CORP. SURVEYING -MAPPING -GPS 2804 N. FIFTH STREET, UNIT 101 PHONE (904)AOU24G 3086 FA% 3 9008824-5759 - LICENSED BUSINESS FLORIDA #8979 GEORGIA /999 SOUTH CAROLINA /3387 ALABAMA /794 NORTH CAROLINA COA 13752 0 'n T r o c0 V O r � O -0 OO N m 3vn 03 O J O O O ' N 12 03 25^ W O O 20.00un rn Cp N 145: cn ➢ rs •w O C; rn 1�cr ➢ EIOP ENT AREA � Z \ o cp. 00 0 'o j6.75 w 6 ppGES53TM� 4.1 J 73 -01R5 17i, 145.. fir --73,62 \ OS�J O O w 0 00 0 `'� O p Lp7 4 AREA Icn1 r DE4 $41MSOt �' p�1 \ rn O rn rn UNIT No. 1 SELVA LIQ KPAIDE GE 23 AND 23A PLAT BOOK 4 o I o 0 I Lo7 80 0 L07 79 I �I x w Ong 0 50 25 0 50 100 150 SCALE IN FEET 1 " = 50' m cn ➢ rs •w 1 m 73.72 o W � Z \ o cp. 00 0 'o j6.75 p p.L• 7.5 JEA L0'I NT AREA D 5E828M50. ft. T fr, u ,4 f 0 S 7$ p3- m PLAT BOOK , PAGE PAGE 2 OF 3 PAGES z, 3g9.57' 399 55 0 20 �5' 53' r- \ o-4 6 --CpROPOSEO wET1ANO UINr�� I NSERVATIOT � CO EASEMEN 006� �G 'g1 - S 78 p3' 1 O W #1 N 2182707.6149 E 528414.8561 R, a cn \ o W � Z \ o cp. 00 0 'o W Lp7 6 N SELVA LINKSIDE UNIT No. 1 Vol tq PLAT � Z r n NOT A PART OF THIS PLAT OIL J o P.C. T 11 /� -I LA �+ O 1 z 11 LOT 5 �I� 0 o Z ml ;0T 1 03 v -- v� 1 z 1 �?r O - z, 3g9.57' 399 55 0 20 �5' 53' r- \ o-4 6 --CpROPOSEO wET1ANO UINr�� I NSERVATIOT � CO EASEMEN 006� �G 'g1 - S 78 p3' 1 O W #1 N 2182707.6149 E 528414.8561 R, a I \ 00„ Z \ O�)Q �2 00 0 'o W Lp7 6 N SELVA LINKSIDE UNIT No. 1 N tq PLAT BOOK 44 PAGE 23 AND 23A 40.00 r n NOT A PART OF THIS PLAT Ip O "A" P.C. T 11 /� TRACT 1 1 � 1 z 11 LOT 5 �I� p O) ml ;0T 1 J O J v� 1 z 1 v \ CO n 1 1 � \ r 1 z Lp7 4 1 1 � \ � 1 r 0 11 \ o l -�� L07 3 ___--- P.T. o� P.C. 3g9'45:�, rn 0 a 0 6 m 0 16 79 LOT O 3.52 ACRE'S' MORE OR LESS \ 0-7 Z \ O�)Q �2 00 0 'o O G Lp7 6 N � N PY � F�OOOw � 40.00 r n V, - P.C. T 11 /� � 1 1 � 1 z 11 LOT 5 1 n ml ;0T 1 J O J v� 1 z 1 v CO n 1 1 � r 1 z Lp7 4 1 1 � � 1 r 0 11 o l -�� L07 3 ___--- _---j- z I O; I Cl IGi 1 SELVA LINKSIDE UNIT No - PLAT BOOK 44 PAGE 23 AND 23A 0 I o b I LOT 80 0 L07 79 I I I I II � I /I ��)SII 00 LINE TABLE LrA LINE O O 1 0 CURVE DELTA O oN 01-0im ARC m -- _ O 156°24'48' 0' 07 5" W 0 p P p N 12032 m0 -7-0 20.00' "'I O c 1' 23'44'11" W J 0 00 N01 1m 16.56' y S o C3 90°00'54" _---j- z I O; I Cl IGi 1 SELVA LINKSIDE UNIT No - PLAT BOOK 44 PAGE 23 AND 23A 0 I o b I LOT 80 0 L07 79 I I I I II � I /I ��)SII 00 - rn i moo 0 vol 3 399.53 D , T pREA a, . �� v�� � E AE659MSQ.-54 P _78 0i„ W% ESTHR= ORB 174g6 0/73.62 p 0 9 45, v o A v 1 0 39 � 0 0 1I S 4.5* 78 p3 10 W DEVMSU. � � ,cN / 73.72 76.75 0•A•L' z o O D LOT 5t pREA 0 5 7.5 S0• ()I OD c� p O O o + OA 30.49: _ D. UCPROPOSED ti RVATION "0- CONS SEMENT .. EA ss s, 0 6' �L 94g1' -� -750'3', 10„ W S LINE TABLE CURVE TABLE LINE BEARING LENGTH CURVE DELTA RADIUS ARC CHORD CH BEARING Cl 156°24'48' 35.00' 95.55' 68.52' N 23'44'11" W C2 63'15'58" 15.00' 16.56' 15.73' S 22'50'30" W C3 90°00'54" 25.00' 39.28' 35.36' N 51'18'00" W C4 1 32'00'00" 120.00' 67.02' 66.15' N 22'18'00" W C5 14'00'00" 116.85' 28.55' 28.48' N 31' 18'00" W C6 23'04'05" 200.00' 80.52' 79.98' N 39'50'38" W C7 05'30'40" 4235.83' 407.44' 1 407.28' 1 S 09'11'25" E - rn i moo 0 vol 3 399.53 D , T pREA a, . �� v�� � E AE659MSQ.-54 P _78 0i„ W% ESTHR= ORB 174g6 0/73.62 p 0 9 45, v o A v 1 0 39 � 0 0 1I S 4.5* 78 p3 10 W DEVMSU. � � ,cN / 73.72 76.75 0•A•L' z o O D LOT 5t pREA 0 5 7.5 S0• ()I OD c� p O O o + OA 30.49: _ D. UCPROPOSED ti RVATION "0- CONS SEMENT .. EA ss s, 0 6' �L 94g1' -� -750'3', 10„ W S LINE TABLE 0 ------------------DENOTES LINE BEARING LENGTH L1 S79'03'10"W 31.46 L2 N69'32'53"W 42.12 L3 N30'01'10"W 60.41 L4 N12'02'34"W 159.96 L5 N00'54'25"E 18.13 L6 N11'56'50"W 62.36 L7 N48'441531 E 30.65 L8 N11'56'50"W 65.00 L9 N78 -03'10"E 25.00 - rn i moo 0 vol 3 399.53 D , T pREA a, . �� v�� � E AE659MSQ.-54 P _78 0i„ W% ESTHR= ORB 174g6 0/73.62 p 0 9 45, v o A v 1 0 39 � 0 0 1I S 4.5* 78 p3 10 W DEVMSU. � � ,cN / 73.72 76.75 0•A•L' z o O D LOT 5t pREA 0 5 7.5 S0• ()I OD c� p O O o + OA 30.49: _ D. UCPROPOSED ti RVATION "0- CONS SEMENT .. EA ss s, 0 6' �L 94g1' -� -750'3', 10„ W S LEGEND / ABBREVIATIONS 0 ------------------DENOTES SET 4"X4" CONCRETE MONUMENT, STAMPED LB 6979 0 ------------------------------------DENOTES FOUND CONCRETE MONUMENT, LB 120 • ----------------------------------------------DENOTES FOUND 1/2" REBAR LS 5488 G --------------------------------------------DENOTES FOUND 1/2" IRON PIPE NO ID. 0 ------------------------------------------------DENOTES FOUND 1/2" REBAR NO ID. ® -----------------------------------------DENOTES FOUND 1/2" IRON PIPE LB 3857 Q -----------------------------------------------DENOTES FOUND 1/2" REBAR LB 120 0 ---------------------------------------------DENOTES SET 1/2" IRON PIPE LB 6979 LB---------------------------------------------------------------------LICENSED BUSINESS P.0 -------------------------------------------------------------------- POINT OF CURVATURE P.T----------------------------------------------------------------------- POINT OF TANGENT P.R.C.-------------------------------------------------------------POINT OF REVERSE CURVE N 1955646.23 ------------------------------------ DENOTES STATE PLAIN COODINATE PAIR E 557877.72 ORB--------------------------------------------------------------- OFFICIAL RECORDS BOOK (D) --------------------------------------------------------------------------DENOTES DEED (M) --------------------------------------------------------------------DENOTES MEASURED D.A.L.------------------------------------------------DENOTES DEVELOPMENT AREA LINE - rn i moo 0 vol 3 399.53 D , T pREA a, . �� v�� � E AE659MSQ.-54 P _78 0i„ W% ESTHR= ORB 174g6 0/73.62 p 0 9 45, v o A v 1 0 39 � 0 0 1I S 4.5* 78 p3 10 W DEVMSU. � � ,cN / 73.72 76.75 0•A•L' z o O D LOT 5t pREA 0 5 7.5 S0• ()I OD c� p O O o + OA 30.49: _ D. UCPROPOSED ti RVATION "0- CONS SEMENT .. EA ss s, 0 6' �L 94g1' -� -750'3', 10„ W S SELVA LINKSIDE UNIT No. 1 PLAT BOOK 44 PAGE 23 AND 23A 0 P4 50 25 0 50 100 15 SCALE IN FEET 1 " = 50' NOTES: 1.) BEARINGS SHOWN HEREIN ARE BASED ON THE NORTHERLY RIGHT OF WAY LINE OF 11TH STREET AS BEING S 83' 42 00"' W AND REFERS TO THE PLAT OF SELVA LINKSIDE UNIT 1, MAP BOOK 44 PAGE 23 AND 23A. 2.) THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM EAST ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2007 (NAD83/2007) AND EXPRESSED IN U.S. SURVEY FEET. ao03 -7.5 JEA EASEMENT % #1 N 49 2182707.r56 m m -, LOT 3 -_---- O�p� E 528414.8561 P.R.C. I I I I LOT 2 I I I N �4� 49'40» b W z v SELVA LINKSIDE UNIT No. 1 I PLAT BOOK 44 PAGE 23 AND 23A �d I NOTA PART OF THIS PLAT N 83 . 4200oa- 25.00 E Ip I O TRACT "A" O� �Z O O W co 0 v _c 0 0�o p o z pG 6 a mz \ Z LOT � \ N O N F�OOOw P� � � o 40 •p0 SEE SHEET 2 OF 3 \ MATCH LINE \ 316.79 P.T. -gp� P.T. tel' 01 ! ' 1 I _ S 83°42'00" P.C. 1 � II � oT 1 � �4 P.C. SELVA LINKSIDE UNIT No. 1 PLAT BOOK 44 PAGE 23 AND 23A 0 P4 50 25 0 50 100 15 SCALE IN FEET 1 " = 50' NOTES: 1.) BEARINGS SHOWN HEREIN ARE BASED ON THE NORTHERLY RIGHT OF WAY LINE OF 11TH STREET AS BEING S 83' 42 00"' W AND REFERS TO THE PLAT OF SELVA LINKSIDE UNIT 1, MAP BOOK 44 PAGE 23 AND 23A. 2.) THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM EAST ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2007 (NAD83/2007) AND EXPRESSED IN U.S. SURVEY FEET. ao03 a C1 ON m m -, LOT 3 -_---- 0 P.R.C. I I I I LOT 2 I I I I -gym I z v I �d I 03 7 N 83 . 4200oa- 25.00 E O� �Z O O W co 0 v _c 0 0�o p o z pG 6 a mz P.C. LOT � N O N F�OOOw P� � � o 40 •p0 oc v \� 316.79 N P.T. 01 ! ' 1 I _ S 83°42'00" P.C. 1 � II � 1 � 1 Z II LOT 5 1 n mI � JI omI N (nu) tO v J I z I v �1 n II � I z LOT 4 1 SEE SHEET 2 OF 3 I LOT 6' 3.52 ACRES MORE OR LESS P.T. 0 a C1 ON m m -, LOT 3 -_---- -_ P.R.C. I I I I LOT 2 I I I I -gym I z v I �d I N 83 . 4200oa- 25.00 E o� �C v _c z a mz P.C. � MCA �Ln mb oc P.T. W S 83°42'00" MATCH LINE I 1 TH S'TREE'T PAVED) (VARIABLE WIDTH RIGHT-OF-WAY, PLAT BOOK , PAGE PAGE 3 OF 3 PAGES SELVA PRESERVE II A REPEAT OF SELVA PRESERVE AS RECORDED PLAT BOOK 71, PAGES 63-65., OF THE PUBLIC RECORDS OF DUVAL COUNTY BEING A PORTION OF SECTIONS 16 AND 17, TOWNSHIP -2 -SOUTH, RANGE -29 -EAST, ATLANTIC BEACH, DUVAL COUNTY, FLORIDA 1 r lI I I LOT 3 -_---- -_ II I I I I I I I LOT 2 I I I I -gym I I c3jg I N 83 . 4200oa- 25.00 E I----_�-- �C mz � S 83'42 00" 25.00 Ln 0 O; O� O O -o rn 7175.00' BOFOF E N INNIG SoUTHERWESn'Y CORNER, OFFICIAL RECORDS BOOK 528, PAGE 283 0 01 0 o0 loo m LOT 1 J--- --1 OFFICIAL RECORDS II BOOK 528, PAGE 283 RTHERLY RIGHT OF WAY LINE N07 SUBDIVIDED NO I N 2182211.8506 E 528842.2857 I SII o0 -a I DII�� M BASIS OF BEARING - b POINT OF COMMENCE'ME'NT THE /NTERSECTIONV� OF E WESTERLY R/µ WITH LTiEl STREET SEMINOLE ROAD NORTHERLY R/W OF GEOMATICS CORP. SURVEYING -MAPPING -GPS 2804 N. FIFTH STREET, UNIT 101 PHONE (904) 8244 3USTINE086 FAX (904)8824-5759 LICENSED BUSINESS FLORIDA #8979 GEORGIA #999 SOUTH CAROLINA /9987 ALABAMA #794 NORTH CAROLINA COA #9752