Loading...
Selva Plat revision - 1-05-2018I SELVA PRESERVE BEING A PORTION OF SECTIONS 16 AND 17, TOWNSHIP -2 -SOUTH RANGE -29 -EAST, DUVAL COUNTY, FLORIDA. GENERAL NOTES: I) 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 CAPTION CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER A PORTION OF SECTIONS 16 AND 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA. PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND BEING A PORTION OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 8373, PAGE 820, OF OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY COMMISSION (CURRENT FLORIDA STATUTES SECTION 177.091(28). DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF 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 SEMINOLE ROAD (A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED); WITH THE NORTHERLY RIGHT OF WAY PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THE PLAT THAT MAY BE FOUND IN THE CURRENT LINE OF 11th STREET (A VARIABLE WIDTH RIGHT OF WAY); THENCE SOUTH 83°42'00" WEST, ALONG THE PUBLIC RECORDS OF THIS COUNTY. (CURRENT FLORIDA STATUTES SECTION 177.091(27). NORTHERLY RIGHT OF WAY OF SAID 11TH STREET, A DISTANCE OF 300.00 FEET TO THE SOUTHWESTERLY CORNEP OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 528, PAGE 283 OF THE CURRENT 3) BEARINGS SHOWN HEREON ARE REFERENCED TO THE STATE OF FLORIDA, STATE PLANE COORDINATES (EAST ZONE 901), PUBLIC RECORDS OF :SAID DUVAL COUNTY, SAID POINT BEING THE POINT OF BEGINNING; THENCE CONTINUE NORTH AMERICAN DATUM 1983/1991. 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 4) COORDINATES BASED ON GPS OBSERVATION OF THE FOLLOWING STATIONS AND PUBLISHED COORDINATES. COORDINATE DATUM: SAID 11TH STREET WITH THE EASTERLY RIGHT OF WAY LINE OF LINKSIDE DRIVE (A VARIABLE WIDTH RIGHT STATE OF FLORIDA STATE PLANE COORDINATES (EAST ZONE), NORTH AMERICAN DATUM 1983/1991. STATE PLANE IS IN U.S. OF WAY) AS SHOWN ON THE PLAT OF SELVA LINKSIDE UNIT NO. 1, AS RECORDED IN PLAT BOOK 44, SURVEY FEET.' 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, 5) CERTAIN EASEMENTS ARE RESERVED FOR JEA FOR USE IN CONJUNCTION WITH THE UNDERGROUND ELECTRICAL DISTRIBUTION HAVING A CHORD BEARING AND DISTANCE OF NORTH 51'18'00" WEST, 35.36 FEET TO THE POINT OF SYSTEM. "JEA—E.E." DENOTES JEA EQUIPMENT EASEMENTS. THESE EASEMENTS SHALL REMAIN TOTALLY UNOBSTRUCTED BY ANY TANGENCY OF SAID CURVE; THENCE NORTH 06'18'00" WEST, A DISTANCE OF 35.00 FEET TO THE POINT IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF SAID EASEMENT BY JEA. "JEA—E" DENOTES JEA EASEMENT. JEA 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" WILL ALLOW CERTAIN NON—PERMANENT IMPROVEMENTS WHICH DO NOT IMPEDE THE USE OF SAID EASEMENT BY JEA. THE WEST 66.15 FEET TO THE POINT OF REVERSE CURVE, SAID CURVE BEING CONCAVE NORTHEASTERLY, INSTALLA11ON 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. 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 6) CURRENT LAW PROVIDES THAT NO CONSTRUCTION, FILING, REMOVAL OF EARTH, CUTTING OF TREES OR OTHER PLANTS SHALL CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 200.00 FEET, THENCE ALONG SAID CURVE, AN ARC TAKE PLACE WATER WARD OF THE JURISDICTIONAL WETLAND LINES AS DEPICTED ON THIS PLAT WITHOUT THE WRITTEN APPROVAL LENGTH OF 80.52 FEET, A CHORD BEARING AND DISTANCE OF NORTH 35'50'00" WEST, 79.98 FEET TO THE OF THIS COUNTY, AND ALL OTHER GOVERNMENTAL REGULATORY AGENCIES WITH JURISDICTION OVER SUCH WETLANDS. IT IS THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING THE SOUTHERLY CORNER OF TRACT "A". AS RESPONSIBILITY OF THE LOT OWNER, HIS AGENT AND THE ENTITY PERFORMING ANY ACTIVITY WITHIN THE WETLAND AREA TO SHOWN ON SAID PLAT OF SELVA LINKSIDE UNIT NO. 1; THENCE NORTH 27°41'32" EAST, ALONG THE ACQUIRE THE NECESSARY WRITTEN APPROVAL(S) PRIOR TO THE BEGINNING OF ANY WORK. THIS WETLAND JURISDICTIONAL LINE EASTERLY LINE OF SAID TRACT "A", A DISTANCE OF 140.04 FEET, THENCE NORTH 74018'00" WEST, ALONG AND UPLAND BUFFER MAY BE SUPERSEDED AND REDEFINED FROM TIME TO TIME BY THE APPROPRIATE GOVERNMENTAL AGENCIES. 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 7) THE EASEMENTS SHOWN HEREON AND DESIGNATED AS UNOBSTRUCTED EASEMENTS SHALL REMAIN TOTALLY UNOBSTRUCTED BY UNIT NO. 1; THENCE NORTH 06'18'00" WEST, ALONG THE EASTERLY LINE OF SAID LOT 80, A DISTANCE ANY PERMANENT IMPROVEMENTS WHICH MAY IMPEDE THE USE OF SAID EASEMENTS BY THE CITY OF ATLANTIC BEACH. THE OF 100.00 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 80, SAID POINT ALSO BEING THE CONSTRUCTION OF DRIVEWAYS AND THE INSTALLATION OF FENCES, HEDGES, AND LANDSCAPING IS PERMISSIBLE BUT SUBJECT TO SOUTHEASTERLY CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 652, PAGE 484, OF REMOVAL BY THE CITY AT THE EXPENSE OF EACH LOT OWNER FOR THE REMOVAL AND/OR REPLACEMENT OF SUCH ITEMS. THE CURRENT PUBLIC; RECORDS OF SAID DUVAL COUNTY; THENCE NORTH 11°56'50" WEST, ALONG THE 8) ALL LOT LINES THAT INTERSECT CURVES ARE NON RADIAL, UNLESS OTHERWISE NOTED HEREON. 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 9) FLOOD ZONE NOTE: BY GRAPHIC PLOTTING THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE AE (6), NORTH AMERICAN THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE NORTH 78'03'10" EAST, ALONG THE VERTICAL DATUM OF 1988, (NAVD '88) AS DEPICTED ON THE CITY OF JACKSONVILLE MSMP UPDATE AND THE U.S. DEPARTMENT SOUTHERLY LINE OF SAID OFFICIAL RECORDS VOLUME 7910, PAGE 958, A DISTANCE OF 386.43 FEET TO A OF HOMELAND SECURITY, FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY POINT ON THE WESTERLY BOUNDARY LINE OF SELVA MARINA UNIT NO. 4, AS RECORDED IN PLAT BOOK 30, 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). PAGE 28, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE SOUTH 16°17'08" EAST, THE FLOOD ZONE INFORMATION DELINEATED GRAPHICALLY ON THIS PLAT IS VALID ONLY FOR DATES UP TO AND INCLUDING THE 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 EFFECTIVE RECORDING DATE OF THIS PLAT. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL OF SAID DUVAL COUNTY; THENCE SOUTH 11'56'50" EAST, ALONG THE WESTERLY LINE OF LAST SAID SUPERSEDE SAID INFORMATION, INQUIRIES FOR THIS INFORMATION SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLAIN LANDS, A DISTANCE OF 263.52 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF JACKSONVILLE OR THE FEMA WEB PAGE. 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 10) THIS FIRM HAS REVIEWED AN "OPINION OF TITLE", TITLE TO THE PROPERTY WAS EXAMINED BASED ON UPON THAT THE SOUTHWESTERLY CORNER OF SAID OFFICIAL RECORDS BOOK 77, PAGES 196, 197 AND 198; THENCE CERTAIN COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE INSURANCE GUARANTY COMPANY EFFECTIVE NORTH 83°42'00" EAST, ALONG THE SOUTHERLY LINE OF LAST SAID LANDS, A DISTANCE OF 25.00 FEET TO DECEMBER 19, 2017 ( THE "EFFECTIVE DATE"), WHICH COVERS ALL PUBLIC RECORDS ON FILE UP TO AND INCLUDING THE A POINT ON THE WESTERLY LINE OF SELVA MARINA UNIT NO. 3, AS RECORDED IN PLAT BOOK 29, PAGE EFFECTIVE DATE, AND MY REVIEW OF PUBLIC RECORDS AND IS SUBJECT TO FOLLOWING EASEMENT(S): 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 a) ASSIGNMENT OF EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 17486, PAGE 832 THROUGH 854, OF THE CURRENT NORTHERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 528, PAGE 283; THENCE SOUTH PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, (GRAPHICALLY SHOWN HEREON). 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 PUBLICRECORDS 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 CORP. 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 DATE DIRECTOR OF PUBLIC WORKS PLAT CONFORMITY REVIEW THIS PLAT HAS BEEN REVIEWED AND FOUND IN COMPLIANCE WITH PART 1, CHAPTER 177, FLORIDA STATUTES, THIS DAY OF , 2018 , P.L.S. PROFESSIONAL LAND SURVEYOR NUMBER 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 DEPUTY CLERK CLERK OF CIRCUIT COURT STATE OF FLORIDA COUNTY OF DUVAL THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D., 2018 BY LAURA FERRANTE, PRESIDENT, SELVA PRESERVE A FLORIDA LIMITED LIABILITY COMPANY. BY: NORTH FLORIDA PIONEERS, INC., ITS MANAGING MEMBER NOTARY PUBLIC, STATE OF FLORIDA AT LARGE MY COMMISSION EXPIRES: SELVA PRESERVE, LLC, WITNESS: PRINT NAME: LAURA FERRANTE, PRESIDENT SELVA PRESERVE, LLC WITNESS: JIM LUCAS PRINT NAME: SELVA PRESERVE, LLC �'• � � t � � 1 � � al`riil) CITY DEVELOPMENT NO. : (CORPORATE SEAL) SEAL s JEA AVAILADILTY No. PLAT BOOK , PAGE PAGE 1 OF 3 PAGES 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 HANANG 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 ADJACENT TO 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 THE PRIVATE 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 THE PRIVATE 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. STATE OF FLORIDA COUNTY OF DUVAL THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D., 2018 BY LAURA FERRANTE, PRESIDENT, SELVA PRESERVE A FLORIDA LIMITED LIABILITY COMPANY. BY: NORTH FLORIDA PIONEERS, INC., ITS MANAGING MEMBER 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: KEVIN O'CONNER PRINT NAME: SENIOR VICE—PRESIDENT (CORPORATE SEAL) WITNESS: PRINT NAME: SEAL i~ 7 fl O •U I S .� -o ATLANTIC: BEACH AIA IO J:VICINITY MAP:: NEPTUNE BEACH SCALE 0 0.5 1 2 3 4 MILES I low 0 0.5 1 2 3 4 5 6 KILOMETERS d SURVEYING—MAPPING—GPS 2804�N.. FIFTH UNIT 101 ti rao s ( j 624 3086 ' A� {WWoj 024-5753 -< IICENSO UUSum3 4 FdARlQS #8979 O!OROIA #939 SOM GAROId4'2@ #3587 ATARANA #794 NORM mom C0® #1752 J I' 1 g .e 6.��'J h, t,�'?:c 13E .;€� r....y"?�;;irx�l.y r, r,. 61i'mUllyremm in ® LINE T LEGEND 0 ABBREVIATIONS DESCRIPTION LINE I El ------------------DENOTES SET 4"X4" CONCRETE MONUMENT, STAMPED LB 6 79 ARC CHORD in ----------------------- - -------- --DENOTES FOUND CONCRETE MONUMENT, LB 20 156°24'_48' 35.00' ® ----------------------------------------------DENOTES FOUND 1/2" REBAR LS 5188 N 23'44'11" W C2 ® --------------------------------------------DENOTES FOUND 1/2" IRON PIPE NO ID. 16.56' 15.73' 0 -----------------------------------------------DENOTES FOUND 1/2" REBAR NO ID. 101 °59'32' 35.00' 1$!_________________________________________DENOTES FOUND 1/2" IRON PIPE LB 3E157 DENOTES FOUND 1/2" REBAR LB 120 S 23"18'14" E C4 Q----------------------------------------------- ®--------------------------------------------- DENOTES SET 1/2°° IRON PIPE LB 6979 32.68' 1 S LB ---------------------------- ----- --------------- ------ -- ------- LICENSED BUSINESS P.C.------------------------ C5 1 35.00' 26.62' ----------------- ---------- ------------- POINT OF CURVATURE S 03°26'44" E C6 P.T.------------------------ -------------- ---- ---------------- - ------ POINT OF TANGENT 77.26' 76.93' S P.R.C------ -------------------------------------------------- ---POINT OF REVERSE CURVE C7 1 240.00' N 1955646.23 ----------________________________DENOTES STATE PLAIN COODINATE PIR S 1 68 E .72 240.00' 28.68' 28.67' I B __--OFFICIAL RECORDS B ---- OK 11 76.00' (®)-------- ------------------------------------ ----------- ---------------DENOTES DEED S 31'08'45" E C10 (M)----------------------------------------------------------------DENOTES MEASU .ED #2 S 32'07'42" E C11 90°00'54" N 2183113.1831 39.28' D.A.L.------------------------------- ----_--_---__-- -DENOTES DEVELOPMENT AREA -NE 51'18'00" W E 528277.8118 STATE PLANE COORDINATE TABLE (SEE NOTE 2) POINT NUMBER LINE T CURVE TABLE DESCRIPTION LINE BEARING CURVE DELTA RADIUS ARC CHORD 27.15 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 101 °59'32' 35.00' 62.30' 54.40' S 23"18'14" E C4 53°29'57" 35.00' 32.68' 31.51' S 47'33'02" E C5 48°29'35" 35.00' 26.62' 28.75' S 03°26'44" E C6 18°26'40" 240.00' 77.26' 76.93' S 33'31'50" E C7 11'35'48" 240.00' 48.58' 48.49' S 36°56'46" E 68 06°50'5." 240.00' 28.68' 28.67' S 27'43'26" E C9 13'41'30" 76.00' 18.16' 18.12' S 31'08'45" E C10 11'45'24" 160.00' 32.83' 32.77' S 32'07'42" E C11 90°00'54" 25.00' 39.28' 35.36' N 51'18'00" W C12 32'00'00" 120.00' 67.02' 66.15' N 22'18'00" W C13 14'00'00" 116.85' 28.55' 28.48' N 31' 1 WOO" W C14 27'09'44" 120.00' 56.89' 56.36' S 19'52'50" E C15 04'50'16" 120.00' 10.13' 10.13' S 35'52'50" E C16 11°56'24" 200.00' 41.68' 41.60' N 30'16'09" W C17 11°07'41" 200.00' 38,84' 38.78' N 41'48'12" W C18 23'04'05" 200.00' 80,52' 79.98' N 39°50'38" W C19 01'08'11" 4235.83' 84.02' 84.02' S 10'47'24" E C20 01'13'08" 4235.83' 90.11' 90.11' S 09'36'45" E C21 01'00'55" 4235.83' 75.06' 75.06' S 08'29'43" E C22 01°00'53" 4235.83' 75.02' 75.02' S 07'28'49" E C23 00°32'18" 4235.83' 39.80' 39.80' S 06'42'14" E C24 00'35'15" 4235.83' 43.44' 43.44' S 11'39'08" E C25 02°49'58" 160.00' 7.91' 7.91' S 24'50'01" E C26 01'55' 17" 4185.79' 140.37' 140.36' S 10'59'07" E C27 01'57'47" 4235.83' 145.12' 145.12' S 10'57'52" E STATE PLANE COORDINATE TABLE (SEE NOTE 2) POINT NUMBER LINE T E3LE DESCRIPTION LINE BEARING 2182211.8506 LENGTH L1 S83'41'21 "W 27.15 L2 N29'1 '48"W 20.06 L3 N15'1 '58"W 41.30 L4 N542 '55"W 23.56 L5 N24°O '02"W 23.94 L6 N17'2 '08"W 35.95 L7 N32'21'08"W 28.37 L8 N15"3 '39"W 52.50 L9 N56'1 '25"W 14.36 L10 N56'1 '25"W 8.33 L11 NO2'5 '29"W 74.90 L12 N58'2 "02"E 19.96 L13 N14'3 -'09"E 28.90 L14 N12'0 '52"W 73.99 L15 N31'3 '14"W 51.45 L16 S78'03'1 O"W 10.62 L17 S78'03'1 O"W 47.74 L18 N69°59'1 9"W 28.34 L19 N69"32'53"W 42.12 L20 N30°01'10"W 60.41 L21 N12'0 '34"W 159.96 L22 NOO'5 '25"E 18.13 L23 N11'56'50"W 62.36 L24 N48°4 •'53"E 30.65 L25 N11'56'50"W 65.00 L26 N78'0 "10"E 25.00 L27 N11'56'31"W 1.41 L28 N83'41'1 7"E 8.61 L29 S37'4 ' 1 1 "E 16.89 L30 S13'5 '30"E 20.62 L31 S09'01'45"E 18.89 STATE PLANE COORDINATE TABLE (SEE NOTE 2) POINT NUMBER NORTHING EASTING DESCRIPTION 1 2182211.8506 528842.2857 POINT OF BEGINNING 2 2183113.1831 528277.8118 NORTHWEST CORNER OF LOT 11 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. 3.) THE ZONING ON THE PLAT IS RS -1 (RESIDENTIAL, SINGLE FAMILY) PLAY BOOK , PAGE PAGE 2 OF 3 PAGES 1 300K 17013 \ LOf 9 ®F¢tCIAL RECORD PAGE " r ..- OFFIC\AL RECOR0505 yOLU4AE 7910, S \ _ NOT top 24.60' TO IRON y®.os° 35 6.90' (M) e1R®N \ 209-71, v cn \ �cn(P eaA C O lia ` 03' 10� „ E v a �" �\ -- rn i w �" N 76 126 ® � \ NATION m "� 01 �' LOT 8 CONS�R o w aG 35.00 cn \ \ m o art r' L07 AREA �taT AREA -� �� ! ` % \ sn o •p O N'9Q® 3' OIL \ wo rooox�1om N ® Lo -I®S 76Q°mo \ \ \ iN26• tea®/ \\ \O rn \ 1 Ns ,3® 7 ° \5,) r_n720o o \6wcn nU' O o \ a un 01 °6 4tH \\ \ a \ a�a� 3g8.26'� \ • o s Z .� N � ® \ a o O,r 502 Q? P1 043 o 1®,° W \ ® \ O 01 °6 'V3o o, /1 7 03, o � (9) o0 75.19 r t) MEN-\ y I `� -Vr, �� Lu L 7 ..-- � 15.66_-7 ,45' Z pROPOS�D T \�®\ 3 \ S 11'3®od D. �• 99'5T y� o� U, ,,!l,,- G ��� °\r \ 599.5 59 AGE o O �A vjr Lots �® - o" LwA 0 C)b O O O R5 6 r DQE �cP y fn LA o, ® --' Q1 U1 -t O CP O N'O,c�a \�, %oro`" (!y� v00 6P 111 / r-- r�C\� ' ��0� O�\\ \��� N `11 '7.52 \Oq .��t 399 45, \ m \ 'P .-� I P LOP�E� 1 0 ! r D1 a, , S 7 $ 03 10\� \�\ \ \\\ 00 o o t z LA 73.72. \ p A L - ° _ _ N CONS�RVAU *El ®UINS \1 °' pROpOSE at-o �o��o ,�� CONS � 1 \` � c,I � LOt SEA vq.0pV00 FT A 01Q' \I \ s 1 C, co 61 ou cn S 76 4 of o ®�A.�3 1 61.51 L16 w a'j C. UNIT No. 1 g46' ®_� ,-j, � 3p,�8: p,A•I-•1- ^" in c4 L pL 1 1 1 SELVA LINKSi 23 AND 23A 3 > s� 4 62, 21- -� 90.02 Qq ' p { ®`s-' �� 0 11 32` 24 W c> 1 cn PLAT BOOK 44 PAI ®� > -'p.A•� o\� p��"" �\ 'A \ N 21.1 ®1 1 5 . I LOT 8O to c oD., N� 111 99.65 D ®oy� sn \1 1 o LOT 79 " Wi lg> 5� ` ` .A\ \\0 233 38 1 a�,l 12 N S3°54'53 3p' �C` `. vo� -o�� ��_ 2 ,24„ W I Cc EAS ,5 7�A !°� 9 g3.7 JZ • ®, � 1'32 LOt 5 o G S5� 60.00' I i3y.��= s�'En�r �s �sNr O� �� D•AL_ , W k -moi ` �\ \°' N 19?5 1 t\y 1400 �a >¢>y ,�0' a 132 �p cro O �t \ 0 o S2 .i _' I i 9 0" w '�� r` D.A.L. 06' �o \\ \\ `'' 1 �} � $ I SELVA LINKSIDE UNIT No. 1 �o ��-f ; z \\ IQ 1 / PLAT BOOK 44 PAGE 23 AND 23A N� L®T 5 ®z \ o NOT A PART OF THIS PLAT / `� D co \U! 1 CJ1 co TRACT >9 AW 99 UlpN-O < '' c" ` 14 Cb v ��®� /� O' D.A�L. yy sz_54' J _�1`L+° "y N 'g 03' 10 ��° �` -- 2'00 J `n 26.29 Z\ -3 °\ I 1 y' 126_60 `" 62' \ I I o 1 \ .87 0 85 o \�I� D.A.L. C22 P R FA L f MINARY O'l - 05 - 18 Inv GEOMATICS COW. SURVEYING -MAPPING -GPS g 2804 N. FM STI, UNIT 101 ST. AUGUSTINE, Ft 32084 PHONE (964) MA -3006 FAX (904) 8-57 UMSED BUSINESS FWMA /6979 GIMMIA 19,98 SOUM CMUM #3387 AIARAUA 4794 NORTH CN laa ca inn 50 L 50 Pf SCALE IN FEET 1"=50' Ir 1 Dcn� N = DE IELO MEK '"A 0)�-� A o J I m �� � MATCH LINE \ h 8,402 �� � o ' g I MATCH Lk " V � SEE SHEET 3 OF 3 \ ! o 39E SHEET 3 of 3 P.T. .' ®W;2 g9 Iow � .,.. II ® �y 1 LOt A, 0 O S 83'4200� 150 z 1 Two' 0 ® " J 153.98_ �9 cP� D.A. L. 81.10' o�°8, �� . CONSERVATION -4 U) co EASEMENT N o 10 � PROPOSED opo LO' 2s��� \f ®� WETLAND UNE 03 r LOT 3 _ _cp A [3,U� � . v1 S x 6 E Yr i a � , ' �CY 9'N'yy •-v �,"" C� r 6 _ E � O EM O 6 r aS O cr N OF Z P O ZO7m0 m y voloT 9 O � v _ _ o OE _ .. 0i D ..• \ 9 53 «� PAGE GE W P AT BOQC r NGWo11G"Om �cn0 O rrn N W � n l> \ 0 \T ,o N c0 3 2 � 7iO3 A \ O O PAGE 3 OF 3,P AGES G D' 3 7 QD i o - o A mO O O i �i F8E \ \, \ O-�\ � T v On Of �\ \ N 1 73 2 R \ O - \ onc PCA Z-, � cn Z 61 o .A 00 _01 cOro 1 o 919.45* 3 1 0 9 O w \ 4 F � 9 5 m 3 2 , 7 0 0 SELVA 00 r PIDITSERVE 0 O \ 2 T W `ifi4. Ft _ 1 fl \ rn 0 3 i rn S7 o BEING A PORTION OF SECTION 9a TOWNSHIP -3 -SOUTH O CA rn _ \ O r i oA 3 N 1N N � E \\ OTO RANG E 28 EASTa ATLANTIC C BEA CH FLORIDA EpSEMZ 72� rn It \ a \ 0 � 1 T 1 D o V A N ♦ 1� cr ,1 1 S � r � c� C 0 N W ET 0 rn 4 �L D N E S '( _ G f , 5 0 w 1 4 _ 1 � A 1 _ P 1: r l 9 .. 7 5• G 1 6 _ N � 1 (.n 9 'd 0 a, T ti � 0 NSE .r m O EASMENT Z o 1 1' � S o s 6 3 1' D O � 7 ao N O i 0 ,o I (,�4 rn �r r .i 1 I rn � I I =a , , e I _. B2 , 11 5 W -� 1 _ KEY -MAP 0 1 o _ I I Go 0o cn 7 8 0 3 1 rn _ t I � S s , ,1 o r � > T TO •P 0 SCALE 2: r 8 ) 0 3 5 1 i 1 0 0 10 t .� d 6 rn �. , 2 I N C. 1 D.A.L. 8 _ (, 1 4 J 9 r v' 1 �- O.L � 31 I 0 A A 1 U N �D �- D E 48 1 D _ 1 4 K ► g 1 N -' _ L 2 VA 3 A �� 6 W L 2 4 0 � E 2 D 1 o S 0 i 4 N At 4D 2 D t 3 A 2 I 9 2 u - 1 C) _ 2 , G E J 3 A � 1 I P � -o m 4 ., .A a , � 2 4 D N K i 0 0 r N 1 B '.� o - 0 r T 1 p s LA 9 a P .P � 0 �r ` i 1 I 8 o `: 1 I 4 0 6 1 A 0 1 � 1 L 1 _: r 0 0 S , o Z w 3 cs o s e , 0 sn \ T 6 D�� 0 W L 5 3b O h o 7. 7, �; a 8 a 3 \ I 0 3 0 s r 7 °� T s 1 O `Z O W \ S 3 Z 5 2 .. o 4 3 I 5 `, _ 3 0 _ S 8 .. ro N Y s \ _ W C , ! O , 0 5 S cn 4 T W Z s \ o ✓f 2 4 , � y � 3 A _ , l 7 A o 9 � 1 C S t _. 6 •� 2 6 I r S M ur N „ 3 £ F ..-- w , 5 4 M C' �,.J o 7 1 N o A n o W 9 2 N .. 1 \ 1 T _.- S R 1 .1 v -o I .-•1 3 .-- \ Z 1 _S 7 .,-^ c� S s G'+ 1 4 z , 1 0 0 w \ � 5 N n v n 6 N 0 v � 0 2 3 1 m 4 � N r \ r � I 2 ,� 8 -n O g o _ .p 6 cno 1. rn 4 v, 6 _ W , • i 0 1 \ t~ A Z N_ Y I'V r� C7 D SE v E SHEET 2 4 G I 0 `. r r .; -P SELV Z C7 A L NKS►DE UNIT.. Na 1 x �,.• � vN av T �wO+ \N \ Z �Z c'Wa - I_ _- SEE SHEET s(3), LAT BOOK 44 PAGE 23 AND 23A r Lo 3 NOT APART OF THIS PLAT D taiFT r ,. h oy0: 9 CD f �--\ � •� I I 2O \ TRACT "A" 519 co wLEGEND ABBREVIATIONS El N „ „ E \' , 0 1 ----------DENOTES SET 4X4 CONCRETE_ �'1-• / I MONUMENT, STAMPED 4 N TA D LB 6979 `L ,; � 3 2 0 9 1 O O v 8 5a, h O . .A. 7 ---W____-_DENOTES FOUND\ N , ,..__ CONCRETE MONUMENT LB 120 E \ „ � 0 1 0 0 9 ; 2 4 Z 3 y 6 ES FO 1 .._. FOUND 2 REBAR LS 5488 N 2 I / N t, Z\ w 6 _.- - - 3 Y i 0, 1 0 6 I 0 -----------------_�-----------DENOTES N1/2-� t FOU D RON NO ID. _ $ cn 1 o N _. �.- 87 ��------------- --- ----- ------_DEN 8 5. _1 m - ____ _ OTES FOUND 1 2 REBAR o O B R NO ID. 1. O -s N .A. C22 I „ M W __ ____�-_---- ENO ES FOUND 1 2 IRON PIP `� ®E LB 3857 cn J V O „ W C y co V �I •r ------------ '------- --------------DENOTESv _ _ - - . FOUND 1 2 REBAR c ro LB 120. ai.! z Ow / r r 0 0 l " tL7 rn O O i '� r � w m _ - _ _ -------DENOTES SET 1/2" IRON PIPE LB 6979 ry c4 M .. I -A G� / OT � _ _ "ao Ht w \ LB N . DEvP YE rn �v \ of N -- - �_ es. _. - - ---------LICENSED BUSINESS •�' o E SHE C Ws ET 2�0 SEE h s. .. P.C. SHEET 2 OF 3 �. I �.."! ----��__�-���_���_- _-_--POINT OF CU TUE >J RVA R m MATCH LINE P.T. \ 2 _ ------_-____ --------__-_ ------------POINT. OF T ! O ANGENTMATCH LINE _ P.R.C. 9 v N REVERSE CURVE , _ rn , 9 < 9 _ ,o 1 o a 9 W 2 v T o . .. O 00 J I L 42 1 �. 8 3 .� N 1955646.23 4 -- "t -----_------- ��ENOTES STAT PLAT P 9 ._ E N COODINATE PAIR � � D.A.1-•_.._. - E558 2 � i» 7 77 7 -r: �. T v O ------_----__--------------------------------- OFFICIAL RECORDS ! I BOOK O rn I ORB \ ---�-- ; N O. ----------------------------------------�__ ENO Z ., 9 ----DENOTES DEED 53. _ , l ,. , so 0 1 _ � D O_ 10 w O W N G 1 O, s N 0 TI 0 .L G r A A V , D. R �E 0 ES MEASURED � •9 ar N � 0 -o C en M �r d . 0 o N $� s SE M E � EASEMENT N 'L S E .. D.A.L.P 0 0 DEVELOP N 0 DEVELOPMENT AREA LINE � w cv o � PR _ N LINE G L D _ ® 1 3' r N �- T LA 3 ..•-• d � &,o ET T W. W o AMA cn CP . cP O a w 1 sx _ tP_ ,,Z N .n m O. t' 7 Z P.C. . o < 1 z •C9 265.94 . 40 2 OD 8. -.._ CP L. o D,A _ - „ cT PO , w •._- 50 W til 25 0 50 _. 100; � 150 0 E 4 2 r -]t- C ti 83 J _ _. 1 s , w� w _. 6 .L. S J 1 5 5 S �q w 6 O 8 D. E _ 8 R i 0 � .A M D ALE. IN _N 9 N O C FEET G, N N < 1 „ _ 50, 2 G 1 � r• � _-a� T 2 LOT z-�o i,� O � � w e3 to o cP S16 o\ � z � o w � � t3` _ O cp. 2 � T 9 ® 6+ m L a _ � L -y 0 0 w _ � r rn D o t' cn v D f D 1 E4 w � O s � r � r'. 1 _ cP � 1 o 0 W Z V J v � 1 a • O . 1 o r `•� 3. 1 2 9. -� 7 � 4 � 7. 2 7 D A _ 0 � ._ W 1E 0 0 I83'42'00" 'a 0 2 4 5 3 a � .a � 5 8 19' N 1 C " _ 6 _ _- � i 25.00 ...._ .- 5.2 _ 1 IS 15 it 6`_ ? V 83.6: O � 1. to _._. \ , cA •� , A d D . rn O N o o arr o O ao' < a0 D Q &� 'NT N 4 O 8 rn N T t -n \ � � c9_ z 7 M_ -o s � 9 oEvewr►riE � � � rn • i su. �, r < so+ G d B •o 1 N ! d (n P.T. O Z �. 0 o m 9 i O 9 r o 0 < 73 C - o. 77. 1 �n , rn r ti .._ � .� 5 0 4 2 O „ D 7 9 0 7 G E 1 J� o N v' _.. OD r a3 7 C� 4 1 1 � n - ti 3 I N 8 � �c 0 0 0 �a P.R.C. a s s o z n I 0 c^ $ 7.38 E 0 o _ v- T t 8 1 s LO 9 3 e' 4 a 5 3T � o is- '. '. S 1- O G 1 .2 IN E IT o: ® 2 3 c� I SELVA L KSID UN N 1 M �O nia O cnz• yr,rnn �-- .,- i I mNJ z oW \\ 1 O RVAT0NIrnPLAT BOOK 44 PAGE 23 AND 23A C0NSE n EASEMENT 00 o O sS3 42 I Z 25.0 ta -n � r0V 0o � 1 1II ' wPCn rn0oD J�I DrnzaO oa�_ _ W 0 _ o , „ E -� - �RE t DS � �`,••, _ _ L_I NE _ ..._ _.- _ '. _ _ _ _ -- mZ O o s 061 to P.C. 800 0FBEARING.P WcP Oo 401 -0 BAsIS 1 r �0�T I { OFFICIAL REC0RD PAGE 28 N0RTHERLY RIGHT OF STATE PLANE COORDINATETABLE SEE NOTE 2sooc S28 P1 ToF DO NOT SUBD C . NjVCE1ENT POINT NUMBER LINE TABLE CURVE TABLE LINE BEARING LENGTH CURVE DELTA RADIUS ARC CHORD 20.06 CH BEARING: C1 156'24'48' 35.00' 95.55 ' 68.52 N > H 23'4411 W C2 6 3' 15 58 15.00" 16.56' 1 .7 5 3 S' ' „ 22'50 30 W C3 101'59 32 35.00' 62.30 54.40' 4 S 81 23' 18'14" E C4 53'29 57 35.00'`. 32.68' 31.51' S 4733 02" E' C5 48'29 35 35.00 6 2 .62 7 28.5 S 03'26 44 E C6 18'26'40" 240.00' 77.26' 76.93' S 33'31'50" E C7 11 35 48 240.00 48.58' 48.49' S • 3656'46" E C 8 06'50 52 240.00 28.68' '28. 67 S274326 '"C 26 E C9 „ 13'41 30 76A0' 18.16' , 18.12 S „ 31'08 45 E ' C10 11'45'24" 160.00' 32.83' 32.77' S 32'07'42" E C11 90'00'54" 25.00' 39.28' 35.36' N 51' 18'00" W C12 32'00'00" 120:00' 67.02' 66.15' , N 22'18'00" W _ C13 '0" 14 00.00 116.85' 28.55 2$.4$ N ' „ 31 18 00 W C14 27*09'44" 1 120.00' 56.89' 5 36 6 ' S ' „ 19 52' 50 E' C15 04'50'16" 120.00' 10.13' 10.13' S 35'52'50" E C16 1 „ 11'56 24 200.00 f 41.6 $ 41.60' N 30'16'09' W C17 11'07'41" 200.00' 38.84' 38.78' N 41'48'12" W' C18 23'04'05" 200.00' 80,52' 79.98' N 39'50'38" W C19 101'08'1 " 4235.83' 84.02' 84.02' S 10'47'24" E C20 01'13'08" 4235.83' 90.11' 90.11' S 09'36'45" E C21 01'00 55„ 4235.83' 75.06' 75.06' S 08'29'43" E 2 C 2 01'00 53 4235.83': + 75.02 75A2 S , „ OT28 49 E C23 01732'18" 4235.83' 39.80' 39.80' S 06'42'14" E C24 00'35'15" 4235.83' 43.44' 43.44' S 11'39'08" E C25 0 2'49'5x" 1 .00' 60 7.91' .7.91' „ S 24'50'0 1 E C26 „ 01'55 17 4185.79' ' 140.37' , 140.36 S 10'59'07" E C27 01'57 ' 47 4235.83 145.12' 14 S .12' S ' 10' 57 52" E o < 1 z •C9 265.94 . 40 2 OD 8. -.._ CP L. o D,A _ - „ cT PO , w •._- 50 W til 25 0 50 _. 100; � 150 0 E 4 2 r -]t- C ti 83 J _ _. 1 s , w� w _. 6 .L. S J 1 5 5 S �q w 6 O 8 D. E _ 8 R i 0 � .A M D ALE. IN _N 9 N O C FEET G, N N < 1 „ _ 50, 2 G 1 � r• � _-a� T 2 LOT z-�o i,� O � � w e3 to o cP S16 o\ � z � o w � � t3` _ O cp. 2 � T 9 ® 6+ m L a _ � L -y 0 0 w _ � r rn D o t' cn v D f D 1 E4 w � O s � r � r'. 1 _ cP � 1 o 0 W Z V J v � 1 a • O . 1 o r `•� 3. 1 2 9. -� 7 � 4 � 7. 2 7 D A _ 0 � ._ W 1E 0 0 I83'42'00" 'a 0 2 4 5 3 a � .a � 5 8 19' N 1 C " _ 6 _ _- � i 25.00 ...._ .- 5.2 _ 1 IS 15 it 6`_ ? V 83.6: O � 1. to _._. \ , cA •� , A d D . rn O N o o arr o O ao' < a0 D Q &� 'NT N 4 O 8 rn N T t -n \ � � c9_ z 7 M_ -o s � 9 oEvewr►riE � � � rn • i su. �, r < so+ G d B •o 1 N ! d (n P.T. O Z �. 0 o m 9 i O 9 r o 0 < 73 C - o. 77. 1 �n , rn r ti .._ � .� 5 0 4 2 O „ D 7 9 0 7 G E 1 J� o N v' _.. OD r a3 7 C� 4 1 1 � n - ti 3 I N 8 � �c 0 0 0 �a P.R.C. a s s o z n I 0 c^ $ 7.38 E 0 o _ v- T t 8 1 s LO 9 3 e' 4 a 5 3T � o is- '. '. S 1- O G 1 .2 IN E IT o: ® 2 3 c� I SELVA L KSID UN N 1 M �O nia O cnz• yr,rnn �-- .,- i I mNJ z oW \\ 1 O RVAT0NIrnPLAT BOOK 44 PAGE 23 AND 23A C0NSE n EASEMENT 00 o O sS3 42 I Z 25.0 ta -n � r0V 0o � 1 1II ' wPCn rn0oD J�I DrnzaO oa�_ _ W 0 _ o , „ E -� - �RE t DS � �`,••, _ _ L_I NE _ ..._ _.- _ '. _ _ _ _ -- mZ O o s 061 to P.C. 800 0FBEARING.P WcP Oo 401 -0 BAsIS 1 r �0�T I { OFFICIAL REC0RD PAGE 28 N0RTHERLY RIGHT OF STATE PLANE COORDINATETABLE SEE NOTE 2sooc S28 P1 ToF DO NOT SUBD C . NjVCE1ENT POINT NUMBER LINE TABLE EASTING LINE BEARING LENGTH Li S83'41'21 "W 27.15 L2 N29'15'48"W 20.06 " N 15' 14'58W 4 30 1 4 N54'22'55"W 23.56 L5 N24'00'02"W 23.94 L 6 N17'25'08"W 35.95 L7 N32'21'08"W 28.37 L8 N1537'39"W 52.50 N56`1O'25"W ` 14.36 N56'1O'25"W 8.33 L11 N0257 29"W 74.90 L12 N58'25'02"E 19.96 L13 - N14'37'09"E 28.90 L14 N12'08'52"W 73.99 15 N31'37'14"W 51.45 L16 S78'03'1 O"W 10.62 L17 S78'03'10"W 47.74 L18 N69'59'19"W 28.34 19 N69'32'53"W 42.12 0 N30'01'10"W 60.41 N12'02'34 "W 159.96 2 N00'54'25"E 18.13 L23 N1.1'56'50"W 62.36 4 N48'44'53"E 30.65 L25 N11'56'50"W 65.00 L26 N78'03'10"E 25.00 L27 N11`56'31"W 1.41 L28 N83'41'17"E 8.61 L29 S3743'1 1"E 16.89 L30 S13'59'30"E 20.62 L31 I S09 -01 -45 -El 18.89 o < 1 z •C9 265.94 . 40 2 OD 8. -.._ CP L. o D,A _ - „ cT PO , w •._- 50 W til 25 0 50 _. 100; � 150 0 E 4 2 r -]t- C ti 83 J _ _. 1 s , w� w _. 6 .L. S J 1 5 5 S �q w 6 O 8 D. E _ 8 R i 0 � .A M D ALE. IN _N 9 N O C FEET G, N N < 1 „ _ 50, 2 G 1 � r• � _-a� T 2 LOT z-�o i,� O � � w e3 to o cP S16 o\ � z � o w � � t3` _ O cp. 2 � T 9 ® 6+ m L a _ � L -y 0 0 w _ � r rn D o t' cn v D f D 1 E4 w � O s � r � r'. 1 _ cP � 1 o 0 W Z V J v � 1 a • O . 1 o r `•� 3. 1 2 9. -� 7 � 4 � 7. 2 7 D A _ 0 � ._ W 1E 0 0 I83'42'00" 'a 0 2 4 5 3 a � .a � 5 8 19' N 1 C " _ 6 _ _- � i 25.00 ...._ .- 5.2 _ 1 IS 15 it 6`_ ? V 83.6: O � 1. to _._. \ , cA •� , A d D . rn O N o o arr o O ao' < a0 D Q &� 'NT N 4 O 8 rn N T t -n \ � � c9_ z 7 M_ -o s � 9 oEvewr►riE � � � rn • i su. �, r < so+ G d B •o 1 N ! d (n P.T. O Z �. 0 o m 9 i O 9 r o 0 < 73 C - o. 77. 1 �n , rn r ti .._ � .� 5 0 4 2 O „ D 7 9 0 7 G E 1 J� o N v' _.. OD r a3 7 C� 4 1 1 � n - ti 3 I N 8 � �c 0 0 0 �a P.R.C. a s s o z n I 0 c^ $ 7.38 E 0 o _ v- T t 8 1 s LO 9 3 e' 4 a 5 3T � o is- '. '. S 1- O G 1 .2 IN E IT o: ® 2 3 c� I SELVA L KSID UN N 1 M �O nia O cnz• yr,rnn �-- .,- i I mNJ z oW \\ 1 O RVAT0NIrnPLAT BOOK 44 PAGE 23 AND 23A C0NSE n EASEMENT 00 o O sS3 42 I Z 25.0 ta -n � r0V 0o � 1 1II ' wPCn rn0oD J�I DrnzaO oa�_ _ W 0 _ o , „ E -� - �RE t DS � �`,••, _ _ L_I NE _ ..._ _.- _ '. _ _ _ _ -- mZ O o s 061 to P.C. 800 0FBEARING.P WcP Oo 401 -0 BAsIS 1 r �0�T I { OFFICIAL REC0RD PAGE 28 N0RTHERLY RIGHT OF STATE PLANE COORDINATETABLE SEE NOTE 2sooc S28 P1 ToF DO NOT SUBD C . NjVCE1ENT POINT NUMBER NORTHING EASTING DESCRIPTION 1 2182211.8506 528842.2857 POINT OF BEGINNING 2 2183113.1831 528277.8118NORTHWEST CORNER OF LOT 11 .T / _ ' b F 1HF 0• _. W C ON 9 0 0 RSE 4 :NTE 50 / 3 8 E 1 THE F t R UNE 0 - 6 GY a4 r 850 TEYz E 22 11. WES 1N w 2 1 8 W/7N N ROAD 5.00 #t 7 36:5 17 •285 s9R7HEE 11TH STREET � „ 528842 �y R/w OF C - , E ER W RlH z: 83 42 0 0 No P.C. S PNTO F l O G IN N N 1 .NOTES. G E B ER N OR N�E57L Y C SOUTHER Ss L BEARINGS SHOWN HEREIN v E ARE BASED ON THE NORTHERLY R H RLY 'RIGHT OF AY LIN coR ) W E OF 11TH E !AL R f� ... ET 0 83 5?� 8, PA GE 1 TX s1 STREET AS BEINGS 83 4 vEv E 2 00 W .AND. REFERS 1 A) RS TO THE PLAT LAT OF SELVA LINKSIDE 1 P SDE _ Y Booz -OF WA , D TFl R HT UNIT 1-` ,MAP `BOOK 44 PA W/ GE 23 AND 23A. cE ARw B N GE0M U CS CO t I. FLOODWAY SURVEYING -G_ MAPPING-GPS2. THE HORIZONTAL COORDINATES SHOWN HEREON E BASED ASED ON THE FLORIDA STATE PLANE 28 N. , COORDINATE SYSTEM EAST ZONE F T 04 S'PRB6r UDRT 101 REFERENCED 0 THE NORTH AMERICAN A R CAN D TU A M OF 1983 . su^�r�ts i:li. ?21f .i FH01� .� exp-soee ADJUSTMENT Fd2 04�4-5759 DJ OF 2007 NA 83 2 D 007 AND EXPRESSED IN U.S. SURVEY FEET. . ET PRE'LIMINARY 01 05-10" LIC6NSBD B03B�IB33 3.),THE ZONING ON THE PLAT man canoe 1» H IS RS -1 RESIDENTIAL SINGLE F - N FAMILY) sours oti� �9e7 Maaxre Ir94 cute coe PM RE'U"El" PELD �.: JAN 5 ...2018 Building CitY 0f Atlantic f. i C Beach,