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Hidden River Plat 1-A
LEGAL DESCRIPTION: STATE OF FLORIDA ) SS: COUNTY OF PASCO ) HID. A PORTION OF SECTIONS 24 AND 25 TOWN 39 4A, 13A9 149 159 AND 19A, CRYSTAL. SPRI OF TRACTS 108, 117 AND 12492 CITY OF ZEPHYRHILLS, t PASCO COUNTY, DESCRIBED AS FOLLOWS: b. a -4(.0 . 10 f d-C THE UNDERSIGNED, OWNER OF THE LANDS SHOWN ON THIS PLAT TO BE KNOWN AS "HIDDEN RIVER PHASE 04A SUBDIVISION BEING A PORTION OF SECTIONS 24 AND 25, TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2, 3, 4A, 13A, 14, 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1, PAGE 55, BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 24 SAID POINT ALSO BEING THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, FOR A POINT OF BEGINNING, THENCE $00'14'44"W, ALONG THE EAST BOUNDARY OF SECTION 25, 615.00 FEET, MORE OR LESS, TO A POINT IN THE CENTERLINE OF THE HILLSBOROUGH RIVER; THENCE N 50'04'07"W, ALONG SAID CENTERLINE, 129.94 FEET; THENCE NOQ'14'44"E ON A LINE 100.00 FEET WEST OF AND PARALLEL WITH T EAST BOUNDARY OF SAID SECTION N THE NORTHERLY EXTENSION THEREOF A DISTANCE F 4 F 9 4 NC OF ALL L HE U D EC ION 25 AND H NQ H E E S NCE O 68 .00 SET, THENCE S4 53 4 W A DISTANCE _ 24450.45 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE G.S.X. RAILROAD RIGHT OF WAY; THENCE N25.23'03"W ALONG SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 35.11 FEET; THENCE NOO"20O8 E, A DISTANCE OF 84.34 FEET; THENCE N89 39 50 W, A DISTANCE OF 40.62 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY; THENCE N25 23 03 W, ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 476 F APOINT OF I THE WEST BOUNDARYNORTHEAST1 4 ' 1 2 5 FEET TO O INTERSECTION WITH E E BOU DAR THE/ OF SAID SECTION 25, THENCE NOL) 21 55 E, ALONG SAID WEST BOUNDARY A DISTANCE OF 38.35 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 24, THENCE N89 55 18 W, A DISTANCE OF 18.45 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY; THENCE N25.23'03"W, ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 731.64 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 108, ZEPHYRHILLS COLONY COMPANY, AS PER MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE S89'53'28"E, ALONG THE SOUTH BOUNDARY THEREOF A DISTANCE OF 112.84 FEET; THENCE NOO'23'09"E, ALONG A LINE 208.70 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY OF SAID TRACT 108 A DISTANCE OF 208.70 FEET; THENCE S89'53'28"E, ALONG A LINE 208.70 FEET NORTH OF AND PARALLEL WITH THE SOUTH BOUNDARY OF SAID TRACT 105 A DISTANCE OF 223.70 FEET TO A POINT OF INTERSECTION WITH THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 26 SOUTH, RANGE 21 EAST; THENCE N00.23'09"E, ALONG SAID WEST BOUNDARY A DISTANCE OF 451.70 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE NOO"22'55"E, ALONG THE WEST BOUNDARY OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24, A DISTANCE OF 388,02 FEET; THENCE S89'40'43"E, 33.09 FEET; THENCE NOO`22'49"E, 1333.35 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF CHANCEY ROAD AND A POINT ON CURVE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 76.53 FEET ON THE ARC OF A CURVE TO THE RIGHT, WITH A RADIUS OF 11399.17 FEET AND A CENTRAL ANGLE OF 0123105", SUBTENDED BY A CHORD OF 76.53 FEET, CHORD BEARING N78'53'58"E, TO A POINT OF INTERSECTION WITH THE WESTERLY BOUNDARY OF THE EMERALD POINTS RV RESORT PHASE TWO, PLAT BOOK 35, PAGES 127-129; THENCE SOO'22'49'"W, ON A NON TANGENT LINE AND ALONG SAID WEST BOUNDARY AND THE WEST BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE ONE, AS RECORDED IN PLAT BOOK 34, ON PAGES 87-90, 1348.51 FEET TO THE SOUTH BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE ONE; THENCE 989°40'43"E, ALONG SAID SOUTH BOUNDARY AND THE SOUTH BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE THREE, AS RECORDED IN PLAT BOOK 38, ON PAGES 7-11, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, 1210.32 FEET; THENCE N'OIY27'57"E A DISTANCE 75.49 FEET; THENCE S89"44' 14"E, ALONG THE NORTH BOUNDARY OF THE SOUTH 14/40th OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24, A DISTANCE OF 1318.37 FEET TO A POINT OF INTERSECTION WITH THE EAST BOUNDARY OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE SOO.144'48"W, 463.84 FEET TO: THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24/ THENCE SOO' 16' 15"W, 1325.34 FEET TO THE POINT OF BEGINNING. 47. CONTAINS 152.30 ACRES, MORE OR LESS. DEDICATION; e/&,/fg t 4ED AS OWNER, MORTGAGEE, OR OTHER PERSON, CORPORATION OR ENTITY HAVING A RECORD INTEREST IN THE LANDS SUBDIVIDED AND PLATTED INTO THE SI L DLVISION OF HIDDEN RIVER PHASE ON TES. TO THE PERPETUAL USE OF T14E PUBLIC AND THE CITY OF ZEPHYRHILLS, FLORIDA, ALL , WATER AND SEWER SY TO AND FACILITIES INCLUDING, BUT NOT LIMITED TO = WATER OR SEWER LINES OR PIPES, FIRE HYDRANTS, PUMPING STATIONS AND OTHER APPURTENANCES, :yYING WITHIN OR UPON WHE IANDS I EPIGTEI AND FURTHER DOES HEREBY RESERVE UNTO ITSELF, ITS HEIRS, SUCCESSORS, ASSIGNS OR LEGAL REPRESENTATIVES, THE RIGHT TO CONSTRUCT', OPERATE AND. MA1NTALN ALL WATER OR SEWER OR FACILITIES AND APPURTENANCES UNTIL SUCH TIME AS THE OPERATION AND MAINTENANCE OF SAID IMPROVEMENTS, FACILITIES AND APPURTENANCES IS ASSUMED BY THE CITY OF ZENYRHILLS, URTHER DOES HEREBY RESERVE UNTO ITSELF, ITS, HEIRS, SUCCESSORS, AND/Oft ASSIGNS, THE TITLE TO ANY IMPROVEMENTS DEDICATED TO THE PUBLIC OR THE CITY OF ZEPHYRHILLS. IF FOR ANY DEDICATION SHALL BE EITHER VOLU14TARILY VACATED, VOIDED, OR INVALIDATED, THE DEVELOPER AS OWNER OF THE LANDS DESCRIBED ABOVE, STATES THAT THE HIDDEN RIVER HOMEOWNERS VC. SHALL, CONSTRUCT, OPERATE „AND MAAINTAIN THE DRAINAGE FACILITIES AND IMPROVEMENTS, THE HIDDEN RIVER HOMEOWNERS ASSOCIATION, INC. SHALL HAVE THE R ]GHT AT ALL TIMES TO ENTER IMAGE E.ASFMENTS, THE WELANI) :CONSERVATION AREAS AND ALL OTHER EASEMENT AREAS DEPICTED HEREOF TO ACCOMPLISH SUCH PURPOSE, THE OWNER FURTHER DOES HEREBY GRANT, CONVEY, DEDICATE TO THE CITY OF ZEPHYRHILLS A NON-EXCLUSIVE FLOW THROUGH EASEMENT AND REASONABLE RIGHT OF ACCESS TO ENSURE THE FREE FLOW OF WATER FOB' GENERAL PUBLIC DRAINAGE R, THROUGH AND UNDER ALL PRIVATE LAINAGIr EASEMI=NTS OR COMMONLY OWNED PROPERTY SHOWN ON THIS PLAT, IN THE EVENT THE OWNER, HIDDEN RIVER HOMEOWNRS ASSOCIATIONII , iC. FAILS. TO PROPERLY MAINTAIN ANY PRIVATE DRAINAGE �M NTS/FACILITIES PREVENTING THE FREE FLOW OF WATER, THE CITY OF ZEPHYRHILLS SHALL HAVE THE REASONABLE RIGHT BUT NOT THE OBLIGATION TO ACCESS AND ENTER UPON ANY PRIVATE DRAINAGE EASEMENT FOR THE PURPOSE OF PERFORMING MAINTENANCE TO ENSURE THE FREE FLOW OF WATER. THE UNDERSIGNED HEREBY GI ANTS TO AL„L.. PROVIDERS OF STREET LIGHTS, TELEPHONE UTILITIES, ELECTRIC 07ILMES, CABLE TELEVISION UTILITIES AND OTHER PUBLIC UTILITIES AS SELECTED BY THE OWNER, A NONEXCLUSIVE EASEMENT FOR UTILITY PURPOSES AND ACCESS OVER THE AREAS MARKED ON THIS PLAT AS "UTILITY EASEMENT'. TRACTS "A", "B" "131" "C", "Cl", WETLAND CONSERVATION AREA/DRAINAGE/WETLAND BUFFER EASEMENTS; TRACTS "D", "E", "F", DRAINAGE EASEMENTS; TRACT "G" AND TRACT "N" COMMON ALAS AND TRACTS H , "I". J , OK", L , BUFFER EASEMENTS, TRACE M LANDSCAPE EASEMENT, TRACT 0 , CONSERVATION EASEMENT, AS SHOWN AND DEPICTED HEREON, ARE HEREBY GRANTED, CONVEYED AN DEDICATED TO AND MAINTAINED BY THE HIDDEN RIVER HOMEOWNERS ASSOCIATION, INC. TRACTS P AND FT STATION TRACTS AS SHOWN AND DEPICTED HEREON ARE HEREBY GRANTED CONVEYED AND DEDICATED TO AND MAINTAINED BY THE CITY OF ZEPHYRHI LS PASCO COUNTY R TS Q , L.I , , N D E L. SG , FLORIDA. �VDSD�GA>b! TJNo M�s�?AZD '�'f1w �?� jszR Am Lyr W*1 Atm Ef6ms "AsswDwN Ala M�"81 CAAItO Got� EYEO ftsta*1rutj OWNER: O��g FL Lftw M so L1.c-, A Dg_ft% ! * 2 /!? f�05-6 LIMITED LIABILITY COMPANY WITNESS P t � BY; RYAN, MANAG MBE WITNESS Print n �•- C. ® 4 OWNER ACKNOWLEDGMENT: SEAL STATE OF FLORIDA ) SS: COUNTY OF HILLSBOROUGH) I HEREIN' CERTIFY ON THIS DAY OF =4MX_. A.D., 2007, BEFORE ME, PERSONALLY APPEARED JOHN M. RYAN AS MANAGING MEMBER OF THE RYAN GROUP, LLC, AS MANAGING MEMBER OF HIDDEN RIVER OF PASCO COUNTY, LLC, TO ME KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED . THE FOREGOING CERTIFICATE AND DEDICATION AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HIS FREE ACT AND DEED FOR THE USES AND PURPOSES THEREIN EXPRESSED, HE IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. WITNESS MY HAND AND OFFICIAL SEAL AT HILLSBOROUGH COUNTY, FLORIDA, THE DAY AND YEAR AFORESAID. NOTARY P BLIC STATE OF FLORIDA MY COMMISSION EXPIRES: MORTGAGEE JOINDER AND CONSENT TO DEDICATE STATE OF FLORIDA SS: COUNTY OF 1- boo } WACHOVIA. BANK, VATfO✓AIASSOC/A1O1, AS MORTGAGEE UNDER A CERTAIN MORTGAGE GE PUBLIC RECORDS OF PASCO COUNTY, hoklDA, HEREBY CONSENTS TO AND JOINS IN WACHOVIA BANK, NATION. ASSOCIA'RQN BY: 1 .n-,�, - NAME: t--_t` = c.t S. VICE PRESIDENT ACKNOWLEDGMENT: STATE OF FLORIDA ) S COUNTY OF 14 l/s COY®LEA _-_ ----- i „ KATHLEEN NICHOLSMaN Notary Public - State of Florida r _My Commission Expires May 19, 2009 "' Comnlssion ff C 430982 Bonded By National notary Assn. DATED u NUARY 1 Z Z= RECORDED IN OFFICIAL RECORD BOOK ,ZJ11 PAGE ." OF THE THE RECORDING OF THIS INSTRUME..NT AND THE DEDICATIONS SHOWN HEREON. WFRFR( r..FRTIFY ON TWIS 4, & DAY OF JQ"C A_t]_. 2007. RFFORF MF PERSONALLY APPFARFD Da) -Pr L /ar .4v-i1.S AS VICE PRESIDENT OF WACHOVIA BANK, NATIONAL ASSOCIATION, TO ME KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE AND DEDICATION AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HIS/HER FREE ACT AND DEED FOR THE USES AND PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AND OFFICIAL SEAL AT HILLSBOROUGH COUNTY, FLORIDA, THE DAY AND YEAR AFORESAID. NOTAR UBUC 'TATE OF FLORIDA MY COMMISSION EXPIRES: M`C*"'" '0nY-P Expires Augw 03,20M TITLE CERTIFICATE SS: STATE OF FLORtDA ) COUNTY OF PASCO ) 1,GARY 7T R , OF BAXTER, STROHAUER, MANNION & .SILBERMANN, P.A. DOES HEREBY T T CERT`f�"Y THA HE RECTITLE TO THE LANDS AS DESCRIBED AND SHOWN ON THIS PLAT IS THE NAME OF THE PERSON PERSONS, COMPANY OR ENTITY EXECUTING !lDEDICATION N , EXECUT N THE ASSHOWN ON THE PLAT. IN THE EVENT THE PLAT DOES NOT CONTAIN A DEDICATION, l HEREBY CERTIFY THAT THE DEVELOPER OF THE PLATTED SUB .IYI. ON HAS RECORD TlT E TO Y C} Sf �` Rl� 1, HE LAND. ADDITIONALLY, l CERTIFY THAT. THERE ARE NO LIENS AND/'OR RA O /D POP EN�Ur�IB IVIES OF RECORD AGAINST Ap SAID PROPERTY EXCEPT AS SHOWN ON SAID PLAT, • AND THAT THE TAXES FOR THE YEAR 2006 HAVE BEEN PAID. THIS THE * DAY OF Z A! 2007. GARY N. BY: PLAT BY REGISTERED SURVEYOR CO PLIANCE WITH FLORIDA STATUTES CHAPTER 177, PART I. '" DAY OF �,*1ne 2007 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER # 4970 CERTIFICATE OF APPROVAL BY CITY COUNCIL THIS IS TO CERTIFY THAT ON THIS PLAT WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF ZEPHYRHILLS, FLORIDA. PRINT: PRESIDENT OF COUNCIL ATTESM PRINT: CITY MANAGER CERTIFICATE OF APPROVAL BY CITY OF ZEPHAHILLS PLANNING COMMISSION THIS IS TO CERTIFY THAT ON THE CITY OF ZEPHYRHILLS PLANNING COMMISSION REVIEWED THIS PLAT AND RECY3MI�IENDS THAT THE ZEPHYRHILLS CITY COUNCIL APPROVE THE PROPOSED SUBDIVISION Of LANDS AS INDICATED HEREON. F INT: PLANNING COMMISSION CHAIRMAN CLERK OF THE CIRCUIT COURT I HEREBY CERTIFY THAT THE FOREGOING PLAT HAS BEEN FILED IN THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, THIS DAY OF 2007 IN PLAT BOOK , PAGES THROUGH _ NOTICE p 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 DIWAL FIRM OF THE, PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, THAT THE SUIV:Y WAS MADE UND ER MY DIRECTION AND SUPERVISION, THAT T141S PLAT AND THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 PART 1 OF TIME FLORIDA STATUTES AND THAT P.R.M.'S (PERMANENT REFERENCE MONUMENTS) AS SHOWN HEREON HAVE BEEN SET AND THAT P.C.P.'S (PERMANENT CONTROL POINTS) AND ALL OTHER CORNERS WILL BE SET WITHIN THE TIME ALLOTTED PER FLORIDA STATUTE (177.091 (8) (9)) DATE A, Gene Copeland PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 2591 CERTIFICATE OF AUTHORIZATION LB 6900 ;.x COPELAND AND SONS, INC. 3300 I.l4M O'IAKES L�VD, L.4w tO Ft14. 34639 a4-45o5 813-949-7165 LB No. 169W SHEET 1 OF 21 SHEETS GRAPHIC SCALE ffE4R11vGs 5"m ON rHr E4sr BOUNDARY OF rl'E SE 114 OF ME SE 114 OF SEMON 24-26-21 0 18E1 200 400 AS 66NG S00*10'151W (Almlimm) S89*40'43'�- TRACT Ir ar & SHEE T 4 I , I -% LANDSCAPE EASEMENT ( IN FEET ) I INCH = 200 morE.- ALL DIMENSIONS ARE M THE HUNDREDTH OF A FOOT: CURVE 7ABLE CURVE RADIUS DELTA LENGTH CHORD CHORD 86ARIN6 01 11399.17' 00*23'05" 76.53' 76.53' lV78*53'58T Note: When the location of a P.C.P. falls on the top of a Sanitary Manhole or other Utility Structure and can't be set: four (4) reference points are set establishing two line intersection at the P.G.P. location. SANITARY MANHHOLE (Typm) SET NAIL & DISK I P.C.P. LOQUION WITH LS No. 6900 ON DISK (TYPICAL REFERENCE PO P.C.P. REFERENCE DIAGRAM I—PASS mcr -,/- io- AND LANDSCAPE OQCRLY RIGHT _WAY LINE �1'rm NIGIA"11" 33.09 Z89*444J ad 326 TRACT 'E" DRAINAGE AND LANDSCAPE EASEMENT wsr BOUNDARY OF NW 114, SE114 SECTION .41 J35 24-26-21 AHAI C^QAJrD C%41 I/ b SE 114 SECTION Q -I& 9 24-26-21 J29 -------------------------------------------------- 29 30 98 31 99 rRACT 7" 10' BUFFER AND LANDSCAPE EAsEdZ—Rr-"" 32 100 WEST BOUNDARY OF 33 101 SW 114, SE 114 SECTION 11 24-26-21 All 34 Z Z) 102 TRACT T' DRAINAGE AND 35 103 LANDSCAPE EASEMENT S89 -.63 �?8 E ' �- 36 - - 104 �Q ?L , 22J. 70' 37 105 529 MI 39 40 0 106 m 4 -A- TRACT W - 1" 7 70 McT Nup WErZAMD CONSERVATION AREA/ WETLAND BUFFER LEAA1SVD24E�;N4PTE 2 '109 43 11 10 330 "N jj I JJ 7 332 000 100 00 332 6 TRACT 08" TRACT '7(" 10' BUFFER ----------AND LANDSCAPE E4SEMENT ----------------- Q SW CORNER SE E 114 SECTION 24 NW CORNER NE .z Z) 114 SECTION 25 WEST BOUNDARY OF NE 114, SECTION TRACT 10" LIFT QQ0. 25-26-21 STATION-2 Q C�, L TRACT 1,- " 10' BUFFER - AND LANDSCAPE EASEMEN SHEET k,,c ET J Q) Q5 ------------- C EMERALD P THE OINTE RV ONE PLAT PHASE RESORT PH BOOK 34, PAGE 87-89 SHEET J cz, MATCH LINE TRACT 'r DRAlIvAGL- & SHEET 4 LANDSCAPE EASEMENT 171-71 AND J26 SHEET 4 ♦n # 0 TANGENT TABLE LINE REARING DISTANCE T1 N001*2757"E 75.49' 7-2 N25*23'OJV 35.11' 0 N00'20'08`E 84.34' r4 N89*39'50'W 40.62' r5 N00*21'55T 38. J5' T6 I N8955'18 V 18.45' 334 m -*m mok"m mm am KEY MAP TRACT "G" rwr "H" io, Bump? COMMON AND LANDSCAPE EASEMENT 7RACr PP" LIFT . I i S89*44'14'Z STATION 1 — 325 1318.J7' 12 1O.J?' ! , `Tt4CT ';4" LRONAGI I 325 "—PSEMEN 326 OA m TRACT WFn AND TRACT -ADRAINAGE I - SUFFER -OWE----------- — E4SEVEA11`7 7R4Cr WETLAND BUFFER 324 TRACT WETLAND o Q X 327 2) TRACT 10" JN CONSERVATION EASEMENT mcr WETLAND BUFFER TRACT �4" WETLAND 327 BUFFER TRACT W I ft t COMMON AREA Lq1 324 328 324 324 10tgoo 00 -1 - — — — — — — — — — — — — — 00 0" 0"aw 124 r 101* 1 t % �GOi I a son -m -1 J2 16 TRACT `V" 324 324 COMMON AREAL% k CIE r TRACT "Cl" Q� WETLAND BUFFS a SECTION 24-26-21 24 19 ,*+ ----------------------------------------------------------- --------------------------- --------- ------ 2640.64 - - -------- SECTION 25-26-21 1 25 30 —.low as ar 0" M. "m ows as 4mm m" 767 00 *0 OW. "J "m mm — T WET1,00 Cl 324 Tp.ACT cs L ..324 A 01 on No am 0* -0 am saw "m now t � �P 324 OJ fit` A V t & ,C,, COPELAND)kND SONS, INC. 3300 L�ND 01MM BLVD. kr LAND 0134LAKES 7464FLA. 003 9 89 813-949-7185 LB No, 6M SHEET 2 OF 21 SHEETS LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol M indicates (P.R.M.) Set LB No.6900 Symbol 0 indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE. - ALL DIMENSIONS ARF rO THE HUNDREWH OF A MOT pry ROAD 1748, PA19E 1 5 C14ANG11.1. RIGHT WAY PER 08 -ourHERLY, 1.0, R,,qkr OF C2139 �, 5 — 4' FENCE AND LANDSCAPE EASEMENT 0 !� IDEA TCH LINE I 5 2 to 4, 08' 08,25.00, > I I � 081. 25. 00'1 C241 31.92' Q LIJ CZ 6-4 In N89*37'1 1 "W IVA TCH L /A. A CURVE TABLE CURVE NO. RADIUS DELTA LENGTH CHORD CHORD BEARING C239 11399.17' 00'23'05' 76.53' 76.53' N7Er53'58"E C241 11399.17' 00`09'49" 32.56 32,56' N7TOO'36"E C270 11399.17' 00'05'34" 18,46' 18.46' N79*45'12*E C271 11399.17' 1 O0'07'42*1 25.51 - 1 25.51' 1 N79'51'50-E I I IN 4' FENCE AND LANDSCAPE EASEMENT I 4' FENCE AND LANDSCAPE EASEMENT S89*410,413,"t 33.09, 1r.08' 25.00 or 08' 3 1. 92' T' 08 25. 00' 0 N Q) L IZZ O�U4J111 C) cl� L4 Qr L4 Ca L,4 Q� - — — — — — — — — — — — — — YA rCH LINE SHEET 4 GRAPHIC SCALE 0 25 so 100 IN FEET 1 INCH = 50 SEE SHEET' NO. 2 FOR BASIS OF BEARINGS I 29.04'JL 589'40'43"E 91 .09 Ok COPELAND AND SONS, INC. -3300 LAND OLAM BLVD. 0 i { 4P l (~? C� 813-949-7165 LB No. OW SHEET 3 OF 21 SHEETS 18.08f 25.00' SHEET J MA TCH LINE S89*4O'43"E .3,3.0.9' N o WEST BOUNDARY OF NW 114, SE114 SEC77ON 24-26-ZI 10,00 10' BUFFER/DRAINAGE AND LANDSCAPE EASEMENT 29.04' S89*40'43"E 91.0,9, O 1-4 VOL WQ (4 UN rk 335 I 28 (z) �'Lw 589:J6 P56 j 109.99 NW CORNER SW 714 SE 714 SEC77ON --\1 24-26-21 In ------------- lk 29 189 -J6 -S8 109.99' 30 10' BUFFER/DRAINAGE AND LANDSCAPE EASEMENT--'"l Flo =-- -, THE EMERALD POINTE RV RESORT PHASE ONE PLAT BOOK 34, PAGES 87-90 LQ 326 S89*40'43"E I DAWSON CHASE DRIVE(ravi"401' CZ� 195.08' 270. 00' tc) it 85,031 . . . .......... . . .. .. _T ?5. 0' 25. 0' it ..4 121 759.4 1 ' 70,5.56' GRAPHIC SCALE 0 25 so too IN FEET I INCH = 50 SEE SHEET NO. 2 f-OR BASIS OF BEARINGS -7/1 -- -- -- + CURVE TABLE CURVE RADIUS DEL TA LENGTH CHORD CHORD BEARING C1 200. 00' 45*01'39" 157.17' 153. 16' S22 ' 0810 1 -E C2 75. 00' 89*56'15" 11773' 106. 0 1' N45*21'10't CJ 75, 00' 44'5807" 58.86' 57.36' IV22'52'06"E C4 75.00' 44*58'07" 58.86' 57.36' N67'50'13't C44 100.00' 11'52'50" 20.73' 20.70' M84*2252t C45 50.00' 89*56'15" 78.48' 70.67' N45*21'10'E' C46 25.00' 90*03'45" 39.30' 35.37' S44*38'50"E C47 25.00' 89*56'15" 39.24' 35.34' N45*21'10't C48 25-00' 90*03'45" 39. JO' 35.37' S44*38'50'Z- 057 100.00' 22'23'26 " 37. JJ' J7.12' S I 1'04'45"W C58 210.00' 2 1'39'09" 79.36' 78.89' S 11 * 4224 V C222 25.00' 63*23'08" 27.66' 26.27' S12'57'16't C223 2500' 66'25'19" 28.98' 2739' S1 1'26'7 I't C224 25.00' 03*02'10" 1.32' 1,32' S2O'15'23"W C225 225. 00' 36 '54'53 " 144.96' 142.47' S26 ' 11'24 It 0226 175. 00' 45'0 1 'J9 " I37.53' I34.02' S22 '0810 1 "E C227 25. 00' 66*25'19" 28.98' 27.39' 577*5 1'JO 'E* 0228 100,00' 21'2326" 37.33' J7.12' 1V79*37'34`E C229 100.00' 09 *30'J6 " 16.60' 16.58' N73'4 11091E C274 1 175. 00' 1 10 *26'11 " 1 31.88' 1 31.83' 1 SO4*50'17T NOTE.' ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT 110.00' LrI Lf) 31 awl 99 E892658 "E LEGEND: cl: 109s9, Lot Corners 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 10' DUE 110. 00$ Q) (TYP) Symbol 0 indicates (P.R.M.) Set LB No.6900 10' DUE Symbol indicates (P.C.P.) LB No.690032 --<TYP) (P.R.M.) = Permanent Reference Monument ,.j co 4 100 ry (TYP.) = Typical a0_'_36'58 "E (P.C.P.) = Permanent Control Point I 0g. 99, (DUE) = Drainage and Utility Easement C)� S89-36158T (DE) = Drainage Easement 110.00' (R) = Radial 0)2 .4 1 10' DUE ZzIg 33 10' DUE (NR) = Non Radial 'Z> (TYP) (TYP) 10 1 (OA) = Overall Dimension (P.O.B.) = Point of Beginning MA TCH LINE UA TrA4 I Wr (SWFWMD) = Southwest Florida Water Management District I I 34 9'36 I 2 25. 0'5. 0' ?5. O'l 25. 0' COPELAND AND SONS, INC. 3300 LAW OLWM BLVD. LMD R'L3 34WO 5 813-"9-7165 LB No. MM SHEET 4 OF 21 SHEETS LEGEND: HIDDEN RIVER PHASE ONE A Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 69oo A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST. AND A REPLAT OF A PORTION OF TRACTS 1, 2 Symbol ■ indicates (P.R.M.) Set LB No.6900 3, 4A9 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT B-OOK 2, PAGE 24 AND A RE -PLAT OF A PORTION Symbol • indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEP'HYRHILLS COLONY COI�PAN'Y$ PLAT BOOK 1 PAGE 55 (P.R.M.) = Permanent Reference Monument CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement o 0 11U.U0' (DE) = Drainage Easement N' 0 33 f 0 10' DUE (R) = Radial CTYP) (NR) = Non Radial � I � 101 9� ni h V (OA) = Overall Dimension S89136 � „ SNEFT 4 d (P.O.B.) = Point of Beginning 109.99 S89,'3658 E " (SWFWMD) = Southwest Florida Water Management District 1 T0.00' °o I 250' 250' MATCH LINE � SEE SHEET NO. 2 FOR ALL DIMENSIONS ARE TO ME HUNDREDTH OF A FOOT. l � � � 34 o , „ 1 n� � BASIS OF BEARINGS a S8936 58 E , q 109.99 S89'36'5B"E j O WEST BOUNDARY OF 110. DO' f q p SW 1/4, SE 1/4 SECTION. 10' DUE 24-26-21 V CTYP) 0 z� 3 �� q 103 S89.3658"E 0 4 110. 00, 0' DUE 1 I S89'3658 "E (TYP) � ^ 110 00, Q O �u 10' DUE (TYP) 10' BUFFER/DRAINAGE AND �� I N � � O W 10 i;-A n p . ©�tfl 0 Rn co -s' 6a DO , �ro 25. 0' 25. 0' LANDSCAPE EASEMENT3.33' 7.00' 589'36'58"E 223 70 110.00' (Q� S89'36'58"f-il AND 60 D4 ` 25. 0' 25.0' �^v o' 37 / 39 38 ow� 10. OQQ25. 0' 2 50, 3940 o w / I c3_ 60.0 0- 106 / 0.00 0.0 o / 107 / ° / ` A\ �� o I� 00' N 109 CD- 9 C5 tn 110 T 1 1 330 \�" O R�6`t 36 `331''°�a 331 00 0. �� c �•36'S� E u, j 5/ 5;0'`11 do' ___TiS.� "Jo 7 ram© Ig. � U1 p ' cn `''6© ' '0'k cv w 332�� x ; TRACT „B N` , 1. I � ' rf7'LAND CONSE (/ATI0N \ o' \ w AREA f,3ti 6 . 01* to •.. j a 332 GRAPHIC SCALE 0 25 30 100 ( IN FEET ) 1 INCH = 50 ' CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD SEARING 07 105.00' 64' 13'55" 117.71 ' ill. 64' N32'30'00 "E 08 60.00' 90'00'00" 94.25' 84.85' N19'3657"E C9 200.00' 16'2742" 57 46' 57.26' S33'36547- CIO 200.00' 16'2742" 5746' 57.26' S33'36'54"E C11 200.00' 11'2838" 40.06' 40.00' NJI'0722"W C12 200.00' 04'59'04" 17.40' 17.39' N39'21'13"W C14 375.00' 64'13'55" 420.40' 398.73' N3230'00"E C59 80 00' 64' 13'55" 89.68' 85.06' S32'30'00'1V C60 130.00' 18'2 1'51 " 41. 67' 41. 49' S09'3358'w C61 130.00' 23'04'26" 52.35' 52.00' S30' 17'07"W C62 130.00' 22'4738" 51.72' 51.38' S53'IJ'09"W C63 85.00' 10'3751 " 15.77' 15. 75' S59' 181021W C64 85.00' 44'32'32" 66.08' 64.43' S2I'2832'W C65 85.00' 24'35'19" 36.48' 36.20' S13'05'23"E C66 35.00' 90'00'00" 54.98' 49.50' S19'36'57'w C67 225.00' 16'2742" 64.64' 64.42' S33'3654 It C68 175.00' 11'22'14" 34.73' 34.67' S36'09'37"E C69 175.00' 05'05'28" 15.55' 15.54' S27'5546'E C70 175.00' 09'027103" 27.59' 27.56' S29'54'04 "E C71 25. 00' 80'5757" 3533' 32.46' S74'54'04'E C72 25. 00' 90'00'00" 39.27' 3535' S19'3657"W C 100 240.00' 22'47 38 " 95.48' 94.85' 1V53' 13'09 "E C101 240.00' 23'04'26" 96.65' 96.00' N3O' 17'07"E C 102 240.00' 18'2 1'51 " 76.92' 76.59' N09'33587- C 108 510.00' 05' 18'16" 47.22' 47.20' N61 "57'49'E C109 500.00' 08'36'09" 75.07' 75.00' N55'00'37"E C11O 51000' 09'36'19" 85.50' 85.40' N45'54'23T C240 85 00' 10' 14'18" 15.19' 15.17' N48'51 '57"W C275 240.00' 40'09'08" 168.19' 164.77' N20'27'361C C276 350.00' 24'04'47" 117.09' 146.01 ' N52'3434 "E C277 400. 00' 23'30'44 " 164,15' 163.00' N52'51 '31 'E C278 350.00' 40'09108" 245,28' 240.29' N20'27'361E" C279 400.00' 40'43'l 1" 284.28' 278.33' N2O'44'38'E C284 240, 00' 124'0447" 100.86' 1100.12' N52'34341F TANGENT TABLE LINE BEARING DISTANCE T1 N64 3657'E 12.95' T2 NOO 23'09 "E 4.38' T94 S25'23'03 "E 15.47' F95 N772758 "E 41. 03' T96 S5923'19'.E 53.30' T97 S38'2423E 31.52' T98 S33'39'57"E 32.08' T99 S33'02'13'E 41.33' T100 SO1 J4'14 "E 38.15' ri o 1 S285259 V 43. 79' T102 S4925'0I "W 37.40' T103 S2523'03"E 13.75' T129 N25'19'03"E 26.77' T130 N04 34 20"E 31.96' T131 N61 44'05'E 34.00' T1.32 N22'49'14'W 45.07' T133 N25'07'27W 52.91 ' T 134 N3723'40'1N 27.03' T135 S85'35'15V 43.59' T136 S34'48'04V 44. 11' T137 S46`25'04 "W 43.98' Ti38 S16'1O'31V 40.73' T139 S21'01'16'W 39.82' 7'140 S33'2449 "W 43.54' COPELAND AND SONS, INC. 33O LAND O'LAM OEM LAND 0*LAKES F1A 34639 e13-94`'i-�59S 813-"9-7168 LB No. 69W SHEET 5 OF 21 SHEETS HIDDEN RIVER PHASES" ENE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAY OF A PORTION 0F TRACTS 1, 2 39 4A, 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT 840K 2, PAGE 34 AND A REPEAT Of A PORTION OF TRACTS 108, 117 AND 124, ZEPWYRHILLS COLONY COMPANY, PLAT BOOK 1 RAGE 55 CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA ^^ C� y' d t.AND BUFFER n G� �n•-0'51 109, 1 334 5� L� Q z-c DETAIL SW CORNER SE' 114 ,.� 1/4 SECTION 24-26-21 } t l> / ,x S30 10.00 k_T135 ----�061 60.1 6� a / 0 ISENZ nj;. 00000 �/ n \ 332 rRAOr B , -A7:k v \ � I WETLAND CONSERVA r/ON �& � �� ,. AREA �►j-- ... f \ © �L oN�k 3 0 00 \ © 11 7- s f \ \ \ 'IVA \ i 'Z-A `cam. \�'-y,-A�q,�a 75 \ Z Z 0 fun n \ `iz..\ SEE f DETAIL \ \ m C>S. © - - - S8936'08' E \ _ \ - T _ _ _ _ ''� S040 80l. 94RY Sr 114 SEG'TION 24-26-21 9z GV f 5.33' - - 0 tv ` NOM BOUN©ARY NE 1/4 S IFN x 23.02' \ a5 1t© \ 76O i "* 42.4 SEE- SHEET NO. 2 FOR BASIS OF BEARINGS f �� 332 f 00, 333 ;0000 rNW CORNER off 114 SECI7ON 25-26-21 � ...- � � ,� �, tom► `�► LPN �, 25'0 Q M br1-4 00000 � N /. LEGEND: Lot Corners = 5/8" capped iron read LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol 0 indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) Typical (P.C.P.) = Permanent Control Point (DUE) Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (GSA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District N�zs I csa -xa I \ Ti13 AREA GRAPHIC SCALE 0 25 50 100 ( IN FEET } I INCH = 50 ' I z CURIE TAKE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING CID 200 00' 16' 12' 39" 56. 59' 56. 40' N33'29 22'* C11 200.00' 11'28'38" 40.06' 40.00' N31'07'22'W C 12 200.00' 04'59104 " 17. 40' 17.39' N39'21 'l J "W C68 175.00' 11'22'14" 34.73' 34.67' S36"09'37t C69 175,00' 05'05'28" 15.55' 15.54' S27'5546E C72 25.00' 90*00'00" 3927' 355 35' S19'3657 V 0108 510,00' 05' 18'16" 4722' 47.20' . N61'5749E C215 15.00' 922934" 24.21 ' 21..67' N12' 16'20"E C216 800.100' 14'56'36" 208, 65' 208. 66' IV26'30109 -W C217 ' 16.00' 56'09'13" 15, 68' t5.06' S53'27'39 "E C235 600. 00' 37'41 '51 " J94. 77' 387.69' S12'3757t NOPZ ALL DMENSIONS ARE TO W HUAVROTH OF A FOOT. TANGENT TABLE LINE BEARING DISTANCE 7-10.3 S2523'031F IJ.75' T110 N65 28'15"W 74.43' T111 N46'31 '56"W 59.66' 7'112 N54'11'34'* 53.04' T113 S87'26'0I "W 42.57' T114 SO4.06'11 "W 58.52' T115 S21 °03'32'E 47, 61 ' T124 N58'31'07'E 30.82' T125 N33'5827'1M 54.89' T126 N19-01'51 "W 5.41' T127 N5728'12V 11.98' T128 N20'45'02V 63.18' T129 N25'19'03'E 26.77' T130 N04 J4 20'E .31.96' T131 N61'44'057- 34.00' T132 N2249'14V 45.07' T133 N250727V 52.9 1' T134 N37'23'40 "W 27.03' T135 S85 35'15 "W 43.59' T136 S34'48'04'W 44. 11 ' T137 S4625'04"W 43.98' T138 516*10'31 "%V 40.73' T139 S21'01'l6"W 39.82' T140 S33'24'49 "W 43.54' T141 S1147'39V 37.84' T142 S29`01 '14'E 37.96' T143 S32`00'16V 38.52' T144 S00'50'08"E 44.48' T145 S23°13'37t 38.28' T146 S30'10'46"E 31.72' T147 S79°30'31 'E' 39.40' T148 N78'04451- 21,59' T149 N78'0445"E 47.64' T150 N11 ' 13'41 "£ 70.09' T151 N19'45 JI '$V 38.77' T152 N55'4936E 67.60' T153 S25'23'03"E 112.99' T154 S25 23'03"E 14. 90' T155 N6436'57"E 60.99' A TCH LINE SHEET 7 COPELAND AND SONS, INC. 3= LAND O'iAKES BLVD. LAND MAKES F1A 34639 813-M-4595 813-949-7165 LS No. OW SHEET 6 OF 21 SHEETS r fio HIDDEN RIVER PHAoz ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SDUTH, RANGE 21 EAST AND A REPtAT Of A PORTION OF TRACTS 1, 2 39 4A9 13A9 149 151 AND 19A, CRYSTAL SPRINGS G�3LONY FARMS,. PLAT BOOK 29 PAGE 24 AND A RfPLAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 CITY OF ZEPHYRHItLS, PASGO COUNTY, FLORIDA CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C13 100.00' 38'3049" 67.22' 65.96' N44'38'27"W C73 63.00' 35'06'02" 38.59' 37.99' S42'56'04 "E C80 35.00' 77'01 '38 " 47. 05' 4J 59' N63'53'51 "W C86 163.00' 21'3656" 61.49' 61.13' N34'1852V C137 100.00' 31'2943" 54.97' 54.28' N38'07'14 "E C138 50.00' 39'35'47" 34.55' 33.87' N15'30'34E C140 210.00' 26'39'42" 97.72' 96.84' N09'02'31 "E C215 15.00' 92'29'J4" 24.21' 21.67' N12' 16207E C217 16.00' 56'09'13" 15.68' 75.06' S532739"E C281 63.00' 21 '55'36" 244,02' 117.66' N08'33'08"E C282 173.00' 35'06'02" 104.3,3' 105.98' N42' 16'20'E C283 173.00' 143'01'19" 431,84' 328.14' S48'00'16"E TANGENT TABLE T40 N42'37'59 "W 27 56' r41 N7124'00V 22. 11 ' T42 S86'42'04V 1785' T70 N6J'53'5I V 26.09' T82 N36'21 '50"E 65.14' T83 NO3'50'16"E 61.77' T84 N38'39'57'V1 45.66' T65 N52'20'09V 49.97' 186 N85'20 29'* 43. 68' T87 S7546'08 "W 17. 76' T88 522'5521 "W 51.72' T89 S45154'.24'E 53 24' T90 544'45'15 "E 52, 17' r91 S4249'17"E' 42.30' T92 S45'48 26 "E 30.88' T93 N80'32'15'E 36:80' T104 NO 1' 17'32'E 56.16' r105 N44.05'07"W 40.14' T106 N29' 14 28 "W 40 40' T107 N15'36'03'E 47.48' T108 N31'46'32"W 61.66' T109 N28'48'38"W 56 68' T110 N65'28'15 V 74.43' 7711 N46 31 56"W 59.66' T112 N54' 11 '34V 53.04' T113 S87"26'01 "W 42,57' T114 SO4`06'1 IV 58.52' T11.5 S2103'32 "E 47. 61 ' T116 S38'04'167- 63.92' T117 S444648'E 70.43' Ti 18 S59'14'57"E 56.19' T119 5JX0J'22't 59.13' r120 S46 X'27"E 39.94' T121 S34'51 '13'E 64.87' T122 543'04'561- 30,27' T123 N53'52'051- 25.79' T124 N58'31 '07 E' 30 82' T125 N335827"W 54,89' T154 S25'23'03`E 14, 90' T155 N64'36'57E 60,99' LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) Radial (NR) = Non Radial (4A) = Overall Dimension (P.O,B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District -----------.------------ ------_ NOTE ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. UN ,. w_ T113 w r 3 - --� T SHEET 20 1 MIATUH LINE \ 6 \' \ \ N W �� W \ 1 0 25 �\ NAr �. \ Z wrRACr 34 WE7l-Ma CONSERVATION , \ ' � � \ AREA a ` 334 h rq O �/ \ 333 .: "Ilk A F N64136157 E r 10-00, / �rryp A� 8'7 '� ^ T86 '7 i TRACT "e" \ WETLAND CONSERVA RON AREA I r� T 90 a MA TCH LINE s SHEET 8 g .a GRAPHIC SCALE o 23 30 too ( IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS I 324 cqt, T 427/-,T41G COPELAND AND SONS, INC. 3300 LAND O'IAKES BLVD. LAND VLAKES FLA. 34639 813-94�-4595 813-949-7165 Le No. ow SHEET 7 OF 21 SHEETS "I HIDDEN RIVER PHAS E ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A {tEPLAT OF A PORTION OF TRACTS 1 2 39 4A, 13A9 14, 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 29 PAGE 24 AND A t�EPEAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRH'ILLS COLONY COMPANY, PLAT 9QUK i PAGE 55 CITY OF ZEPHYRHtLLS, PASGB COEJNTY, FLORIDA C'o m \ , TRACT V ,--- T93 -�- \ WETLAND CON AREA I �''�"` AREA I c SHEET 7 MATCH LINE 0.00, 6 CRYSTAL SPRINGS COLONY FARMS PLAT BOOK 2, PACE 24 NOTE ALL DIMENSIONS ARE TO NE HUNDREDTH OF A FOOT. TRACT WETLAND , -7\ - N84'4828, j 53 89' / ! -` N8254' A .20,S,6 -I - N85'14'G2`"� S89'34'53"W�� 6 B2' `� 61.56' `� ` 6?,45' 55.85' SHEET 18 I i 324 Cif O 5k gip. �k `N. �+ y w T 1 N 65• \ „C„ 'UFFER`\�, i MATCH LINE I F GRAPHIC SCALE TRACT „C" WETLAND CONSERVA RON 0 25 50 100 ( IN FEET j 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS TANGENT TABLE LINE BEARING D/STANCE T82 N36 21 '50't 65.14 ' TV NO3'50'16'E 61.77' T84 N383957W 45.66' T89 S45'54'24 "E 53.24' T90 S44'45'75 "E 52,17' T91 S42'49'17"E 42.30' T.92 S45'08'26 "E 30.88' T93 N80'.32'157- 36.80' CURIE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C127 173.00' 72' 17'12" 217.96' 203.83' S10'42'33'* C264 100.00' 51'05 29" 89.17' 86.25' 521 ' 15 25 "W C265 35.00' 73'30'34" 563, 75' 345.44' S61 '0522 "W C266 173.00' 86'3942" 1 97.72' 1 96.84' 1 N09°21 '41 "W 40.62' LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol © indicates (P.R.M.) Found LB No. 6900 0 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument o °� (TYP.) = Typical (P.C.P.) Permanent Control Point CRYSTAL SPRINGS COLONY FARMS , (DUE) Drainage and Utility Easement PLAT BOOK 2, PACE 24 ,�� ,,� COPELAND AND SONS, INC. (DE) = Drainage Easement 9 k lMW ©tom O' � 9 3463 (R) = Radial` �'� 55 81t3A-9-4895 (NR) = Non Radial r �k9 813-949-7165 (OA) = Overall Dimension i L8 N©, OM (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Monogewent District i SHEET 8 OF 21 SHEETS W o �Q a Uj ma o S89'40'43 "E S89'40'43"E O � o• _ 84.97, 25.0' 25, 0' Uj a >- N8.9'44 ;26 o 50.00, 324 f I OV THE EMERALD POINTE 10' BUFFER AND a n LANDSCAPE EASEMENT RV RESORT PHASE THREE TRACT G PLAT BOOK J8, PAGES 7-11 A aG T , 'A ION p 326 o zo w" N LEFT 5TAT101t1-1 114.16 G22 G52 Gj SB9'40'43' E ^ 114.16' 26 _ 705,56'iz G50 , QA WSON CHASE 4RI VE CpA%v"` 705.56, lr n 240.48' 5 N89'40'43"W 190 53' --- ' !, +1 a CL S89 J6'58 "E MA TCH LINE SHEET I N 9 105. E N", C 250 i TRAcrA w� WETLAND CONSERVATION AREA 0 0 ,z 1� TRACT'A'" WETLAND CONSERVA rION AREA � 03 6, . 2 cs k 9,1W , Cis N7'41 , i C233 / a� i ZXU Ste 0 oarU.. 41- 1 � "$4 167 S8752 04 E SEE SHEET NO. 2 FOR BASIS OF BEARINGS GRAPHIC SCALE a zs so Ioo ( IN FEET ) 1 INCH = 50 ' CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C5 175 00' 47'33'32" 145.26' 141.13' N66'32'311F C6 72500' 47'33'32" 103.76' 100.80' N66'3231 "E C25 100.00' 47'33'32" 83.01 ' 80.64' S66'32'31 "W C26 100.00' 28'23'50" 49.56' 49.06' S76'07'220W C48 25.00' 90'03'45" 39.30' 35.37' S44'38'507- C49 25.00' 89'56'15" 39.24' 35.34' N45'21 '10'E C50 150.00' 21'02'22" 55.08' 54.77' N79'48'06"E C51 150.00' 26'31 '10" 69.43' 68.81 ' N56'0120'E C52 150 00' 47'3332" 124.51 ' 120.96' N66'32'31 '£ C231 225.00' 1910'55" 75.33' 74.98' S80'4349'W C232 175.00' 19' 10'55" 58.59' 58.32' N80'43'49'E C233 200.00' 19' 10'55" 66.96' 66.65' N80'43'49 "E C234 200.00' 47'.33'32" 166.01 ' 161.29' S66'32'31 '* C238 150.00' 15' 19 28" 40.12' 40.00' N5075'29'E C242 225.00' 42'00'01 " 164,94' 161.27' N69' 19'18"E C243 157. 10' 41 '56'19" 114,99' 112.44' N69' 1736"E C248 310,00' 47'33'32" 257.32' 250.00' S66'32'31 C249 310.00' 37' 15102" 201.55' 198.01 ' S61 23'161W C250 310.00' 10' 18'30" 55.77' 55.70' S85' IO'02'1N C251 250.00' 90'00'00" 392.70' 355.55' S44 '3658 "E C252 250.00' 23'2358" 102.10' 101.39' S77'54'59"E C253 250.00' 22 ' 10'30 " 96. 76' 96.15' S55' 07'451 F C254 250 00' 44'2532" 193.84' 189.02' S21 '49'44'E C267 225.00' 2'49'04 " 89.61 ' 89.01 ' N59'43'50 "E C272 150.00' 2' 14'04" 84.39' 83.28' N74' 12'15'E C273 100.00' 19'09'43" 33.44' 33.29' N52'20'36"E TANGENT TABLE LINE BEARING DISTANCE T156 N39',3431 "W (NR) 40.00' T 157 S50'2529 V 40. 00' T158 Sig '34'31 'E (NR) 40.00' T167 N80'07'44 "E 49.82' T168 N80'0744E 32.32' T169 N58 330'50 "E 33.34' T171 5,6129'04"E (NR) 42.79' T172 530'37'06 -W NR 34. 64' NOTE ALL DIMENSIONS ARE TO THE f fUNDR£OTH OF A FOOT. LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District COPELAND AND SONS, INC. 33t3p LAND O'LAM SLYD.. LAdVb 6 �SES�� 534639 813-949-7165 LB NO. 8900 SHEET 9 OF 21 SHEETS 0 25.0' 25.0' 110,00' 1 10' DUE <TYP) o 36 I� 25.0'T 25.0' rl HIDDEN RIVER PHASE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT OF A PORTION OF TRACTS 1, 2 39 4A, 13A, 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPF,AT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA IU'I SHEET 4 MATCH LINE N 25.0' i 25. G 10, DUE <TYP) L IN N Q I I 329 f ' 25,0250, f ' SEE SHEET N0. 2 FOR BASIS OF BEARINGS 3 GRAPHIC SCALE 0 23 30 100 ( IN FEET ) 1 INCH = 50' UJ a N NOTF. v ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. N 9.0B=-- N N ti N � � CURVE TABLE 0411?VE RADIUS DELTA LENGTH CHORD CHORD BEARING C7 105.00' 64' 13'55" 117.71 ' 111.64' N32'30'00'E C14 375.00' 64 13'55" 420.40' 398.73' N32'30'00"E C59 80.00' 64' 13'55" 89.68' 85.06' S32'30'00V 060 130, 00' 18'21 51 " 41. 67' 41. 49' S09'33'58IV C61 130.00' 23'04'26" 52.35' 52.00' S30' 17'07V C62 130.00' 22'47'38" 51.72' 51.38' 553' IJ'09'1N C 100 240.00' 22'4738" 95.48' 94.85' 1V53' 13 09 "E" C 101 240, 00' 23'04'26" 96 65' 96. 00' N30' 17'07'E C 102 240.00' 18'21 '51 " 76.92' 76.59' N09'33'58 "E C 104 240.00' 14'21 '14" 6016' 60. 00' N47'43'01 "E C108 510.00' 05' 18'16" 47.22' 47.20' 1V61'57491F C109 500.00' 08'36109" 75.07' 75.00' N55'00'370E C110 510.00' 09'36'19" 85.50' 85.40' N45'54 23"E C235 600. 00' 37' 41 '51 " 394. 77' 387, 69' S 12 7377577E C236 510.00' 21 '09'19" 188.31 ' 187,24' S10'57'41'1N C237 700.00' 15' 19'23" 187.21 ' 186.65' S13'5239'W C275 240.00' 40'09'08" 168.79' 164.77' N20'27'36'E C276 350.00' 24'04'47" 117.09' 146.01 ' N52'34'34 "E C277 400.00' 23'30'44 " 164.15' 163.00' N52'51 '31 'E C278 350.00' 40'09'08" 245.28' 240.29' N20'2736t C279 400.00' 40'43'11 " 284.28' 278.33' N20'4438"E C280 510.00' 19'33'19" 174,06' 173.22' N31 ' 19'00'E C284 240.00' 24'04'47" 100.86' 100.12' N52'34'34'E TANGENT TABLE LINE BEARING DISTANCE T128 N20'45'02"H/ 63.18' T129 N25'19'03'E 26.77' T 130 N04 J4 20 7E 31. 96' T131 N61'44'051- 34.00' T132 N22'49'14V 45.07' T133 N25'0727"W 52.91 ' T134 N37'23'40"W 27.03' T135 S8535'15"W 43.59' T136 S3448'04V 44.11 ' T137 S4625'04 "W 43.98' T138 S16' 10'31 "W 40.73' T139 52101'161N 39.82' T140 S33'24'49 "W 43.54' T141 SI1'47'„39"W 37.84' LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical �.,r�. ...nrE �rrw.� ...r...� r..r�■ .ram (P.C.P.) = Permanent Control Point (DUE) Drainage and Utility Easement (DE) = Drainage Easement (R) Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District COPELAND AND SONS, INC. MW LAN© Q'LAM BLVD. LMD 0 3 FLk 9 9 813-949-7165 L8 NO. 6M SHEET 10 OF 21 SHEETS HIDDEN RIVERPHA SE ON- E A LEGEND. Lot Corners = 5 8" capped iron rod LB No.6900 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANG€ 21 EAST AND A REPt�AT OF A PORTION OF TRACTS 1, 2 Symbol O indicates (P.R.M,) Found LB No. 6900 39 4A9 13A, 149 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol ■ indicates (P.R.M.) set LB No.6900 OF TRACTS 108, 117 AND 124, ZE.PHYR'HILLS COLONY COWPANY, PLAT BOOK 1 PAGE 55 Symbol indicates (P.C,P.) LB No.6900 CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.0.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE' ALL D/MENSIONS ARE TO THE HUNDRE©TM OF A FOOT. THE EMERALD POINTE RV RESORT PHASE THREE PLAT BOOB 38, PAGES 7-11 TRACT "G" I COMMON AREA "cro•wn'e z"c f 114.16' —_ DAWSCIV CHASEo S89'40'43 "E 114.16' �, �d C Glu1r7 114.16' j rn W ,T"A A, 6 1210.32' C232 50. © 00 IYL Gb C233 vt o� C231 / 1 UNPLA TTED LAND 325 on 1,318.37, (,A-4. "E _-�T�A ss 325 7RAC 27. ooe-<, WETLAND BUFFER G . TRACrA EASEMTs7S'o4„� 104.43 S80 27�T1DRAINAGE ;34 ;4 g45�T�8Q443E s& 45.26 `asp-`N88'04'43 "E 49.13 $89*44'14"E 51c '12'1 _ S89•4947"E 21,- 9 S'81.19 V + TRACT"A A, WETLAND CONSERVATION AREA GRAPHIC SCALE 0 23 so too ( IN FEET ) 1 INCH = 50 SEE SHEET NO. 2 FOR BASIS OF BEARINGS CURVE TABLE CURVE RADIUS DEL TA LENGTH CHORD CHORD BEARING C231 225,00' 19' 10'55" 75..33' 74.98' S80'4349V C232 175. GO' 19' 70'55 58.59' 58.32' N80'4349'E C233 200.00' 19' 10'5,5 66.96' 66.65' N80'43'49"E C267 225.00' 22'49'04" 89.61 ' 89.01 ' N59'43'50'E C242 225.00' 42'00101 " 164.94' 161.27' N69' 19'18'E C243 157.10' 41 '56'19" 114.99' 112.44' N69' 17'36E IVA TCH LINE --. _.. ....... ..� .... ...�... ...,..... 11 . 118 .... ..� . _.._ ., .... .� SHEET 14 TANGENT TABLE LINE BEARING DISTANCE T167 N80"07441F 49,82' T 168 N80'0744 "E 32.32' T169 N58'30'50T 33.34' T170 1 N89'13'07'E 44.87' COPELAND AND SONS, INC. 3M UND 01A . BLVD. uwfl a't.,as Fu.34639 81.3-94�-4595 813-949-��7116�6//5�� LS No. VFW SHEET 11 OF 21 SHEETS 8' G , l ilk i HIDDEN RIVER PHASE ONE A LEGEND: Lot Corners _ 5/8„ capped iron rod LB Na.6900 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPi*AT Of A PORTION OF TRACTS 1, 2 Symbol 0 indicates (P.R.M.) Found LB No. 6900 3, 4A9 13A9 149 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK. 29 PAGE 24 AND A REPLAT OF A PORTION Symbol ■ indicates (P.R.M.) Set LB No,8900 OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 Symbol • indicates (P.C.P.) LB No.6900 CITY OF ZFPHYRHILLS, PASCO COUNTY, FLORIDA (P.R.M,) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.0.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District /V01T.• UNPLA TIED LAND ALL DIMENSIONS ARE TD THE HUNDREDTH OF A FOOT. 325 1318.37' 14' 1 N �o S89'44'14 "E e F: 12'1 'E S89'4947"E 1_72_.04''?� 21.39 -- -- -- TRACT"A" N s>>529;� s8r•1g., WETLAND BUFFER =5-Iri ~ T1. 6 S IV8918 29 E TRACT�4 " 14.30DRAINAGE EASEMENT 100 � .S p7' g- - t-- 4�5�1 - -- - _ 4� (CJA) 2 N�9---} 3 � �6 62WIt o \�" ss 1 g- `2 ^ '5g ' N7940' 14 "E rn l \ 75' 1 > N 51.8 N7g'0 $5 Syj r 14.38' ,sue s� 92 <' N71 g,'i N7 �8;-a,,. TRACT"A" � ETLAND BUFFER 67- \W TRACT"A" olh WETLAND CQNSERVA77ON AREA ot 0 �2y/ gyp sr ,+ VIV86Isrk 6,3`'Vy So3iS '%S0 ' 01e0 co. c� ,AC TRAM T cONS ` 14 5�T �'y ,1 2Yno n Soo 25'04 "E 43.97' co .�r,,n1'T Off ���� �,• 5ro2 53 6o ��•+ 1 MATCH Lh .■.MM SHEEN i, �o TRA CT )MMO Y CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C244 23 00' 50'07'S4" 21.87' 21.16' S64'40'171E C245 170.00' 70'48'84" 210.11 ' 196.99' S75'00'47"E C246 60.010' 90' 1085" 66 96' 66.65' N80'43'491F C247 163,.94' 30'2928" 87.24' 86.22' N81YO1'33"E C268 16.3.94' 26'4220" 76.4 1' 75 72' IV82'55 070E C269 163.94' 03'4708" 10. 83' 10.8.3' N67'40231E GRAPHIC SCALE 0 25 5o 100 ( IN FEET ) 1 INCH = 50 ' N SEE SHEET NO. 2 FOR BASIS Of BEARINGS o a h v ,Z v TANGENT TABLE LINE BEARING DISTANCE T 164 S00'00'001- 21.02' T165 S08'03247- 14.74' 7-166 1 S61'41'26"E 14.74' 50.00' COPEL.AND AND SONS, INC. 3300 LAND MAKES BLVD. LAND 893-9U-1F1J145953A839 813-949-7165 LB No. OW SHEET 12 OF 21 SHEETS HIDDEN RIVER PHA- SE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT OF A PORTION OF TRACTS 1, 2 39 4A9 13A, 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A RfPLAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRH LLS COLONY COMPANY, PLAT BOCK 1 PAGE 55 CITY OF ZEPWYRHfLLS, PASCO COUNTY, FLORIDA TANGENT TABLE LINE BEARING DISTANCE T772 S30'37`06'W 34.64' 06, • jcs,-. ''vV N7 '4% SHEET 9 83,E MATCH LINE" � TRACT"A " S00'23'02 "W 284" w24 TRAC DRAINAGE EASEMENT i i o� J � � u 324 I I CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C30 185, 00' 49'21 '21 " 159. 36' 154. 48' S30'53'39 "W C31 160.00' 15' 19'23" 42.79' 42.66' N13'52'39 "E C32 105a00' 21'0.9'19" 387.69' J85.49' N10'57'41 "E C251 250. 00' 90'00'00" 392. 70' 355.55' S44 '36'56 "E 0252 250, 00' 23'2358" 102.10' 107.39' S77'54597- 0253 250. 00' 22' 10'30" 96.76' 96.15' S55'0745'E C254 250. 00' 44 `2532" 193 84' 189, 02' S21 '49'44'E GRAPHIC SCALE ( IN FEET ) 1 INCH = 50 ' LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 G©' Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol 0 indicates (P.C.P.) LB No.6900 32 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial MA TCH LINE (OA) = Overall Dimension �c��J� (P.O.B.) = Point of Beginning SHEET 20 (SWFWMD) = Southwest Florida Water Management District NC1TE: ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. SEE SHEET NO. 2 FOR COPELAND AND SONS, INC. BASIS OF BEARINGS LAND a' B.w.rD9'l—4639 1—t9813-949-7165 Le NO. em SHEET 13 OF 21 SHEETS f - 1 11 11111 II 0! LEGEND: �. PORTION Lot Corners = 5/8" capped iron rod LB No.6900 Symbol © indicates (P.R.M.) Found LB No. 6900 3, 4A, 1 3A Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol o indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P,O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District IV07E: ALL 01MENS"NS ARE TO TfIE HUNOREOTH OF A FOOT HIDDEN RIV,,�'R PHASE ONE' A OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT OF A PORTION OF TRACTS 1, 2 149 159 AND 19A, CRYSTAL SPRINGS COLdNY FARk#S, PLAT BOOK 2, PAGE 24 AND A REPEAT OF A PORTION OF TRACTS 108, 117 AND 1249 ZEPHYRHILLS COLONY COMPANY, PLAT BOOK t PAGE 55 CITY OF ZEPMYRHI4.LS, PASCO CtJIfNTY, FLdRll3d SEE SHEET NO. 2 FOR BASIS OF BEARINGS SHEET 11 MATCH LINE GRAPHIC SCALE 1$3'39_D6 "W .�. sr Mtn u ' N8C 06 "1y S TRAeT UFrER A wro iVj�. ,ems TRACT4 " WETLAND CONSERVA77ON AREA y �`''�, C2S� 3,3' �'AJ S9 grsr • ,L ,gam N55'34' 19 "E 6pR�• 6�• �i 5..3'3' h Z + f`. a ` a Q Fes. � �'•o.. Sjq�'g'!�i Q c, 1- y3 5 p 5$ 00 .! 1 MA S C 34 ''"'' O'00324 CURVE' TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C255 325.00' 02'55'05" 16 55' 16.55' N59'32'147— C25 275.00' 10'50�56" 5207' 51.99' N55'J4'19"E C257 325.00' 05"25'28" .3077' 30.76' N52'51'35'F C258 185. 00' 27` 13109" 87 89' 87. 06' N69' 10'54 "E C259 J, 195.00' 62'46'51 213,67' 203.14' S65'49106 "E 0�---255, 50 100 ( IN FEET ) 1 INCH = 50 ' COPELAND AND SONS, INC. 3= UW0 o'tWs O.:vo. UWfl 81�—�.e 813-949-7165 LB No. 8900 SHEET 14 OF 21 SHEETS v LEGEND: HIDDEN RIVER PHASE ONE A Lot Corners = 5/8 capped iron rod LB No6900 0 Symbol 0 indicates (P.R.M.) Found LBB No. AND A REPLAT OF A PORTION! OF TRACTS 1. 2 � Symbol ■ indicates (P.R.M.) Set LB No.6900 39 4A, 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol • indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEPHYRHI"LLS CO"LONY COMPANY, PLAT BOOK 1 PA"GE 55 (P.R.M.) = Permanent Reference Monument CITY OF ZEP'HYRHtLLS, PASCO COI-NNTY, FLORIDA (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWF4VMD) =Southwest Florida Water Management District 1 �2 `' oc?9 gyp,,62 60' �6g.��AW NOTE.• k� �g6 ti� . , 3��'Vd ALL 01MENSfONS ARE TO 7HE HUNDREDTH OF A FOOT. C) b�5 SHEET 12 GRAPHIC SCALE MA TCH LINE � " IN TRACT A "� d i( INCH FEET 50 ' WETLAND CONSERVA TION AREA o �� 68.45.29, w �'� SEE ,SHEET NO. 2 FOR BASIS OF BEARINGS ��' N8o'.3' ' lY S8?'5_,�3-,•� N soar �6`%' `�� 5 50.0, 53111 '. 50025'04 "E 7RA ✓ T / V c� 43.97' TRACT"# COMMON AREA TANGENT TABLE WETLAND BUFFER , p l "E s> 60 GZ �t7 > 5 Z 62 3 2q •1�,� �Nam+ `T` �O� T16z � `� 3 ' W w 1 Q .589'3421 "E . 2� 67.56'©�. S85'37;5g'E 89�' S81 ��10© C26, �E7AfL S88'47'18'E NR 122, 63' � _, `''c W o 324LQ " N U 50.0' TRACT"C"4.1 DRAINAGE EASEMENT Z "� o, 51 g•22 �, MA TCH LINE .u�..■ ��� �� �� �� �� �� �� �� �� ter. �� r.�. �� .p rs �� �� '.• 324 SHEET 16 N87'4816"1y` 5129-� - 48.57' 7p. N88'42,47" "� � •�D'�����-�— 4�C18' Tip$ N��--`Ts ,� ,� COPELAND AND SONS, INC. 0 0� TRACT C --_.� 3300 LAND o'Las BLVD. 07, LAND b V%E4S F`I k 34639 ' WMAND CONSERI✓ATION � 913-94�-45J5 `'� •Q `O AREA x> N - -' 11 813-949-71 ss ua No. s9oci SHEET 15 OF 21 SHEETS CURVE TABLE CGlR(/ RADIUS DELTA LENGTi�' CHORD CHORD BEARING C41 165.OD' 05'25 28 " 15.62' 15.62' N52 51;35 "E C42 172.OD' 6`9' 11 '47" 207.73' 195.33' N20 'S8'26 "E G.259 195.00' 82'46 51 " 213.67' 203.14' S65'49'D6"E G26D 172.00' 09' 13'06" 27.67' 27.64' N60° 1052'E C261 62.00' S3'5926" 58.42' 56 29' S71 'D2'47'E C254 25D.D0' 44'25'32" 1.93.84' 189.02' 521'4944"E LINE BEARING DISTANCE T& SD8'S4'47'YV 31.88' T7 S2D'28'S4'�V 23.05' T160 S45'13'18'W 33.47' T161 S45'13'1B"W 25.D1' T162 N8822'06'E 23.40' T163 SD9`45'16"E 21.07' T173 N43`14'S9'E (NR) 19.38' T174 S89' 12'04 "E 16.14' LEGEND: HIDDEN RIVER PHA&..).D O-N—E A Lot Corners = Symbol 0 capped iron rod LB B No. o indicates indicates (P.R.M.) Found LB esoo A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAY OF A PORTION OF TRACTS 1, 2 Symbol ■ 69 indicates (P.R.M.) Set LB No.69o0 39 4A9 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLON' FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEPHYR.HILLS COLONY COMPANY, PLAT BOOK 1 PAGE 58 (P.R.M.) = Permanent Reference Monument CITY OF ZEPHYRNILLS, PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE.• ALL DI1l MSIONS ARE TO THE HUNDREDTH OF A FOOT. 324 TANGENT TABLE LINE BEARING DISTANCE T6 S0854'47W 31.88' T7 S20'2854W 23.05' T8 S41'35'38"W 44 45' T9 S73'05'25 "W 19.94' T10 563'0.3'36"W 1 J..,3.,3' T11 5123528"W 19.37' T12 S3175321 V 11.78' T13 S54'0827"W 30.22' T14 S70 5648"W 30 20' T15 S81'l1'36"W 29.73' T16 S52'30 01 '1N 23.20' T159 S6551 ,197E 3.33' T16O S45'13'18"W 33.47' T161 S45'13'18"W 25.01' T174 1 589,121047- 1 16.14' SHEET 15 LATCH LINE w4.8 -7'1 6�5�' � 48.57 S 70 4 l 1 � JN88'42 "4 •,0 , 42 08 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C40 041 435.00' 165.00' 10'50'56" 05'25 :28" 82.37' 15.62' 82:-24' 15. 62' N55'34'19'E N52'51 '35'E 54, $5' / TRACT"C "`%�` k- DRA/N ���°��' �o AGE EASEMENT G �1 � o ° 55 615'0(05 � 8 �i n W 4NIk a '� h '•, IX/ 1 / Q Q 14 . 5�0b1 S8_E,11 '26'03 "W Sys, �� ' 6 .04 568.30�' S86'26'03"W� ,IV4 a 39.79 52�: ���. � � Sao/ � '� `° � CT 6 �`%29 ©I 1 09 k �0 p i �0 5000, ,32., 5�� 615%W 5 � 4 Ti�'A COMMON �REA '28S61• .'65, 38.69 S�3.2 1. cam,, llxl�S,,W r�� N i`' ''✓��� S 63 23�'hh� 2 S15•223. TRACT "0; COVS Ai�V EASfy �5k�y1 TRACT 11C A# � 17 52 WETLAND CONSER/A TI'ON AREA 44 to zit — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SOUTH BOUNDARY SE 114 SECTION24-26-21— 24 19 — — — — — — — — — — — — — — — — — — NORTH BOUNDARY NE 114 SECTION 25-26-21 — — — - 25 30 cJ MATCH LINE SHEET 17 o ° GRAPHIC SCALE 0 25 so 100 { IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS W j P.O.B. NE CORNER SEC.25 AND SE CORNER SEC. 24 EAST LINE NE 1/4- NE 114 SECTION 25-26-21 . COPELAND AND SONS, INC. 3300 LMO ©ILWB M,.w. LM E) O AtCEs FLA. 34639 $13-946-4595 813-949-7165 LB No. SM SHEET 16 OF 21 SHEETS LEGEND:IDlJ fj VE R PA-ra.ONE H Lot Corners = Symbol O 5/8 capped iron rod LB B Noo indicates (P.R.M.) Found ssoo A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26� SOUTH, RANGE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2 Symbol ■ 9 00 indicates (P.R,M.) Set LB No.69 3, 4A9 13A9 14t 159 AND 19A, CRYSTAL SPRINGS COLONY FARWS. PLAT BOCK 2, PAGE 24 AND A REPEAT OF A PORTION Symbol • indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 (P.R.M,) = Permanent Reference Monument CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P,) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District MOM. - ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. b`0 SHEET s9 - MATCH LINE SHEET MA TCH SOUTH BOUNDARY SE NORTH BOUNDARY NE ER SEC.25 AND r ER SEC, 24 GRAPHIC SCALE 25 50 100 ( IN FEET ) I INCH = 50 ' WEU NO. 2 FOR OF BEARINGS COPELAND .AND SONS, INC. 3M LAM 01MES WVD. LAND a't FtA. 34639 @13-9 813-949-7165 L@ No. 6M SHEET 17 OF 21 SHEETS LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M,) Found LB No. 6900 Symbol 0 indicates (P.R.M.) Set LB No.6900 Symbol 0 indicates (P.C.P.) LB No.6900 (P. R. M.) = Permanent Reference Monument (TYP.) = Typical (P.C. P.) Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District MOM. HIDDEN RIVER PHASE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT OF A 3, 4A, 13Aj 149 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK, 2, PAGE 24 AND OF TRACTS 108, 117 AND 124, ZEPHYRHJLLS COLONY COMPANY, PLAT BOOK 1 PAGE CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA ALL DIMENSIONS ARE TO WE HUNDRE97H OF A FOOT. CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C262 205.00' 85*20'58" J05.37' 277.91' 511*11'36'* I SEE SHEET NO. 2 FOR BASIS OF BEARINGS PORTION OF TRACTS 1, 2 A REPLAT OF A PORTION 55 TANGENT TABLE LINE BEARING DISTANCE T2 I N82*4236W 22. 11' T22 58 1'524 1 V 34.75' r23 S5423'09'* JO. 6J' T24 S74 *29'11 V 31. 10' T25 S82*49'15"W J7.97' T26 S73*30'54 V 26.78' T27 S66*03'56 V 25.57' T28 S24*06'18"W 16.32' T29 S 19 10J'52'E 29,46' TJO S38*05'21 V 31.37' TJ I S73'30'34 V 13. 66' T32 S33*4 I 'OJ'* 17.07' TJJ S58'09'2 I V 31.87' r34 N88'43'44'* 26.37' T35 S6673 1 '35 "W 2766' T36 S20'29'40 "W 42.05' T37 S54'05'57"W 42.74' T38 S82'1 828 V 28,17' T39 548*24'13"W 1 38.73 1 SHEET 20 SHEET 19 MA TCH LINE MA TCH LINE R, X 4 0 71;v (a 'x 9605 . JA. 4 y�5 � , �''`� � -+- g�FFE o WEIVNQ 94. TRACT V 5qT. 6 ---A- S8, '0252W DRAINAGE GE EASEMENT T 23 J- 134. CO / VV 0) ZI 4)k, 324 L4 �74t5l'32 36.64' A - TRACT "C" k*7LAND CONSERVA-770N AREA A� X/ T34 (b �cb TRACT "C" 5 WETLAND BUFFER 566' P 30 9 °-Jrg 1V844828 I W 53 89 15 �p . t' IV85'74'02"W -6�8254�92"W S80-20-56M -1 S89'34'53"W M MA TCH LINE A TCH LINE SHEET 8 SHEET 21 GRAPHIC SCALE 0 25 so 100 ( IN FEET ) 1 INCH = 50' as COPELAND AND SONS, INC. 1300 L 0ja 01WM M\0. LAW ES, FM 3"M SHEET 18 OF 21 SHEETS . V LEGEND: EjN[VER PHASPE" ONEA HIDDa., Lot Corners = 5" capped iron rod LB o.00 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAT Of A PORTION OF TRACTS 1, 2 Symbol 0 indicates (P.R.M.) Found LB No. 6900 39 4A9 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol n Symbol indicates (P.R.M.) Set LB No.6900 indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY 9 PLAT BOOK I PAGE 55 (P.R.M.) = Permanent Reference Monument CITY OF ZEPHYRH1LLS9 PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P,) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P. 0. B.) = Point of Beginning SEE SHEET NO. 2 FOR (SWFWMD) = Southwest Florida Water Management District BASIS OF BEAMNGS IV07E- ALL 01MENSIONS ARE TO THE HUNDREDTH OF A FOOT CURVE TABLE CURVE RADIUS DEL 54 LENGTH CHORD CHORD BEARING C39 165, 00' 05'2528" 15.62' 15.62' N58 * 17'OJ"E C40 435. 00' 10*50'56" 82.37' 82.24' N55*34'19"E C41 165. 00' 05 *2528" 15.62' 15.62' N52*51'35"E TANGENT TABLE LINE BEARING DISrANCE T16 S52*30'0 I "W 23.20' T17 510*4759T 22. 10' T18 S64 '04J4 V J6.85' T19 S41*46'12"E 19.47' T20 S02*09321E 21.25' - - - - - - - - - - - - - - - — — — — — — TO 00 GRAPHIC SCALE a 25 50 100 IN FEET 1 INCH = 50 000000 000000 324 000000 24Z �ICET 4 ,woo Iq LINC 000000 MATC 324 10, Gig '09 55 '?)��2'28,32 61- 42. ;" 39--81 ow TRACT "C" s7 5�,2�„ �1� 5 63' 23; 39.2 7 DRAINAGE EASEMENT #0 Ly -0 N. .6 S--,60-,3j'2111 SOUTH 8OUNDARY St L&_�FC�10 2�4—�6-21 — — — — — — Z7'— I k�x — — — — — — — — — — — — — — — — — — — — — — — NORTH BOUNDARY NE 114 SECTION 25-26-27 ao. TRACT "C" �9 �,l`° WETLAND CONSERVArION AREA MATCH LINE MA TCH LINE SHEET 18 JK SHEET 17 71�v COPELAND AND SONS, INC. LANOLAKBLVD. O;LAKD% FLAES. 34639 a 3_ —4895 0 $13 —949-7165 .30 Le NO. mm SHEET 19 OF 21 SHEETS IN r LEGEND: HIDDEN V PHA 0 Ej OX E I Lot Corners = 5/8" capped iron rod LB No.6900 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2 Symbol 0 indicates (P.R.M.) Found LB No. 6900 3, 4A, 13A, 149 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol ■ Symbol • indicates (P.R.M.) Set LB No.6900 indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEPHYR -HILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 (P.R.M.) = Permanent Reference Monument CITY OF ZEPHYRHILLS-, PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.0.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE.' ALL DIMENSIONS ARE TO THE HUNDREM OF A FOOT. I CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING 030 185. 00' 49 `2121 " 159. 36' 154, 48' S3O'53'39 V C31 160.00' 15'19'23" 42.79' 42.66' N13'52'39't C32 1050.00' 21 *09'19" 387. 69' 385.49' N10'5741 'E SHEET I J MA 7H LINE "O"OL � � � � � 1� � MA TGH LINE SHEET 7 324 biz i 11 SOUTH BOUNDARY SE 114 SECTION 24-26--21 -------- TTT NORTNSOUNDARYNE 114 SECTION 25-26-21------- GRAPHIC SCALE 0 25 so 100 ( IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS of 000060 .� 'cam+ � �•�k �9 C) Zp. +,q II�1A TCH LINE ���•5k SHEET 1$ COPELAND .AND SONS, INC. 3300 LAND O'LAKES BLVD. LAND o'LAKES FLA. 34639 813—M-4695 813-949-7165 LB NO. 69W SHEET 20 OF 21 SHEETS LEGEND; Lot Corners = 5/8" capped iron rod LB No.6900 Symbol ❑ indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol 0 indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.0.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District HIDDEN RIVER PHASE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT Of A PORTION OF TRACTS 1, 2 39 4A9 13A, 149, 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 1lND A REPEAT OF A PORTION OF TRACTS 108, 117 AND 124, Z€PHYRMILLS COLONY COMPANY, PLAT 900K t ..PAGE 55 CITY OF ZEPHYRHILLS, PASGO COUNTY, FLORIDA NOTE: - ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. SEE SHEET NO. 2 FOR BASIS OF BEARINGS GRAPHIC SCALE 0 25 so 100 IN FEET } 1 INCH = 50 ' 0 COPELAND AND SONS, INC. 3300 LAND O'LAKES BLVD. LAND O'LAKES FLA. 34639 813-94-4595 813-949-7165 LB NO. am SHEET 21 OF 21 SHEETS 17 Id HIDDEN RI�TR PHASE ONE A a 61"1117 LEGAL DESCRIPTION: A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 216 SOUTH RANGE 2.1 EAST AND A REPLAT Of A, PORTION OF TRACTS 1, 2 3, 4A9 13-As 149 159 AND 19A, CRYSTAL SPRINGS COLON ARMS., PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION STATE OF FLORIDA) OF TRACTS 108, 117 AND 124, ZEP-HYR;HILLS COLONY COMPANY, PLAT ROOK 1 PAGE 55 SS: COUNTY OF PASCO ) CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA DESCRIBED AS FOLLOWS: G w C . I: Itr / r7 THE UNDERSIGNED, OWNER OF THE LANDS SHOWN ON THIS PLAT TO BE KNOWN AS "HIDDEN RIVER PHASE ONE!, A SUBDIVISION BEING A PORTION OF SECTIONS 24 AND 25, TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2, 3, 4A. 13A, 14, 15, AND 19A, CRYSTAL SPRINGS FURTHER COLONY FARMS, PLATO2, 'PAGE 24 AND A REPLAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1, PAGE 55, BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 24 SAID POINT ALSO BEING THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, FOR A POINT OF BEGINNING, THENCE $00!14'44"W, ALONG THE EAST BOUNDARY OF SECTION 25, 615.00 FEET, MORE OR LESS, TO A POINT IN THE CENTERLINE OF THE HILLSBOROUGH RIVER; THENCE N 50'04'07"W, ALONG SAID CENTERLINE, 129.94 FEET; THENCE NOT14'44"E ON A LINE 100.00 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY OF SAID SECTION 25 AND THE NORTHERLY EXTENSION THEREOF A DISTANCE OF 684.00 FEET; THENCE S49*53'44�`W A DISTANCE OF 2450.45 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY; THENCE N25*23'03"W, ALONG SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 35.11 FEET; THENCE NOO*20'08"E, A DISTANCE OF 84.34 FEET; THENCE N89*39'50"W, A DISTANCE OF 40.62 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT Of WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY; THENCE N25*23'03"W, ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 1427.66 FEET TO A POINT OF INTERSECTION WITH THE WEST BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 25; THENCE N00'21'55"E, ALONG SAID WEST BOUNDARY A DISTANCE OF 38.35 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE N89*55'18"W, A DISTANCE OF 18.45 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY; THENCE N25*23'03"W, ALONG SAID RIGHT OF WAY, LINE A DISTANCE OF 731.64 FEET TO A POINT ON. THE SOUTH BOUNDARY OF TRACT 108, ZEPHYRHILLS COLONY COMPANY, AS PER MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS Of PASCO COUNTY, FLORIDA; THENCE S89*53'28"E, ALONG THE SOUTH BOUNDARY THEREOF A DISTANCE OF 112.84 FEET; THENCE NOO'23"09"E, ALONG A LINE 208.70 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY OF SAID TRACT 108 A DISTANCE OF 208.70 FEET; THENCE S89'53'28"E, ALONG A LINE 208.70 FEET NORTH OF AND PARALLEL WITH THE SOUTH BOUNDARY OF SAID TRACT 108 A DISTANCE OF 223.70 FEET TO A POINT OF INTERSECTION WITH THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 26 SOUTH, RANGE 21 EAST; THENCE NOO*23',09"E, ALONG SAID WEST BOUNDARY A DISTANCE OF 451.70 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE NOO'22'55"E, ALONG THE WEST BOUNDARY OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24, A DISTANCE OF 388.02 FEET: THENCE S99*40'43"E, 33.09 FEET; THENCE NOO`22'49"E, 1333.35 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF CHANCEY ROAD AND A POINT ON CURVE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 76.53 FEF' ON THE ARC OF A CURVE TO THE RIGHT, WITH A RADIUS OF 11399.17 FEET AND A CENTRAL ANGLE OF 0*23.'05", SUBTENDED BY A CHORD OF 76.53 FEET, CHORD BEARING N78'53'58"E, TO A POINT OF INTERSECTION WITH THE WESTERLY BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE TWO, PLAT BOOK 35, PAGES 127-129; THENCE SOO*2.2'49')N, ON A NON -TANGENT LINE AND ALONG SAID WEST BOUNDARY AND THE WEST BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE ONE, AS RECORDED IN PLAT BOOK 34, ON PAGES 87-90, 1348.51 FEET TO THE SOUTH BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE ONE; THENCE S89*40'43"E, ALONG SAID SOUTH BOUNDARY AND THE SOUTH BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE THREE, AS RECORDED IN PLAT BOOK 38, ON PAGES 7-11, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, 1210.32 FEET; THENCE NOO*27'57"E A DISTANCE 75.49 FEET; THENCE S89'44'14"E, ALONG THE NORTH BOUNDARY OF THE SOUTH 14/40th OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24, A DISTANCE Of 1318.37 FEET TO A POINT OF INTERSECTION WITH THE EAST BOUNDARY OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE SOO*14'48"W, 463.84 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE SOO*16'15"W, 1325.34 FEET TO THE POINT OF BEGINNING. CONTAINS 152.30 ACRES, MORE OR LESS. DEDICATION: THE UNDERSIGNED AS OWNER, MORTGAGEE, OR OTHER PERSON CORPORATION OR ENTITY HAVING A RECORD INTEREST IN THE LANDS SUBDIVIDED D PLATTED INTO T OF HIDDEN RIVER PHASE 0 8 AN LATT 0 Ne HEREBY I)EkAttS TO THE PERPETUAL USE OF THE PUBLIC AND THE CITY OF ZEPHYRHILLS, FLORIDA, ALL. FREIFF RfOIRS OF W0 ANS bkoe RK14 —,q Stiewif, MIA WATER AND SEWER SYSTEM' IMPROVEMENTS AND FACILITIES INCLUDING, BUT NOT LIMITED TO, WATER OR SEWER LINES 0 . R PIPES, FIRE HYDRANTS, PUMPING STATIONS AND OTHER APPURTENANCES, �l")I'�"WItWr6ii UPON THE LANDS DEPICTED ON TUII� PLAT, ANT)FURTHER MV4Z WPOrAY QMCOW UNTO ITSELF, ITS WO:Z SUCCESSORS,A4ZC'1r_'K1(Z OR LEGAL P9r00PZrhfTA'r1%1fM TWr' pin_wT TO CONSTRUCT, AND kiA4ktTAw ALL wArro OR (rruiry IMPROVEMENTS OR FACILITIES AND APPURTENANCES UNTIL SUCH TIME AS THE OPERATION AND MAINTENANCE OF SAID IMPROVEMENTS, FACILITIES AND APPURTENANCES IS ASSUMED 8YTHt CITY Of ZEPHYRHILLS, FLORMA AND FURTHER DOES HEREBY RESERVE UNTO, ITSELF, ITS HEIRS, SUCCESSORS, AND)/OR ASSIGNS, THE TITLE TO ANY IMPROVEMENTS DEDICATED TO THE PUBLIC OR THE CITY OF ZEPHYRHILLS. IF FOR ANY -ON SUCH DEDICATION SHALL BE EITHER VOLUNTARILY VACATED VOIDED; OR RIVER HOMEOWNERS REASON I I . THE DEVELOPER AS OWNER OF THE LANDS DESCRIBED ABOVE, STATES THAT THE HIDDEN RIVE. HOMTOWNER ASSOCIATION, INC. SHALL CONSTRUCT OPERATE AND MAINTAIN THE DRAINAGE FACILITIES AND IMPROVEMENTS. THE HIDDEN RIVER HOMEOWNERS ASSOCIATION, INC. SHALL HAVE THE RIGHT AT ALL TIMES TO ENTER UPON THE DRAINAGE EASEMENTS, THE WETLAND CONSERVATION AREAS AND ALL OTHER EASEMENT AREAS DEPICTED HEREON TO ACCOMPLISH SUCH PURPOSE THE OWNER FURTHER DOES HEREBY GRANT, CONVEY, WARRANT AND DEDICATE TO THE CITY OF ZEPHYRHILLS A NON-EXCLUSIVE FLOW THROUGH EASEMENT AND REASONABLE RIGHT OF ACCESS TO ENSURE THE FREE FLOW OF WATER FOR OMERAL PUBLIC DRAINAGE PURPOSES OVER, THROUGH AND UNDER ALL PRIVATE DRAINAGE EASEMENTS OR COMMONLY OWNED PROPERTY SHOWN ON THIS PLAT. IN THE EVENT THE OWNER, HIDDEN RIVER HOMEOWNERS ASSOCIATION, INC. FAILS TO PROPERLY MAINTAIN ANY PRIVATE DRAINAGE EASEMENTS/FACIUTIES PREVENTING THE FREE FLOW OF WATER, THE CITY OF ZEPHYRHILLS SHALL HAVE THE REASONABLE RIGHT Blff� NOT , THE OBLIGATION, TO GRANTSACCESS AND ENTER UPON ANY PRIVATE DRAINAGE EASEMENT FOR THE PURPOSE OF PERFORMING MAINTENANCE TO ENSURE THE FREE FLOW OF WATER. THE UNDERSIGNED HEREBY 6kTO ALL PROVIDERSOF STREET LIGHTS, TELEPHONE UTILITIES, ELECTRIC UTILITIES, CABLE TELEVISION UTILITIES AND OTHER PUBLIC UTILITIES AS SELECTED BY THE OWNER, A NONEXCLUSIVE EASEMENT FOR UTILITY PURPOSES AND ACCESS OVER THE AREAS MARKED ON THIS PLAT AS "UTILITY EASEMENT'. TRACTS "A", "B", '81" "C", "Cl", WETLAND CONSERVATION AREA/DRAINAGE/WETLAND BUFFER EASEMENTS; TRACTS "D", "E", "I'", DRAINAGE EASEMENTS; TRACT "G"AND TRACT "N" COMMON AREAS AND TRACTS "H", "I", "J", "K", "L", BUFFER EASEMENTS,• TRACT "M" LANDSCAPE EASEMENT; TRACT '0", CONSERVATION EASEMENT, AS SHOWN AND DEPICTED HEREON, ARE HEREBY GRANTED, CONVEYED AND DEDICATED TO AND MAINTAINED BY THE HIDDEN RIVER HOMEOWNERS ASSOCIATION, INC. TRACTS "Po AND "Q", LIFT STATION TRACTS, AS SHOWN AND DEPICTED HEREON, ARE HEREBY GRANTED, CONVEYED AND DEDICATED TO AND MAINTAINED BY THE CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA. lk 1140"DwM&FAA AL$r V %6rr ft&g; or WpA AtoD Emf~f AS SPtq#r4 Ali i4exM &T-A0100 CONVEYEDD kw'v oftefookfab To k"t M"a"Ev IN-ruir kDogig smveXwa*rT%vjj, zw&- FoL a,e. c. 41zolr7 a OWNER: Ouwi fL !Ay� e the OWV141- H!99_EN Root-IR BF FIA9ee e8wq:Firi,- *'ifteRlDrin LIMITED LIABILITY COMPANY WITNESSU N_ Oane+ WITNESS Print OWNER ACKNOWLEDGMENT- SEAL STATE OF FLORIDA ) SS: COUNTY OF HILLSBOROUGH) I HEREBY CERTIFY ON THIS DAY OF A.D., 2007, BEFORE ME, PERSONALLY APPEARED JOHN M. RYAN AS MANAGING MEMBER OF THE RYAN GROUP, LLC, AS MANAGING MIrIV115ER OF HIDDEN RIVER OF PASCO COUNTY, LLC, TO ME KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE AND DEDICATION AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HIS FREE ACT AND DEED FOR THE USES AND PURPOSES THEREIN EXPRESSED. HE IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. WITNESS MY HAND AND OFFICIAL SEAL AT HILLSBOROUGH COUNTY, FLORIDA, THE DAY AND YEAR AFORESAID. e C--hri kD�m KATHLEEN NiGHOLsON Notary Public -Stale of Florida NOTARY PirjR-1 IF STATE OF FLORIDA My commission Expires May 19, 2009 MY COMMISSION EXPIRES: AA 19- 9 Comm ission # DD 430982 Bonded By National Notary Assn. Kim MORTGAGEE JOINDER AND CONSENT TO DEDICATE STATE OF FLORIDA ) SS: COUNTY OF Is bomtdA WACHOVIA BANK, NATIONAL ASSOCIArION, AS MORTGAGEE UNDER A CERTAIN monr.4GE DATED UftjMY 1Z 20-06 RECORDED IN OFFICIAL RECORD BOOK ZJ11 PAGE _Uff OF THE PUBLIC RECORDS OF PASCO COUNTY FLORIDA, HER CONSENTS TO AND JOINS IN THE RECORDING OF 71HIS INSTRUMENT AND THE DEDICATIONS SHOWN HEREON. WACHOVA BANK, NATIONAL ASSOCIAnON BY: f)6nej'_ NAME: ht zg... t__ coca VICE PRESZENT ACKNOWLEDGMENT. STATE OF FLORIDA WITN SS Print C-latEX, 2,9�644- WITNESCW' t&_jeso(p -Z.- S It. COUNTY OF ffi*115 I HEREBY CERTIFY ON THIS 4140 DAY OF 'ILI Al 15 A.D., 2007, BEFORE ME PERSONALLY APPEARED -AS VICE PRESIDENT OF WACHOVIA BANK, NATIONAL ASSOCIATION, TO ME KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE: FOREGOING CERTIFICATE AND DEDICATION AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HIS/HER FREE ACT AND DEED FOR THE USES AND PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AND OFFICIAL SEAL AT HILLSBOROUGH COUNTY, FLORIDA, THE DAY AND YEAR AFORESAID. A,,te4.4 NOTAX �UBUC TATE OF FLORIDA LUCY Po"M MY COMMISSION EXPIRES: MycwM*wM00$Qw EXOM Augi* 03, =6 TITLE CERTIFICATE SS: STATE OF FLORIDA ) COUNTY OF PASCO ) GARY & ESQUIRE , OF BAXTER, STROHAUER, MANNION & SILBERMANN, P.A. DOES HEREBY CERrh&Y THAT THE RECORD- 777-LE TO THE LANDS AS DESCRIBED AND SHOWN ON THIS PLAT IS THE NAME OF THE PERSON, PERSONS, COMPANY OR ENTITY EXECUTING THE DEDICATION AS SHOWN ON THE PLAT. IN THE EVENT THE PLAT DOES NOT CONTAIN A DEDICATION, I HEREBY CERTIFY THAT THE DEVELOPER OF THE PLATTED SUBDIVISION HAS RECORD TITLE TO THE LAND, ADDITIONALLY, I CERTIFY THAT THERE ARE NO LIENS AND OR ENCUMBRANCES OF RE -CORD AGAINST SAID PROPERTY, EXCEPT AS SHOWN ON SAID PLAT; AND THAT THE TAXES F'OR THE YEAR 2006 HAVE BEEN PAID, THIS THE — &I/ DAY OF 1 2007. GARY N. PLAT BY REGISTERED SURVEYOR COV�_IANCE WITH FLO,RIDA STATUTES CHAPTER 177, PART I. /9 DAYQF 2007 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER # 4970 CERTIFICATE OF APPROVAL BY CITY COUNCIL THIS IS TO CERTIFY THAT ON THIS PLAT WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF ZEPHYRHLLS, FLORIDA, PRINT: PRESIDENT OF COUNCIL ATTEST: PRINT: CITY MANAGER CERTRWATE OF APPROVAL BY CITY OF ZEPHYRHILLS PLAN NG COMMISSION THIS IS. TO CERTIFY THAT -ON. THE CITY OF ZEPHYRHILLS PLANNING COMMISSION REVIEWED THIS PLAT AND REC5_WM_ENDS THAT THE ZEPHYRHILLS CITY COUNCIL APPROVE THE PROPOSED SUBDIVISION OF LANDS AS INDICATED HEREON. PRINT: PLANNING COMMISSION CHAIRMAN CLERK OF THE CIRCUIT COURT I HEREBY CERTIFY THAT THE FOREGOING PLAT HAS BEEN FILED IN THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, THIS DAY OF 2007 IN PLAT BOOK , PAGES THROUGH 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. THE -RE MAY BE, ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SURVEYOR'S CERTIFICATE - I HEREBY CERTIFY THAT THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, THAT THE SURVEY WAS MADE UNDER MY DIRECTION AND SUPERVISION, THAT THIS PLAT AND THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 PART 1 OF THE FLORIDA STATUTES AND THAT P.R.M.'S (PERMANENT REFERENCE MONUMENTS) AS SHOWN HEREON HAVE BEEN SET AND THAT P.C.P.'S fQPERMANENT CONTROL POINTS). AND ALL OTHER CORNERS WILL BE SET WITHIN THE ALLOTTED PER FLORIDA STATUTE (177.091 (8) (9)) w119,12001 DATE A. Gene Copeland PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 2591 CERTIFICATE OF AUTHORIZATION LB 6900 COPELAND AND SONS, INC. 3300 UM O'W(ES M.VD. 1" 0' FLA. 3"30 SMM-4895 813-949-7165 LB No. SOW SHEET 1 OF 21 SHEETS t b HIDDEN RIVER, PHASE CANE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANG 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2 39 4A, 13A9 149 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT B CX 2, PAGE 24 AND A REPLAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 CITY OF ZEPHY HILLS, PASCO COUNTY, FLORIDA Z THE EMERALD POINTS RV RESORT PHASE ONE PLAT THE WE POINT£ RV Y I��A ry I BOOK 34, PAGE 87-89 RESa'7 PHA THk'EE PLATSHEET BOOK 38, PACE 7-11 KE N � N GRAPHIC SCALE WARINGs ON rHE Easr MUNDWY OF 7HE SE Yt7 4 Of'TJYE 114 DF SEG7701V 24-26. 21 o TRACT Vo s� zoo 40o AS 1%Gi%i'16`!S'�V (AS'UMEU A/�IT`K FINE TRACT "H" 10' BUFFER COMMON t AND LANDSCAPE EASEMENT 7PACr PP" LIFT AREA S89'44'14" TRACT "F" DRAINAGE & SHar 4 S89'40'43' E 1 STATION - 1 ' cV LANDSC4PE EASEMENT f .-» , j�� 1318 37 3309' S89'40'43"E 1.210 32' ~ - — --YWACT 'A" DR t ( IN FEET) 325 U ---- N ___EASEMENT I INCH = 200 � ` 326 1 326 WETLAND NOTE.'TRACT � i TRACT A BUFFER \ \\`------___.__-- I ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. LANDSCAPE EASEMENT DRAINAGE AND / 1 TRACT "A" DRA/NAGE EASEMENT , CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARIN C1 11399.17' 00'23'05" 76.53' 76.53' N78'5.3'587- WEST BOUNDARY OF NW 1/4, SE1/4 SECTION .41 335 j 1 1 ,( �,-' `-�• � 24-26-21 h "TRACT " �BUFt AN0 1 \ NW CORNER SW 1/4 N$ Q > 1 G SE 1/4 SECTION O / 1 • i 1 fO Q 24-2-- 21 29 329 % 324 3 r ' TRACT ';4" BUFFER © J 30 327 31 TRACT '7" 10' BUFFER 99 { 1 WAND LANDSCAPE EASEMENT 32 100 .O \ }...... IN— — — — — — - t - — — — — — — -- -------r.4..,.., WEST BOUNDARY OF 33 TRACT "O" 1 � SW 1 4, 101 1 �`� _ _ CONSERVATION EASEMENT j� � h / S£ 1/4 SECT/ON o ...� ��.���..������.�... ..-ti..._..L... C" •�� " - �- I � i �. 24-26-21 - 34 102..` TRACT WETLAND 5 N ( BUFFER 1 () k TRACT 'D" DRAINAGE AND 35 TRACT "A" WETLAND N C3 LANDSCAPE EASEMENT I 103 327 -� y \ BUFFETS' „ „ O .1 36 S88'5328"E 1 TRACT N I U COMMON AREA W {,w 223.70' i 37 105 329 p` N 40 39 106 328 1 324 W S89 5328"E a ' �Q 324 sn 112.84 41 / /r 107 1 i 10910 42 �, 1 i 324 1 p Y- P X 5-5AND LANDSCAPE EASEMENT 43 111 v 330 1 r I 1 1 I q OUTHEKY 1 BHT �....,` \ j 331 10 1 i .a- — — — — — — — — wpy LINEw�•.\ \ -� 1 1 am .. 1 I m i TRACT W LANDSCAPE h EASEMENT TRACT "B -1" WETLAND CONSERVATION AREA/ WETLAND BUFFER 332 �00i �• 332 i w i TRACT W " 10' BUFFER r ---------AND LANDSCAPE EASEMENT �. SW CORNER SE 1/4 SECTION 24 NW CORNER NE 1/4 SECTION 25 I WEST BOUNDARY OF 1 NE 1/4, SECTION TRACT "0" LIFT 25-26-21 SrArION - 2 1 "L " TRACT 10' BUFFER AND LANDSCAPE EASEMENT � I { t N' Q � I rr I I I Nh to CA � I r t t t t { I 4 CJ i I I ' THE EMERALD POINTS RV RESORT PHASE ONE PLAT { BOOK 34, PAGE 87-89 ' N SHEET J Z � d AM TCH LINE r r OKA *no 589 40'43"E TRACT If DRAINAGE & SHEET 4 LANDSCAPE CASEMENT ...,,_ 33.09 ro AND 326 SHEET 4 r% I f It Ir%. 0% • I Ih TANGENT TABLE LINE BEARING DISTANCE Ti NOO2757"E 75..49' T2 N.Z5'23'03*W 35.11 ' T3 N00 20'O8T 84.34' T4 N89'3950V 40.62' T5 NOO 21 '55T 38.35' T6 N89'55'18-W 18.45' 334 6 "B" 5 324 �_...._..___._....._..._....a.�...+ 324 1 ! i 6 J. t N N 324 COMMON TRACT "N" 1 " AREA O W 1 324- 1 � -.:' � ---'' �I 1 ._ m Q v �NT 1TRACT '1 "o SECTION 24-26-21 P�� %' i 1 WETLAND BUFFS Z —r-Pt------------------------------------------------------ '-------------------------- �------- - ! 1------------------------------------------------ --- 2640.64' 24 i9 \ SECTION 2 5 -- 2 6 -- 21 <� 1--------------- ---25- 30 -� mm — rr — wm a..rl � war t+�iF �r �. .�I .rw r-- w wr y / e ,fir �- — �r — — — — — — — — — 't , T , oT ���•. �'•} 324 1 ` %�RCT � 8t]� Q `� 1 .324 � � �� 1 �w p el r Mom" momm — f � I J �d Im b- 324 t i t 1 I t I I I " " I TOCT I COPELAND AND SONS INC. 7 4" � 0LLAKES LAKES BLVD. 3446 9 9 9 913-943-4595 813-949-7165 La NO. 8900 I I SHEET 2 OF 21 SHEETS «li ",:, LP.� .bti l• Ld iF., din, LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol ❑ indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District HIDDEN RIVER PHASE ON E A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REFiAT OF A PORTION OF TRACTS 1, 2 39 4A9 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT 900K 2, PAGE 24 AND A REPEAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRWILIS COLONY COMPANY, PLAT BOOK i PAGE 55 CITY OF tEPHYRFIILLS, PASG4 COUNTY, FLORIDA NOTE:• ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. BY—�'����5s CEY 9'Qo� , 74.8, PACE of war Lrry CNA of WAY pER SQUrH4e Ly RIG" t 20' RIGHT c2.32-�. 4' FENCE AND LANDSCAPE EASEMENT S- W .MATCH LINE 1�4 10 ( 270 V 4 C27 h (o 4 .08' 1�8 082.5.00 N �v �N o- 61, 3 08; 25.00' 31.92' Ek N °o 37'11 "If 1.92' MATCH L/A 1 4 :1 CURVE TABLE CURVE NO. RADIUS DELTA LENGTH CHORD CHORD BEARING C239 11399.17' 00'23'05" 76.53' 76.53' N78'53'5,8"E C241 11399,17' 00'09'49" 32.56' 32.56' N79'00'36"E C270 11399.17: 0905'34" 18,46' 18.46' N79'45'12"E C271 11399.170907'42" 25.51' 25.51' N79'51'50"E 4' FENCE AND LANDSCAPE EASEMENT �9 W Zj It 4' FENCE AND LANDSCAPE EASEMENT 108 25.00' S89'40'43 "E 33.09' 31.92'I I MATCH LINE SHEET 4 0 1 '�' v 29. 04' 589'40'43 "E 91.09' 5025.0 (-. w eL GRAPHIC SCALE 0 25 W 100 ( IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS COPELAND AND SONS, INC. 3300 LAND O'LAKES BLVD. LAND O'LAK,ES !It 34839 813-9�-�4595 � 813-949-7165 IA No. 6900 SHEET 3 QE 21 SHEETS I 11 V l I. 1 kfll II III! , 111 11 11 7 —T-FF S89'40'43 "E 33.09' WEST BOUNDARY OF NW 114, SE114 SEC77ON -- 24-26-21 S89 37'05 "E 10.00' 10' BUFFER/DRAINAGE AND LANDSCAPE EASEMENT 4 N °o NW CORNER SW 714 SE 114 SEC77ON 24-26^21 ----- ---- 10' BUFFER/DRAINAGE ANI LANDSCAPE EASEMENT OS 25.00' SHEET 3 I MA TCH LINE 335 O1 589'36'S8"E V 109.99' �o 0 28 0 0 ;q lf S89'3658 "E 109.99, O 2 S89'365,6 "E q 709.99' Q is 30 S89'36'S8' E 109.99' 4 31 �d S89'36'�8 "E 109:99' 10' DUE o (TYP) , 32 C S�9'36'S8'E I a 109.99' � o 5 33 I 36 109. 99 . a 34 S89'.6'5,8"E ` 109.99' o �S 25 0' 25. 0' THE EMERALD POINTE RV RESORT PHASE ONE PLAT BOOK J4, PAGES 87- 90 25. 0' 25. 0' Qi W �I 25.O'T 25. 0' N 0 270.00' GRAPHIC SCALE 0 25 so 100 ( IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS CURVE TABLE CURL/ RADIUS DEL TA LENGTH CHORD CHORD BEARING 01 200.GO' 45'01'39" 15717' 153.16' S22'08101"E C2 75.00' 89'56'15" 117.73' 106.01 ' N45'21 '10'E C3 75. GO' 44'58 07" 58.86' 57.36' N22'521067" C4 75.00' 44'58'07" 58.86' 5736' N67'5O'13"E C44 100.00' 11'52'50" 20.73' 20.70' 1V8422521- C45 50.00' 89'56'15" 78.48' 70.67' N45'21'101E C46 25.00' 90'03'45" 39.30' 3537' S44'38'50 "E C47 25.00' 89'56'15" 39.24' 35.34' N45'21 '10'E C48 25.00' 90'03'45" 39.30' 3537' S44'38 50"E C57 700. 00' 22'2326" 37.33' 37.12' SI I '0445 "W C58 210.00' 21'39109" 79.36' 78.89' SII*42'24W C222 25.00' 63'23'08" 27.66' 26.27' S12'57'161E C223 25.00' 66'25'19" 28.98' 27.39' S11'26'11'E C224 25, 00' 03'02'10" 1.32' 1.32' S20' 15'23"W C225 225, 00' 36'54 53" 144.96' 142. 47' S26' 11 '24 "E C226 175.00' 45'01 '39" 137.53' 134.02' 522'08101 It 0227 25.00' 66'25'19" 28.98' 27.39' S77'51'30"E 0228 100.00' 21 '23'26" 37.33' 37.12' N79'37'34'E C229 100.00' 09'30'36" 16. 60' 16.58' N73'41 109'E C274 175.00' 10*26'11 " 31.88' 31.83' SO4'50'17E NOTE.- ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol 0 indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District COPELAND AND SONS, INC. 3300 LAND 4'LAKE5 BLVD. LAND C'LAKES FLA. 34639 815, 6-4695 813-949-7165 Le NO.69W SHEET 4 OF 21 SHEETS LEGEND: HIDDEN RIVER PHA:SE ONE A Lot Corners = Symbol 0 5/8" capped iron rod LB No.6900 indicates (P.R.M.) Found LB No. 6900 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH: RANGE 21 EAST AND A RI PLAT OF A PORTION OF TRACTS 1, 2 Symbol 0 indicates (P.R.M.) Set LB No.6900 39 4A9 13A, 149 159 AND 19A, CRYSTAL SPRINGS COLON PLAT BOOK 29 PAGE 24 FARMS ',G AND A. R-EPLAT OF A PORTION Symbol 0 indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEP-HYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 (P.R.M.) =Permanent Reference Monument CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA (Typ ) I I (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District N07E.- ALL DIMENSIONS ARE TO THE HUNDREDTH OF FOOT 60.00 7 7 U.00, I I I I 102 i '3658'iF 0. S89 109.99' I t5 1 I S89'3658"F O WEST BOUNDARY Of' SW 114, S,- 114 SECTION (F8 110.00, 10' DUE r 24-26-21 35 1 � %J %J V (TYP) 103 ti LQ S893658 "E 1 qs I10.00 10' DUE S,6-QZ6'58#$E I ia oo, r zl� I-) rll� (TYP) 10' DUE 10' BUFFER/DRAINAGE AND 36 Lu %110 'N I rL- QI. � 4 nA (T YP) LANDSCAPE EASEMENT J. I of . 9 1 -Q 589*36`58"E N- 7. X' (N:�' 22J. 70' INR ti Q� 110.00, S89'36'58'r AND 60.00 25. 0, 25.0 r 37 105 N 329 Q 38 "0 , 0'-5 0' 39 60- 40 106 Lcb o 00 IW 0 107 A,\ L 108 6 1-0 109 C5. 110 C) w 0 X*4 330 '7A Q, 331 0 0 AN I Air V� jf) 331 AO rr C 0 j '41 T 13L5 A 'A VP 4CT 08" at CONSERUA,770N 64 SEE- SHEET NO. 2 FOR BASIS OF BEARINGS GRAPHIC SCALE 0 25 50 100 IN FEET 1 INCH = 50 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C7 105. 00' 64' 1 J'55 " 117 71' 111. 64' N32'30'00"E C8 60 00' 90*00'00" 94,25' 84.85' N19'36571E C9 200.00' 16*2742" 57.46' 57,26' S333654 T CIO 200.00' 16'2742" 57.46' 57.26' SJJ *J654 "E CII 200.00' 1 1'28'J8" 40.06' 40. 00' N3I'07221W C12 200.00' 04 '59'04 " 1740' I7.39' A(39*21'13"W C14 375- 00' 64'13'55" 420.40' 398.73' N32'30'000E C59 80.00' 64' 73'55" 89.68' 85,06' S32 '30'00 V C60 IJO. 00' 18 *2 1'51 " 41.67' 41.49' S09'33'58W 061 I30.00' 23'04'26" 52. J5' 52. 00' SJO* 17'07V C62 I30.00' 22*4738" 51.72' 51.38' S53 1 J'09 "W C63 85.00' 10'37'51 15.77' 15.75' S59 18102 1W C64 85.00' 44'3232 66.08' 64.43' S2 1 '28'32 "W C65 85.00' 24*35'19" 36.48' 36,20' S 1 J'05 2J "E C66 35. 00' 90*00'00" 54.98' 49,50' S19*36'57V C67 225.00' 16*2742" 64.64' 64.42' SJJ *J654 T C68 175. 00' 11*22'14" 34.73' 34.67' S36'09'J7"E C69 175-00' 05'05'28" 1555' 15,54' S27'5546T- C70 175. 00' 09'02'*03" 2759' 2756' S29'54'047- C71 25. 00' 80*57**57" 35. JJ' 32,46' S74 '54104 "E C72 25-00' 90*00'00" 39.27' 35.35' S19*3657"W cloo 240.00' 22*47'38" 95.48' 94.85' N53' I J'09 "E C101 240. 00' 23'04 26 " 96.65' 96.00' N30'17`07"E C 102 240. 00' 18'2 1'51 " 76.92' 76.59' N09*33'587- 0108 510.00' 05 ' 18'16 " 4722' 4720' IV61*5749t C109 500.00' 08 *J6'09 " 75.07' 75. 00' N55 ' 00'37 T CI 10 510.00' 09*36'19' 8550' 85.40' N45*54'23"E C240 85.00' 10' 14'18" 15. 19' 15.17' N48*51'57"W 0275 240. 00' 40*09'08" 168.19' 164.77' N20 *27',56't 0276 350. 00' 24*0447" 11709' 146.01' N52 *J4J4Z- C277 400. 00' 23'JO'44 " 164.15' 163. 00' IV52'5 1 'J I 't C278 350. 00' 40'09'08 0 245,28' 240.29' N2027'36"E C279 400.00' 40*43'11" 284-28' 2 78. JJ' N20*44'38"E C284 240. 00' 124'04'47" 1100.86' .100. 12' 1 A(52 '34J4t TANGENT TABLE LINE BEARING DISTANCE TI N64*36'570E 12.95' T2 A(00*23'09"E 4.38' T94 S25*23'03`E 15.47' T95 N77*27580E 4 1. 03' T.96 S59*23'19T 53.30' T97 SJ8*24:?J'r 31.52' 7"98 S33'39'57"E 32. 08' T99 S33*02'I3T 41.33' rioo SO I'J4'1 4 'E 38.15' riol s28,52159*W 43 79' T102 S4925'0 I V 3740' T103 S25*2.3'03-'E' 1.3.75' T129 N25'19'0J"E 26.77' TIJO NO4*3420'2F 31.96' 7'131 N61 *44'05T 34.00' T132 N22*49'14"W 45.07' TIJJ N25'07'27'V 52.9 1' T734 N37*2J*40'W 27. OX T135 S85'35'1 5 V 43.59' T136 S34 *48'04 V 44. 11' T137 S46*25'04 V 43. 98' T138 S16'10'JI"W 40.73' T139 S21*01'16AW 39.82' T140 S33°2449 V 1 43.54' COPELAND AND SONS, INC. 3XIO Wo 0'L4xW M-VD- LAND V� a a paq 813-949-7165 La NO. em SHEET 5 OF , LAND\ SUFFER -X} DETAIL _ x SW CORNER SE 114 114 SECTION 24-26-27 /) ( � 1 7 r> �J 0.41 ' 1911E R.J--�•-w.,�,..,� �' �•U �-'' ! E� �• Sad410.00 Ti35 4 0- Ne G 000000 \ 332 3 , rRACr "S" o\ WETLANDAREA NSERVA RON 6`r 36 00 T / \ CO. T \ \ n Y � N�'DETA IL E L E I D \ ' ��' S\ \ � -z- r\ 7.38 \ 'A © - - - S89 36'08' E \ - \ S!)UTH BOUNDARY SE 114 SECT W 24-25-21 \ tow 15.33' , f1t tvVfi/�?�uvAR N� 1ll� z.�!'_ZJ''.'.r _ ..... `.._,_ SEE SHEET NO. 2 FOR BASS OF BEARINGS HIDDEN RIVER PHASE ONE A k PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A RERLAT Of A PORTION OF TRACTS 1, 2 39 4A9 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPEAT Of A PORTION OF TRACTS 108, 117 AND 1249 ZEPHYRHILIS COLONY COMPANY, PLAT 84QK 1 PAGE 55 CITY OF ZEPHYRHILL3, PASCO COUNTY, FLORIDA 332 324 23.02' E � r 334 � zW ao 00 65 -z 00 6D• i o� o \ \ fi, w 333 T ;0000* NW CORNER NE 114 SECTION 25-26-21 ._ � � _ � � >� 'tea► �P� �. 2y0 -� LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) r Overall Dimension (P.O.B.) = Point of Beginning (SWFW,MD) = Southwest Florida Water Management District I I I <v 100 I� IN O r I� m � N I ��O A co .,000' 00000' 5Ji T113 ti I \I1 GRAPHIC SCALE 0 25 so 100 ( IN FEET } 1 INCH = 50 ' CI I -L CURVE TABLE CURVE ; RADIUS DELTA LENGTH CHORD CHORD BEARING C 10 200. 00' 16' 12'39 " 56. 59' 56. 40' N33'29 22 V C 11 200. 00' 11'28'38" 40 06' 40 00' NJ ' 0722'W C 12 204. 00' 04'59'04 " 17 40' 17.39' N39'21 '13 "W 068 175.00' 11*22'14" 34.73' 34.67' S36'09'37'E C69 17.5, 00' 05'05'28" 15.55' 15.54' S27'5546E C72 25. 0' 90'00'00" 39 27' 35.35' 5193657"W C108 510 00' 05' 18'16" 4722' 4720' N6I *57'49"E C215 15.00' 92'29'34" 24.21 ' 21.67' N12' 1620 0E C216 80&00' 14'.5676" 208.65' 208.06' N2630'090W C217 16. 00' 56'09'13" 15. 6`8' 15. 06' S53 `27.3'9 "E C235 600. 00' 37'41 '51 " 394.77' 387 6.9' S12'37'57E NOTE: AU DIMENSIONS ARE TO THE" H11AVREPW OF A FOOT. TANGENT TABLE LINE BEARING DISTANCE T103 S25 231031E 13.75' T110 N6528'15'1N 74.43' T111 N46'31 '56 V 59.66' T112 N54'11'34'1N 53.04' T113 S87'26'07 "W 42.57' T114 SO4*06'11 "W 58.52' T115 S21'03'321F 47.61 ' T124 N58'31 '07"E 30.82' T 125 N33'58 27'1N 54.89' T126 N1901'51'1N 5.41' T127 N57*28'12'1N 17.98' T128 N20'45'02'W 63.18' T129 N25' 19'0.3 "E 26.77' T130 N04 34'20'E 31.96' T131 N61'44'05'E 34.00' T132 N2249'14 "W 45.07' T133 N25'0727"VY 52.9 1' T134 N37'23'40'1N 27.03' T135 S8535'15"W 43.59' T136 S34 48'04 W 44. 11 ' T137 S46 25'04 "W 43.98' T138 S16'10 JI "W 40.73' T139 S21'01'16"W 39.82' 7*140 S332449"W 43.54' T141 S11'4739"W 37.84' T142 S29'01 '14 "E 37.96' T143 S32100'16 "W 38.52' T144 SOO50'08"E 44.48' T145 S23'13'37'E 38.28' T146 S3o'10'46"E 31.72' T147 S79°30'31 "E 39.40' T148 N78'04'45'E 21.59' T749 N78704'45E 47.64' T150 N11 '1341 'E" 70.09' T151 N194531 "W 38.77' T152 N55'4936'E 67.60' T153 525 23'03 "E 112.99' T154 S25'23'03"E 14.90' T155 N64 3657"E 60.99' IVA TCH LINE SHEET 7 COPELAND AND SONS, INC. 3= LAND O'LAKES BLVD. LAND 8 ES FLAA9 639 813-949-7165 Le NO. 6 SHEET 6 OF 21 SHEETS 1■ 1■low®�I I� �I� HIDDEN RIVER PHASE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAY 0F A PORTION OF TRACTS 1, 2 39 4A, 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A RfPLAT OF A PORTION Of TRACTS 108, 117 AND 124, ZEPHYRkf1LL5 COLONY COMPANY, PLOT BOOK 1 PAGE 55 CITY OF ZEPHYRHIt6S, PASCO COUNTY, FLORIDA CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C 13 100. 00' 38'30'49 " 67.22' 65. 96' N44'3827 "W C73 63.00' 35'06'02" 38.59' 37.99' S42'56'04 "E 080 35.00' 77'01 '38" 47. 05' 43.59' N63'53'51 "W 086 163.00' 21'3656" 61.49' 61.13' N34' 18'52'* C137 100.00' .31'2943" 54.97' 54,28' N38'07'14"E C 138 50.00' 39'3547" 34.55' 33 87' N 15',30'34E C140 210.00' 26'3942" 97.72' 96.84' N09'02'31 "E C215 15.00' 92'29 34 " 24.21 ' 21.67' N12' 16 20 "E C217 16.00' 56'09'13" 15.68' 75.06' S53'27'39"E C281 63.00' 221 '5536" 244.02' 117.66' N08'33'08"E C282 173.00' 35'06'02" 104.33' 105.98' N42' 1620"E C283 173.00' 143'01'19" 431.84' 32814' S'48'00'16"E TANGENT 7,4BLE T40 N427,1759 "W 27.56' T41 IV7124'00 "W 22. 11 ' T42 S86442'04'* 17.85' T70 N63 53'51 "W 26. 09' T82 N36"21 '50 "E 65.14' T83 NO3 50'16 "E 61.77' T84 N38 39'57V 45.66' T85 N52'20'09 V 49. 97' T86 N85'20 29'* 43. 68' T87 S7546'08 V 37.76' T88 5225521 "W 51.72' T89 S45154 24 "E 5.324' T90 S44'45'15 "E 52. 17' T91 S42 49'17"E 42.30' 192 S45'08 26 "E 30.88' T93 N80'32'15 "E 36.80' T104 NO 1' 17'327- 56.16' T705 N44 05'07"W 40.14' T106 N2 1428"W 40.40' T107 N 15 36'0.3'E" 47.48' T108 N31 '46'32 "W 61. 66' T109 N2B*48'.38"W 56.68' T110 N65'28'15'%V 74.43' T111 N46'31 '56 "W 59.66' T112 N54' 11 '34 "W 53.04' T113 S87'26'01 V 4257' T114 SO4'06'11 V 58 52' T 115 S2153'32'F 47 61 ' T116 T 117 S38404'16'E S44 4648 "E 63.92' 70.43' T118 559`1457"E 56.19' 7-119 5JX0J'22T 59.13' r12 S4f*20'27"E 39.94' T121 S34 51 '13 "E 64.87' T122 S43'04'5,6T 30.27' T123 1V53'52'05'E 25.79' T124 N58'31'07"E' 30.82' T125 N33'58V V 54.89' 7'154 S257J'030E 14.90' T155 N64'3657t 60 99' 0 LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol E indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (T`fP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) (P.O.B.) _ Overall Dimension GRAPHIC SCALE = Point of Beginning e (SWFWMD) = Southwest Florida Water Management District 0 as so too NOTE- ALL ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. { IN FEET ) 1 tt 1 INCH = 50 ' N �'- T113� ,n 333 �`` a Tee �I SHEET 20 MA TCH LINE W EET / �I11 N 0, \ N �- 1�� 0000* \ "`', TRACT 324 WETLAND CONSERVAVON \ ; cQ AREA z�\ \ Ot IL a 334 �%" \ r � Cab � O X C. 1 a y WN 0 �, 333, .� 10.00• ; win w 60.00 T86 \A i ��/ TRACT 19 /� / WETLAND /i D Ci ONS RVAT101 AREA T '90 � MA TCH LINE x SHEET 8 � h v SEE SHEET NO. 2 FOR BASIS OF BEARINGS I 324 'pool T42�141 P ?o N 7�929 84 Q m .355j. _ N825u �rrr�■ �� w o io COPELAND AND SONS, INC. 3300 LAND MAKES BLVD. LAND O'WCFS FlA, 34639 e13-s#-4595 813-949-7165 LB Noe MM SHEET 7 OF 21 SHEETS 'I II".I Illli ; L:I lk ill IIILII'�'ill'ilT1�6 Dili �lilll ,I'll --F-TF HIDDEN RIVER .PHASE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTN, RANEE 21 EAST AND A REPI.AT Of A PORTION,OF TRACTS 1, 2 39 4A9 13A, 149 159 AND 19A, CRYSTAL SPRINGS COLOidY FARMS, PIkF BOOK 2, PAGE 24 AND A REPEAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRFIILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 CITY OF 2EPHYRHILLS, PASGO COUNTY, FLORIDA Z� TRACT "B" WETLAND CONSER 770N I AREA ' t6N SHEET 7� MATCH LINE , o y �'�\ 6D•QOi N84 48: _J55j' N82. ,56' - -1 h185'14'02"W S89'34'53"W S$0 2p- - ' 62.82' W 61- 56' `� - 6 t ,45 55. 85 SHEET 18 MA TH I 324 R '0 �` ' U � ta?+ 60 00 T All /0) 0,04 CRYSTAL SPRINGS COLONY FARMS PLAT BOOK 2, PACE 24 w_ C, G�66 6.41'S1 Sj5 ?5, ' 46it 55�3.2� TRACT "C" WETLAAID BUFFER i i IV 1 NOTE.` ALL DIMENSIONS ARE TO THE HLtMOREDTH OF A FOOT L/NE I TRACT "C" WMAN© CONSERVATION w �5 /000 AIao';o'tin „w GRAPHIC SCALE 2s so 100 ( IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS TANGENT TABLE LINE BEARING DISTANCE T82 N36 21 '50'E 65.14' T83 NOX50'16"E 61.77' T84 N38'3957W 45.66' T89 S4554 24 "E 53.24' T90 S44'45'157- 5217' T91 S4249'17"E 42.30' T92 S45'08'261F 30.88' T93 N80'32'15"E 36.80' CURIE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C127 173.00' 72' 11'12" 217.96' 203.83' .51O'42'JJ"W C264 100.00' 51 '©5 29" 89. 77' 86.25' S21 ' 15 25 "W C265 35.00' 73'30'34" 563,15' 345.44' S61 '05'22"W C266 I 173. 00' 86'39'42" 1 97.72' 1 96.84' 1 N0921 '41 'W f - 40. 62' LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 w Symbol D indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument d °© (TYP.) = Typical (P.C.P.) = Permanent Control Point CRYSTAL SPRINGS COLONY FARMS , (DUE) = Drainage and Utility Easement PLAT BOOK 2, PACE 24 COPELAND AND SONS, INC. (DE) = Drainage Easement �, 1k95� ' �� � 3300 LAND O'LA}EES BLVD. d'LAK 34639 (R) = Radial �` � �� LAND 813-9 95 (NR) = Non Radial i ; �k9 613-949-7165 (OA) = Overall Dimension Le NO. 69t10 (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida water Management District SHEET 8 Of 21 SHEETS s N z Uj pjQ pj o� S89'4043 "E 0 S89140'43 "E o z3 o 0 "3 O N 84, 97' 25.0' 25.0' Uj^ Q 0- r o� 324 I 11 a•44 26 50. 00, M24 HIDDEN RIVER PHASE ONE A A PORTION OF SECTIONS 24 AND ZS TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPk.kT Of A PORTION OF TRACTS 1, 2 39 4A, 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY EARNS, PLAT BOOK 2, PAGE 24 AND A REPLAt OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRWILLS Cf31E7NY CtMPANY, PLAT BOOK 1 PAGE 55 CITY OF ZEPHYRHILlB> PASCO COUNTY, FLORIDA 326 THE EIVERALD POINTS 10' BUFFER AND LANDSCAPE EASEMENT RV RESORT PHASE THREE PLAT BOOK 38, PAGES 7--11 ^ A �w ., 1210.32' 'T H" 759. 41 ' "VP UFT SrA77ON-1 339.24' T N 7l4ACT 'p" a OW �272 114.16'T © Afz �$ S89'40'43"E 1 14. 16' - 26 iu.v 705.56 C50 F . f>A r/SON Cl�`�5 DRY!!' (FRtvoT q ..• �� /' �'�- J %° _ 705.56' G �r 240.48' ' N89'40'4.3 "W S89'56'58' E MATCH LINE �� ■..r�.s r.r� �ir� SHEET 13 N 1 190.51T, -- r C250 '6 i TRACT'"A �I WETLAND CONSERVATION AREA ^Iry i TACT#A'" �z tis WETLAND CFNSERVArION AREA Ati ��A �s- '�'�+\% w^ CL F- c N 50 2 �� G232 4 S 50 00 C233 / �s Ca¢ � 8 61Y f '��� �a •�f,' s 1 � 19. 0000 27'8`i B7'S2 04 "E �7 SEE SHEET NO. 2 FOR BASIS OF' BEARINGS GRAPHIC SCALE 0 25 so 100 ( IN FEET ) i INCH = 50 CURVE TABLE CURVE RADIUS DEL TA LENGTH CHORD CHORD BEARING C5 175 00' 47'33'32" 145.26' 141. 13' N66'32'31 'E C6 125 00' 47'33'J2" IOJ.76' 100.80' N66'3231 "E C25 100.00' 47'33'32" 83.01 ' 80.64' S66'32'31 "W C26 100.00' 28'23'50" 49.56' 49.06' S76'0722"W C48 25.00' 90'03'45" 39.30' 35.37' S44'38'507- C49 25.00' 89'56'15" ,39.24' 35.34' N45'21 '10'E C50 150.00' 21'0222" 55.08' 54.77' N79'48'06"E C51 150.00' 26'31 '10" 69.43' 68.81 ' N56'0120'E C52 150.00' 47'33'32" 124.51 ' 120.96' N66'32'31 'E C231 225.00' 19' 10'55" 75.33' 74.98' S80'43'49'W C232 175.00' 19' 10'55" 58.59' 5832' N80'43'497- C233 200, 00' 19' 10 55" 66, 96' 66. 65' N80'43'49 "E' C234 200.00' 47'33'32" 166.01 ' 161.29' 566'32'31 'W C238 150.00' 15' 19 28" 40,12' 40. 00' N50'25'29 "E C242 225.00' 42 '00'01 " 164.94' 161.27' N69' 19'18'E C243 157. 10' 41 '56'19" 174.99' 112.44' N69' 17'36"E C248 310.00' 47'33'32" 257.32' 250.00' S66'32'31 V C249 310.00' 37' 15102" 201.55' 198.01' S61 '23'16"W C250 310.00' 10' 18'30" 55.77' 55.70' S85' 10'02"W C251 250.00' 90'00'00" 392.70' 55.55' 544'36'58"E C252 250.00' 23'2358" 102.10' 101.39' S77'54'59"E C253 250.00' 22 ' 10'30" 96; 76' 96.15' S55'07'45 "E C254 250 00' 44'25'32" 193.84' 189.02' S21 '49'44'E C267 225.00' 2'49'04 " 89.61 ' 89.01 ' N59'43'50'E C272 150.00' 214 04" 84.39' 83.28' N74' 12'15'E 0273 100.00' 19'09'43" 33,44' 33.29' N52'20'36"E TANGENT TABLE LINE BEARING DISTANCE T 156 N39'34'J I "W (NR) 40. 00' T157 S50'2529W 40.00' T158 S3934'31 'E (NR) 40.00' T167 N80'07'44 "E 49.82' T168 N80'0744 "E 32.32' T169 N58`30'50 "E 33.34' T171 S6129'04"E (NR) 42.79' T172 SJ0'37'06'W NR 34.64' NOTE ALL DWENSIONS ARE TO THE HUNDREDTH OF A FOOT. LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol © indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District COPELAND AND SONS, INC. 3= WO 0'LA W BLVD. LAND O%AM RA. 34639 813--94-44%5 813-949-7165 LB NO. am SHEET 9 OF 21 SHEETS IO 25, 0' 25. 0' I 110.00' 10' DUE (TYP) p 36 25. O' T 25. 0' R HIDDEN RIVER PHASE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPIAT Of A PORTION OF TRACTS 1, 2 31, 4A, 13A, 149 159 AND 19A, CRYSTAL SPRINGS COLONY F,RRMS, PLAT 600K 2, PAGE 24 AND A REPEAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK t PAGE 55 CITY OF ZEPFtYRHILLS, PASCO COUNTY, FLORIDA -11 U 'l SHEET 4 58.9'36'S8 "E 110.0 0' I _ MA TCH LINE 5 OL. o 10' DUE (TYP) �N 0 Io 2 �r 329 I �I 25. 0' 25. 0' �° I I I I 327 25 0' 25 0. / (b ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS GRAPHIC SCALE 0 28 s0 100 ( IN FEET ) 1 INCH = 50 ' Q •1 NOTE:• ALL DIMENSIONS ARE TO THE HlUNDREWH OF A FOOT. ro 38`"r N �i V CURIE 548LE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C7 105.00' 64' 13'55" 117.71 ' 111.64' N32'30'00'T C14 375.00' 641355" 420.40' 398.73' N32'30'00'E C59 80.00' 64'13'55" 89.68' 85.06' S32'30'00'W C60 130. 00' 18'21 51 " 41. 67' 41. 49' 509'33'58 v C61 130.00' 23'04'26" 5235' 52.00' S30' 17'07'W C62 130.00' 22'4738" 51.72' 51.38' S53' 13'09"W C100 240.00' 22'47'38" 95.48' 94.85' N53' 13'09"E C101 240,00' 23'04'26" 96.65' 96.00' N30' 17'07'T C 102 240.00' 18'21 '51 " 76.92' 76.59' N09'33'58 "E' C 104 240.00' 14.21 '14 " 60. 76' 60. 00' N47'43101 "E C108 510.00' 05'18'16" 47.22' 4720' N61'57491E C109 500,00' 08'36'09" 75.07' 75.00' N55'00'37'E C110 510.00' 09'36'19" 85.50' 85.40' N45'54 23"E C235 600.00' 37' 41 '51 " 394.77' 387.69' S 12 '37'57'E C236 510.00' 21 '09'19" 188.31 ' 187.24' S10'5741 V 0237 700.00' 15' 19'23" 187.21 ' 186, 65' S 13'52'39 "W C275 240, 00' 40'09'08" 168.19' 164. 77' N20'2736 "E C276 350.00' 24'0447" 117.09' 146.01 ' N52'34'34 "E C277 400. 00' 23'30'44 " 164. 15' 163. 00' N52 *513I IT C278 350.00' 40'09'08" 245.28' 240.29' N20'27367' C279 400.00' 40 *43'11 " 284.28' 278.33' N20'44'38'T C280 510.00' 19'33'19" 174.06' 773.22' NJ ' 191007E C284 240.00' 24'04'47" 700.86' 100.12' N52'34'34 E TANGENT TABLE LINE BEARING DISTANCE T128 N20'45'02 "kY 63.18' T129 N25'19'03'E 26.77' T130 N04:34'20'T 31.96' T131 N61'44'05'E 34.00' T132 N22'49'14 "VY 45.07' T133 N25'0727"W 52.91 ' T134 N3723'40"W 27.03' T135 S65'35'15 "W 43.59' T136 S34'48'04 "W 44. 11' T137 S4625'04"W 43.98' T138 516'10'31 "W 40.73' T139 521 01 '16'* 39.82' T140 S33'2449 "W 43.54' T741 S11 *47'39 "W 37.84' LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) Permanent Reference Monument (TYP.) = Typical 1�� ..r�wr�wrr. .rrrM err arr>r�. .for (P.C.P.) = Permanent Control Point (DUE) Drainage and Utility Easement (DE) = Drainage Easement (R) Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District ■ ■wwx� COPELAND AND SONS, INC. 33W LAND O'LAtMS BLVD. uwo O'i nttl- FLA. 344539 813-9 -4595 013-949-7165 Le NO. 6M SHEET 10 OF 21 SHEETS LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 A PORTION Symbol 0 indicates (P.R.M.) Found LB No. 6900 39 4A9 13A, Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.0.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE:' ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. THE EMERALD POINTE RV RESORT PHASE THREE PLAT SOON 38, PAGES 7-1 I TRACT"C" A �DN vS89'40'43 "E 339 24' �- 114.16' L� !DAWSON CHASEo W) S89'40'43 "E 114. 16' A 114.16 ACL r oi— rn W 7 4 H , UNPLA 7TED LAND 325 S89'44'14 "E 56.2 ����,� � ii 2�.s4' TRACT �,4 WETLAND BUFFER TRACrA'� _.st".5i�3 _� 168����.,-,-�,...,._ - - _ _ 5,�� �'-_ ra4- s�►n-,t.r�.i��r rwe�ra:�r-sir 1318.37' 325 GRAPHIC SCALE 0 25 so too ( IN FEET ) 1 INCH = 50 SEE SHEET NO. 2 FOR BASIS OF BEARINGS HIDDEN .RIVE, PHASE- O.1,E A LEGEND: _ Lot Corners — 5/8" capped iron rod LB No.6900 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2 Symbol 0 indicates (P.R.M.) Found LB No. 6900 39 4A9 13A, 149 159 AND 19A, CRYSTAL. SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol ■ indicates (P.R.M.) Set LB No.6900 OF TRACTS 108, 117 AND 124, ZEP'HYRHILLS COLONY COMPANY, PLAT BOOK 1 PAOE 55 Symbol • indicates (P.C.P.) LB No.6900 CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District N0rF. U PLA TIED LAND ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT .E _ S�� 4y 41_-t _ _ 172.04' TRACT"A 4-�32'E WETLAND BUFFER 68 31 ' '�` Sj5,�332 a' T1.6 N89' 18'29 "E TRACT "A " 83 9. ` ss8 14.30' DRAINAGE EASEMENT 4,320 �Irk 238'06 S81'S6 5j ii;'; — " 65.95 TRACT'A" WETLAND CONSERVATION AREA 1318.37' 47.5,3 C247 61' N79'40'14 "E S 14.38' ''r¢o TRACT"A" WETLAND BUFFEF 0' 1-�'' .� 1 ' ' J CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C244 25.00' 50'07'54 21.87' 21.18' S64'40'17"E C245 170. 00' 70'48'54" 210..11 ' 196.99' S75.00'471- C246 60.00' 90' 10'55 66.96' 66.65' N80'43'49'E C247 163,.9.4' JO*2928" 87.24' 86.22' N81'01'33"E C268 16J.94' 26'42 0" 76.41 ' 75.72' N82'55'07"E C269 163..94' 03'47'08" 10.83' 10.83' N674023'E GRAPHIC SCALE 0 25 so 100 { IN FEET } 1 INCH = 50 s SEE SHEET NO. 2 FOR a BASIS OF BEARINGS TANGENT TABLE LINE BEARING 4/STANCE 7-164 S00'00100'E 21.02' T165 508'03'24E 14.74' T166 .S61'4126E 14.74' COPELAND AND SONS, INC. 3300 LAND O'LAKES BLVD. LAND O'LAKS ALA. 34639 s13-94-4595 813-949-7165 LB No. 8M SHEET 12 OF 21 SHEETS -- HIDDEN RIVER PHASE ONE A A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT OF A PORTION OF TRACTS 1, 2 39 4A9 13A9 149 15, AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT SOUK 2, PAGE 24 AND A REPEAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 CITY OF ZEPHYRHILLS, PASGO COUNTY, FLORIDA TANGENT TABLE LINE BEARING DISTANCE T172 S3YJ7'06'W 34. 64' f o� 324 I� CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C30 185.00' 49`21 '21 " 159.36' 154.48' SJO'53'39 "W C31 16000' 15'19'23" 4279' 42.66' NIJ*52'39"E C32 1050.00' 21 `09'19" 387 69' 385.49' N10'5741 1E C251 250.00' 90'00'00" 392.70' 355.55' S44'36'58"E C252 250.00' 23'2358" 102.10' 101.J9' 577'54597- C253 250.00' 22' 10'30" 96.76' 96.15' S55'0745t C254 250.00' 44 `2532" 193.84' 189.02' S21 `49'444 `E TRACT "A H S89'36'58"E� 20.00' cs RW C`s N73•4' ' 199, SHEET 9 $9 MA TCH LINE" GRAPHIC SCALE ( IN FEET ) 1 INCH = 50 ' 41. 500'23'02 "W 2.84' TRACT»A 4 DRAINAGE EASEMENT LEGEND; Lot Corners = 5/8" capped iron rod LB No.6900 tJ�© Symbol 13 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 Symbol • indicates (P.C.P.) LB No.6900 G (P.R.M.) = Permanent Reference Monument (TYP.) = Typical ., (P.C.P.) = Permanent Control Point ' (DUE) = Drainage and Utility Easement (DE) = Drainage Easement ' (R) = Radial MA TCH LINE (NR) = (OA) = Non Radial Overall Dimension �� �� ��' s ��' "..�" '�'. �" ' .mow "". "■"` �"".' n '"■" "■ SHEET 20 ..r r . r' r� .�. �"�' (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE.- ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. SEE SHEET NO..2 FOR COPELAND AND SONS, INC. &SI,S OF 6-E RINGS LAW O'LAM r�.v�a. U1Nly 4'We I.A. 34839 813-94 —4595 813-949-7165 19 No. 69W SHEET 13 OF 21 SHEETS IIIIIIIIIIIIINI HIDDEN RIVER. P -ASE ONE H A LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 , A. PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH,, RANGE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2 Symbol 0 indicates (P.R.M.) Found LB No. 6900 3, 4A, 13A, 14, 15, AND 19A, CRYSTAL SPRINGS COLONY FARM$., PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol 0 indicates (P.R.M.) Set L13 No.6900 OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 Symbol * indicates (P.C.P.) LB No.6900 CITY OF ZEPHYRHILLS,, PASCO COUNTY, FLORIDA (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District IvOrE.- All 0111ENSIONS ARE TO THE HUNDREDTH Or A F00r � v ; �-61010 TRACT�A " WETLAND CONSERVA 77ON SEE SHEET NO. 2 FOR BASIS OF BEARINGS 5651 ,5,8y 0j9'6 JLW-4,� , - _::- I 53.68 A0 S -rf?,4CTO 13UFFER COND W J 20�Cass N : Z�P I - 001� I I H LINE,, 00000* .S�JEET 1, 000,00 00007, � F 324 **woo* 000000 000000 CURVE- TABLE CURVE RADIUS DEL TA LENGTH CHORD CHORD BEARING C255 325. 00' 02 * 55105" 16.55' 16.55' IV5 9'32 '14 'L- C256 275.00' 10*50'56" 5207'. 51.99' N55*34'197- C257 325. 00' 05 *25 '29 " 30. 77' 30. 76' N52'5 1 '35'E C256 185.00' 27' 13'09" 87.8,9' 57 06' IV69'10'54"E C259 195.00', 62 '46'51 - 2 la 67' 203. 14' 1 S65 '49'06"E GRAPHIC SCALE 0 25 50 100 IN FEET I INCH = 50' COPELAND AND SONS, INC. 3300 WO'M FLD. g13-9 &W9j813--949-7165 LB No. 61M SHEET 14 OF 21 SHEETS LEGEND: HIDDEN,RIVE� PH— SE ONE A Lot Corners = indicates capped iron rod LB B No. o A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A R`EPLAT OF A PORTION OF TRACTS 1, 2 Symbol 0 indicates (P.R.M.) Found N 69 6900 39 4A9 13.A, 149 151 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A R.EPLAT OF A PORTION Symbol ■ indicates (P.R.M.) Set LB No.69(70 Symbol 0 indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 (P.R.M.) = Permanent Reference Monument CITY OF ZEP`HYRHILLS, PASCO COUNTY, FLORIDA (T`t'P.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Nan Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District ,�� 0 9 8,, 56y QS�' 0' 1 }' NOTE.• ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. SHEET 12 MATCH LINE ,^� TRACT"A" �^� AZ WETLAND CONSERVAT/ON AREA i U 38 �6' 6Y $_81.56 5.3 v_r 324 TRACT"A " WFTL.QNU R[IFFFR CURE TABLE' CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING C41 165.00' 05'2528 " 15.622' 15.62' N52'51 '35 "E C42 172.00' 69' 11 '47" 207.73' 195.33' N20'5826"E C259 195.00' 62'4651 " 213.67' 203. 14' S65'49'06'' C260 172 00' 09' 13'06" 27. 67' 27. 64' 1V60' 10'521F C261 62.00' 53'59'26" 58.42' 56.29' S71 '02'47"E 0254 250.00' 44'25132" 193.84' 189.02' S21 '49'44'E TRACT IV PA COMMON AREA 50.0' Z W w L 6 0 50.0' 4 a v ILI ti GRAPHIC SCALE 0 25 s0 100 ( IN FEET } 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS TANGENT TABLE LINE BEARING DISTANCE T6 S08'5447'W 31.88' T7 S20 2854'W 23. 05' T160 S45'13'18'* 33.47' T161 S45'13'18W 25.01 ' T162 N8822'061F 23.40' T163 S0945'160E 21.07' T173 N43'1459'E (NR) 19.38' T174 S89' 12104 "E 16.14' COPELAND AND SONS, INC. 33W LAND o•LAM W.vo. LAND Q'LAiCfS FLA. 34639 513-941-4505 813-949-7165 LB No. 6= SHEET 15 OF 21 SHEETS LEGEND: HIDDEN RIVER PHA S ONE A Lot Corners = Symbol 0 5/8" capped iron rod LB No.6900 indicates (P.R.M.) Found LB No. 6900 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAT . OF A PORTION OF TRACTS 1, 2 Symbol ■ indicates (P.R.M.) Set LB No.6900 39 4A, 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A REPLAT OF A PORTION Symbol 0 indicates (P.C.P.) LB No.6900 OF TRACTS .108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 5 (P.R.M.) = Permanent Reference Monument CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE.• ALL DIMENS/ONS ARE TO THE HUNDREDTH OF A FOOT. 324 TANGENT TABLE LINE BEARING DISTANCE T6 S08'5447W 31.68' T7 S20`2854 "W 23. 05' T8 S41'35'38V 40 45' r9 S73.05'25 "W 19. 94' rio s63•o3'36"W 13.33' T11 S 12'35 28"W 19.37' T12 S3153 21 W 11. 78' T 13 S54'08 27"W 30.22' T14 S70'5648"W 3O.20' T15 S81'11'36"W 29.73' T16 S52'30'01 'W 23.20' T159 S65'51 '197- 3.33' T160 S45'13'18"W 33.47' T161 S45' 13'18'W 25. 01 ' T174 S89' 12'041F 1 16.14' CURVE TABLE CURVE RADIUS DEL TA LENGTH CHORD CHORD BEARING C40 C41 435.00' 165.00' 10'50'56" 05'2528" 82.37' 15.62' 82.24' 15.62' N55'34'19'F N52'51 '35'E SHEET 15 MA TCH LINE . k1 Sg5'3 .51,29`'W 10. 5' 5 J'EN88'42' �n �•30 , 42.0, S1 , •Zs' GRAPHIC SCALE 0 25 so 100 ( IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS -- TRACT "o" CORNER!{ nov EABEM 0Z/V-1 TRACT C ka DRAINAGE EASEMENT 1� t,, Q N W CO LLJ 4 ep- L-Lj lb 64-040 $$� S6$' s$6'26'o3"w�•' o •2�/ G� �L `'� pi, 'p , `',",,,s -` Copy 1 TRA CT N 1 09 �0 p a 50.00 g2�28'2,-� 51-61 g 1 �' Sj �, COO/ V 1 EA 9,W e 56�• �8 65 �'� •gg.81 r,, b. 7159 571.3� 3�' TRACT C �, ���•o�. g�. �. � WVLAND CONSERVA77ON AREA e--- __..- -- --__ _ - __- ---------SOUTHBOUNDARYSE 114 SECTION 24-26-21---_ NORTH BOUNDARY NE 114 SECTION 25-26-21 .--------- OaLti �� 0' MA TCH LINE cRoy SHEET 17 d- R P.O. B. NE CORNER SEC.25 AND a Q L6 SE CORNER SEC. 24 .. 24 19 ---- 2.6. O � oo 30-- G FAST UAC NE 114- NE 114 SEC7701V 25-26-21 �COPELAND AND SONS, INC. 3300 LAND O'IAKES BLVD. LAND O'1JA#fE FLk 34639 813-9 -4895 813-949-7165 L9 NO. 69M SHEET 16 OF 21 SHEETS LEGEND: Lot Corners = 5/8" capped iron rod LB No.6900 A PORTION Symbol 0 indicates (P.R.M.) Found LB No. 6900 Symbol ■ indicates (P.R.M.) Set LB No.6900 39 4A9 1 3A Symbol indicates (P.C.P.) LB No.6900 (P.R.M.) = Permanent Reference Monument (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (N'R) = Non Radial (OA) = Overall Dimension (P.O.B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District NOTE ALL DIMENSIONS ARE 70 THE HUNDREDTH OF A FOOT. HIDDEN RIVER PHA SE ONE A OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPEAT OF A PORTION OF TRACTS 1, 2 149 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PAGE 24 AND A k2EPLAT OF A PORTION OF TRACTS 108, 117 AND 124, ZEPWYRHtLLS GOLdNY COMPANY, PLAT BOOK 1 PAGE 55 CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA CURVE TABLE CURVE RADIUS DELTA LENGTH I CHORD CHORD BEARING C262 205.00' 85.20'58" 1 305.37' 277.91 ' 1 S11.11 '36"W n SEE SHEET NO. 2 FOR BASIS OF BEARINGS TANGENT TABLE LINE BEARING DISTANCE T21 N82'4236 "W 22. 11' T22 S815241 "W 34.75' T23 S5423'09 "W 30.63' T24 S74 29'11 W 31.10' T25 S82.49'15 "W 37.97' T26 S73'30'54 "W 26.78' T27 S66'0356'W 25.57' T28 S24 06'18"W 16.32' T29 S 19'03'521F 29.46' T30 S38'0521 "W 31..37' T31 S73'30'34 "W 13.66' T32 S33'41 'GJ"W 17.07' T33 S58'09'21 "W 31.87' T34 N88.4344'1N 26.37' T35 S66'31 '35 "W 27. 66' T36 S20'29'40 AW 42. 05' T37 S54`05'57'* 42.74' T38 S82' 1828 "W 28.17' T39 S4824'13"W 38.73' SHEET 20 SHEET 19 MATCH LINE MATCH LINE ,A-� �# ,lg`� 6.30 1� , D BUFFER , 5 4s3?< gWN- 94.90 , TRACT "C 8106 , — ss •02 52 w DRAINAGE EASEMENT 54 29 W 13 . 4. r �4� S?/ � � / t 0. J 324 587.45'32 " 36.64' -k` ,o TRACT V n WETLAND CDNSERVARON AREA ,A� 33 . T34 =5 y9 A/ �. TRACT "C" ''W- N WETLAND BUFFER i" X- & � SCR# �' 2 929'i N844828_'Wsi.� B3 89' f k9 254P .. 20'S6c- l - N85`14'02_"W S8934'53"W ' P _ -*2 yy S80 E2 B2' ..t _ - --` ' 61.56'• 't - 61.45 55.85' 22 �'U4 TCH LINE MA TCH LINE SHEET 8 SHEET 21 k GRAPHIC SCALE 0 25 50 100 IN FEET ) I INCH = 50 ' is COPELAND AND SONS, INC. 33M maus . 1AW 3' 813-949-7165 Le NO. 89W SHEET 18 OF 21 SHEETS LEGEND- HIDDEN RIVER, PHA SE ONELot Comers = 0 Symbol 5/8" capped iron rod LB No.6900 indicates (P,R.M.) Found LB No. 6900 A PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH RAN -GE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2 Symbol § indicates (P.R.M.) Set LB No.6900 39 4A9 13A9 149 159 AND 19A, CRYSTAL SPRINGS COLONY' FARMS, PLAT BOOK 2, PAGE 24 AND. A REPLAT OF A PORTION Symbol 0 indicates (P.C.P.) LB No.6900 OF TRACTS 108, 117 AND 124, ZEP:HYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 (P. R. M.) = Permanent Reference Monument CITY OF ZEPHYRHILLS9 PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial (OR) = Overall Dimension (P.0,B.) = Point of Beginning (SWFWMD) = Southwest Florida Water Management District MOM - ALL DIMENSIONS ARE TO ME HUNDREDTH OF A FOOT SEE SHEET NO. 2 FOR BASIS OF BEARINGS GRAPHIC SCALE 0 25 50 100 CURVE TABLE I CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING 039 165,00' 05.25 28" 15.62' 15.62' N58' 17'03 `lF IN FEET C40 4J5.00' 10*50'56" 82.37' 82.24' N55*34'19"E 1 INCH = 50' C41 165.00' 05*2528" 15.62' 1 15.62' N52'5 1 '35 'E TAOOONGENT ITABLE32T4 LINE BEARING OlSrANCE T16 S52*30'0I "W 2J.20' T77 S10'4759"E 22, 10' 000000, T18 S64 *04'34 *W 36.85' 4 0000000 T19 S4 1'46'12T 19. 47' 000,00 T20 $02*09.32 7- 21.25' S • p�5,�0 000000 LINE MA TO ---- -------------------- �-- —[ — — — — — — — — — — — — — — — — — — — & A 324 IK low 1 t A. .09 5 6 2`8 '42. .31 low TRACT IC 0 S7 2 � 511 DRAINAGE EASEMENT N I-. Jo low'2 SOUTH BOUNDARY SE 114 SECrION 24-26-21 7' !-�-414L Z- —--------- —---—-------- NORTH BOUNDARY Nr 114 SECTION 2,5-26-21 -�� TRACT '"C" WETLAND CONSERVA TION AREA c� 9 U 40' MA TCH LINE MA TCH LINE SHEET 18 SHEET 17 IV. 4, COPELMW LANMD D 0AND1AXim��NS, INC. 1. LMD 1101 M 469nX 5 3"39 $13-949-7165 05 Le NO. BOA30 • SHEET 19 OF 21 SHEETS LEGEND: IDDEN RI1' ' PHASE HA Lot Corners = Symbol 0 ni capped iron rod LB No.6900 indicates (P.R.M.} Found LB Na. 69Q0 id PORTION OF SECTIONS 24 AND 25 TOWNSHIP 26 SOUTH, RANGE 21 EAST AND A REPLAT OF A PORTION OF TRACTS 1, 2 Symbol ■ indicates (P.R.M.) Set LB 0 3, 4A, 13A, 14, 159 AND 19A, CRYSTAL SPRINGS COLONY FARMS, PLAT BOOK 2, PACE 24 AND A REPLAT OF A PORTION Symbol • indicates (P.C.P.) LB No.6900 6900 OF TRACTS 108, 117 AND 124, ZEPHYRHILLS COLONY COMPANY, PLAT BOOK 1 PAGE 55 (P.R.M.) = Permanent Reference Monument CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA (TYP.) = Typical (P.C.P.) = Permanent Control Point (DUE) = Drainage and Utility Easement (DE) = Drainage Easement (R) = Radial (NR) = Non Radial CURVE TABLE (OA) = Overall Dimension (P.O.B.) = Point of Beginning CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING (SWFWMD) = Southwest Florida Water Management District NOTE 030 185.00' 49'21 21 " 159.36' 154.48' S3©'53'39'1�V C31 160,00' 15' 19'23" 42.79' 42.66' N13'52'39'E ALL DIMENSIONS ARE TO THE HUNDREDTH OF A FOOT. C32 1050.00' 21 *09'19" 387.69' 385.49' N10'57417- 1 GRAPHIC SCALE Q 0 25 50 100 �----ice- ---� ( IN FEET ) 1 INCH = 50 ' SEE SHEET NO. 2 FOR BASIS OF BEARINGS 324 SHEET I J •� • rs. � � �� .....� �. �� ..._� ..�� .�.� .r.. ....... �...... .�..� ate.. �. � ...�.••�'" MA TCH LINE Ztz 324 Q E o. P0E o RPM U) j Nam. c,5 O , `M O Za• — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SOUTH BOUIMARYSE 1/4 SECTION 24-26-21 � �j�$ ----------------_._.__..__ i�ORTHeDLiNt3��rNE i/¢ s—Crioni2.�--s-2r--------- —---------- 01 Gy MA TCH LINE IVA TCH LINE �R , SHEET 7 SHEET 18 COPELAND AND SONS, INC. 1AM 01LA `s KVD. LNdU $1L — UM 813-949-7165 LB No. 69W lk SHEET 20 OF 21 SHEETS