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HomeMy WebLinkAboutApproved SurveysLEGAL DESCRIPTION PARCEL 1: OVERALL PARCEL THE SOUTHEAST ONE -QUARTER (SE 1/4) OF THE SOUTHEAST ONE -QUARTER (SE 1/4) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST AND ALL THAT PART OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF THE SOUTHEAST ONE-OUARTER (SE 1/4) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LYING SOUTH OF THE CENTERLINE OF THE PRESENTLY EXISTING DRAINAGE CANAL. LESS AND EXCEPT THE EAST 70.00 FEET AS CONVEYED TO ST. LUCIE COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA BY VIRTUE OF THE SPECIAL WARRANTY DEED RECORDED OCTOBER 29, 2008, IN OFFICIAL RECORDS BOOK 3028, PAGE 2670, PUBLIC RECORDS OF Sr. LUCIE COUNTY, FLORIDA. PARCEL 2: THE EAST ONE-HALF (E 1/2) OF THE SOUTHWEST ONE -QUARTER (SW 1/4), THE SOUTHWEST ONE-OUARTER (SW 1/4) OF THE SOUTHEAST ONE-OUARTER (SE 1/4) AND THAT PART OF THE NORTHWEST ONE -QUARTER (NW 1/4) OF THE SOUTHEAST ONE -QUARTER (SE 1/4) LYING WEST OF THE CENTERLINE OF THE PRESENTLY EXISTING ROAD, ALL IN SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST. AND ALL THAT PART OF THE NORTHWEST ONE -QUARTER (NW 1/4) OF THE SOUTHEAST ONE -QUARTER (SE 1/4) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST LYING SOUTH OF THE CENTERLINE OF THE EXISTING CANAL. PARCEL 3.' A PARCEL OF LAND BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (NE 1/4), RUN EAST 100 FEET,' THENCE SOUTH TO THE CENTERLINE OF THE EX/STING ROAD; THENCE ALONG THE CENTERLINE OF THE EXISTING ROAD TD THE SOUTH LINE OF THE ONE -QUARTER (1/4) SECTION; THENCE WEST TO THE CENTER OF THE SECTION, THENCE NORTH TO THE POINT OF BEGINNING, ALL IN SECT/ON 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, LESS THE RIGHT-OF-WAY FOR CANAL C-24, PARCEL 4: ALL OF SECTION 25, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST LUCIE COUNTY, FLORIDA, LESS AND EXCEPT THE EAST 70.00 FEET AS CONVEYED TO ST LUCIE COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA BY VIRTUE OF THE SPEC/AL WARRANTY DEED RECORDED OC'109ER 29, 2008, IN OFFICIAL RECORDS BOOK 3028, PAGE 2670, PUBLIC RECORDS OF Sr. LUCIE C(jUNTY, FLORIDA. PARCEL 5: THE WEST 1917.9 FEET OF SECTION 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LESS THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE NORTHWEST CORNER OF SECTION 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST, THENCE RUN NORTH 89'34'08" EAST ALONG THE SECTION LINE, 1858.90 FEET; THENCE FOLLOWING THE TOP OF THE DIKE ADJACENT TO A CITRUS GROVE RUN THE FOLLOWING COURSES AND DISTANCES.- SOUTH 00045'36" EAST 897.42 FEET; SOUTH 53'23'40" WEST 76.67 FEET, SOUTH 67'35'50" WEST 338.81 FEET; SOUTH 33'38'40" WEST 107.30 FEET,' SOUTH 24'07'45" WEST 363.57 FEET SOUTH 01'5745" WEST 176.10 FEET, SOUTH 02'51'46" EAST 601.78 FEET; SOUTH 56'1250" WEST 99.95 FEET; SOUTH 79'51'40" WEST 521.64 FEET,' SOUTH 00'39'20" WEST 718.55 FEET,, SOUTH 30 20'19" WEST 239.78 FEET' SOUTH 72'41,„ 50 WEST 34Z84 FEET' NORTH 50026,10" WEST 288.41 FEET TO A POINT ON THE WEST LINE OF AFORESAID SECTION 35,• THENCE NORTH 00'33'.i0" WEST ALONG THE SECTION LINE, 3249.12 FEET TO THE POINT OF BEGINNING. PARCEL S. ALL OF SECT/ON 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST LUCIE COUNTY. FLORIDA, LESS THE FOLLOWING: THE WEST 1917.9 FEET OF SAID SECTION - PARCEL 7.' THE NORTH ONE -EIGHTH (N 1/8) OF THE SOUTH ONE-HALF (S 1/2) AND ALL <TH T LUCIE T HE RCOUNTY, ONE-HALF (N 1/2) OF SECT/ON 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, FLORIDA. PARCEL B.' ALL OF SECTION 2, TOWNSHIP 37 SOUTH, RANGE 38 £AST, LESS THE SOUTH ONE-HALF (S 1/2) OF THE SOUTH ONE-HALF (S 1/2) (EXCEPT THE EAST 100 FEET LYING NORTH OF (;LADES CUT-OFF ROAD) AND LESS THE WEST 1917.9 FEET THEREOF, ST. LUCIE COUNTY, FLORIDA. PARCEL 9. THE WEST 191 Z 9 FEET OF THE NORTH THREE-QUARTERS (N 3/4) OF SECTION 2, TOWNSHIP 37 SOUTH, RANGE 38 EAST, Sr. LUCIE COUNTY, FLORIDA. PARCEL 10: THE NORTH ONE-HALF (N 1/2) OF THE SOUTH ONE-HALF (S 1/2) OF THE SOUTHWEST ONE -QUARTER (SW 1/4) OF SECTION 2, TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA. PARCEL 11: THE NORTH ONE-HALF (N 1/1) OF THE SOUTHEAST ONE-OUARTER (SE 1/4) O/ HE SOUTHEAST ONE -QUARTER (SE 1/4), OF SECTION 3, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST LUCIE COUNTY, FLORIDAZ PARCEL 12. THE NORTHEAST ONE -QUARTER (NE 1/4) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST LESS AND EXCEPT THAT PART OF THE WEST ONE-HALF (W 1/2) OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SAID SECTION 24, LYING WEST OF THE CENTERLINE OF THE EXIST/N( ROAD, AND LESS AND EXCEPT THAT PART OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SAID SECTION 24 LYING WITHIN THE RIGHT OF WAY OF DIVERSION CANAL C-24, AND LESS AND EXCEPI THE EAST 70.00 FEET AS CONVEYED TO ST. LUCIE COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA BY VIRTUE OF THE SPECIAL WARRANTY DEED RECORDED OCTOBER 29, 1008, IN OFFICIAL RI CORDS BOOK 3028, PAGE 2670, PUBLIC RECORDS OF Sr. LUCIE COUNTY, FLORIDA. TOGETHER WITH THAT PART OF THE NORTH ONE-HALF (N 1/2) OF THE SOUTHEAST ONE-OUART£R (SE 1/4) OF SAID SECT/ON 24, LYING EAST OF THE CENTERLINE OF THE EXISTING ROAD AND NORTH OF THE CENTERLINE OF THE EXISTING CANAL. PARCEL 13. THE FOLLOWING DESCRIBED REAL PROPERTY, LESS AND EXCEPTING THEREFROM THE WEST 128 ACRES THEREOF, HERETOFORE CONVEYED TO JAMES L. OAVIS, AS TRUSTEE, BY SPECIAL WARRANTY DEED RECORDED IN O.R. BOOK 1616, PAGE 244, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 00009'38" WEST, ALONG THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 922.44 FEET TO THE POINT OF BEGINNING,- THENCE RUN NORTH 89'01 '44" WEST, A DISTANCE OF 330.06 FEET; THENCE RUN SOUTH 00'09 38" EAST, A DISTANCE- OF 829.01 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE OF GLADES CUT-OFF ROAD, THENCE RUN SOUTH 44'46'00" WEST ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 3380.72 FEET' THENCE RUN NORTH 00'09'38" WEST, A DISTANCE OF 4649.00 FEET' THENCE RUN NORTH 89'52'09" EAST, A DISTANCE OF 271Z48 FEET TO THE EAST LINE OF SECTION 36; THENCE RUN SOUTH 00'0938" EAST ALONG THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 1431.54 FEET TO THE POINT OF BEGINNING; ALL LYING AND BEING /N SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST AND SECTION 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST, Sr. LUCIE COUNTY, FLORIDA, ALL LESS ANY EXISTING ROAD, CANAL AND RAILROAD RIGHTS OF WAY, AND ALL LYING AND BEING IN ST LUCIE COUNTY, FLORIDA. PARCEL 14: THE SOUTH 1/2 LESS THE NORTH 1/8 AND LESS THE EAST 2717.48 FEET OF SECTION 36, TOWNSHIP J6 SOUTH, RANGE 38 EAST, AND ALL THAT PART OF THE WEST 1/2 LYING NORTHWESTERLY OF STATE ROAD 709 (GLADES CUT-OFF ROAD), SECT/ON 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST - LUCIE COUNTY, FLORIDA, AS DESCRIBED IN O.R. BOOK 587, PAGE 1117, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LEGAL DESCRIPTION CONT'1130 PARCEL 15.' THE WEST 128 ACRES OF THE FOLLOWING DESCRIBED PARCEL OF REAL PROPERTY.• COMMENCE AT THE SOUTHEAST CORNER OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 00'09'38" WEST, ALONG THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 922.44 FEET TO THE POINT OF BEGINNING,. THENCE RUN NORTH 89'O/ 44" WEST, A DISTANCE OF 330.06 FEET, THENCE RUN SOUTH 00.09'38" EAST, A DISTANCE OF 829.01 FEET TO THE NORTHWESTERLY RIGHT -OF- WAY LINE OF GLADES CUT-OFF ROAD; THENCE RUN SOUTH 44'46'00" WEST ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 3380.72 FEET; THENCE RUN NORTH 00'09 38" WEST, A DISTANCE OF 4649.00 FEET; THENCE RUN NORTH 89'52'09" EAST, A DISTANCE OF 2717.48 FEET TO THE EAST LINE OF SAID SECT/ON 36, THENCE RUN SOUTH 00'09 38" EAST ALONG THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 1431.54 FEET TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, AND SECTION 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST, COMPRISING 200 ACRES MORE OR LESS, AS DESCRIBED IN D.R. BOOK 1626, PAGE 244, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, ALL LESS ANY EXISTING ROAD, CANAL AND RAILROAD RIGHTS -OF -WAY, AND ALL SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. [PARCELS 14 AND 15) BEING ALSO DESCRIBED AS FOLLOWS. COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST, THENCE NORTH 00'19 30" WEST, ALONG THE WEST BOUNDARY OF SAID SECTION 1, A DISTANCE OF 614.85 FEET TO THE NORTHWESTERLY RIGHT-OF-WAY LINE OF GLADES CUT-OFF ROAD (STATE ROAD 709) AND THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE CONTINUING NORTHERLY ALONG THE SAID WEST BOUNDARY OF SECTION 1, BY THE FOLLOWING COURSES AND DISTANCES THENCE CONTINUE NORTH 00'19'30" WEST, A DISTANCE OF 2,020.44 FEET- THENCE NORTH 00003'51 " WEST, A DISTANCE OF 2,798.84 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, THENCE NORTH 00'5525" WEST, ALONG THE WEST LINE OF AFORESAID SECTION 36, A DISTANCE OF 2,255.29 FEET TO THE SOUTH LINE OF THE- NORTH 1/8 (ONE -EIGHTH) OF THE SOUTH 1/2 (ONE-HALF) OF SAID SECTION 36; THENCE NORTH 8959 38" EAST, ALONG LASTLY SAID LINE, A DISTANCE OF 3,86ZO2 FEET TO THE EAST LINE OF THE WEST 128.00 ACRES OF THOSE LANDS DESCRIBED IN O.R. BOOK 1626, PAGE 244, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 00'0849" EAST, ALONG THE SAID EAST LINE, A DISTANCE OF 3,219.16 FEET TO THE SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF GLADES CUT-OFF ROAD (STATE ROAD 709); THENCE SOUTH 44'46'03" WEST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 5,430.50 FEET TO THE POINT OF BEGINNING. PARCEL 16.' EAST 1/2 OF SECTION 23, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPT THE SOUTH 845 FEET THEREOF. PARCEL 17.' EAST 1/2 OF SECTION 26, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST LUCIE COUNTY, FLORIDA, TOGETHER WITH THE SOUTH 845 FEET OF THE EAST 1/2 OF SECTION 23, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. LEGAL DESCR/P710N CONTO_ PARCEL 1B: BEING A PARCEL OF LAND LYING IN SECTIONS 34 AND 35, TOWNSHIP 36 SOUTH, RANGE' 38 EAST, ST. LUCIE COUNTY, FLORIDA, THE BOUNDARY OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST; THENCE RUN NORTH 89'34 08" EAST, ALONG THE SECTION LINE, 1858.90 FEET; THENCE FOLLOWING THE TOP OF A DIKE ADJACENT TO A CITRUS GROVE RUN THE FOLLOWING COURSES AND DISTANCES: SOUTH 00045'36" EAST 897.42 FEET, SOUTH 53'23'40" WEST 76.67 FEET; SOUTH 67*3550" WEST 338.81 FEET- SOUTH 33'38'40" WEST 107.30 FEET, • SOUTH 24'0745" WEST 363.57 FEET- SOUTH 01'57 45" WEST 176. 10 FEET; SOUTH 02'51 '46" EAST 601.78 FEET; SOUTH 56*12 50" WEST 99.95 FEET; SOUTH 79'51 40" WEST 521.64 FEET,' THENCE LEAVING SAID DIKE, THENCE NORTH 81.21' WEST 45.67 FEET- THENCE RUN NORTH 62.24' WEST 253.70 FEET; THENCE NORTH 64 25" WEST 282.25 FEET; THENCE SOUTH 70.00' WEST 17R79 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SAID SECTION 35, SAID POINT RANGING SOUTH 00'33'30" EAST A DISTANCE OF 2219.17 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 35, THENCE ENTERING SECTION 34, RUN SOUTH 70.00' WEST 182.20 FEET; THENCE SOUTH 77'43' WEST 285 FEET TO A POINT ON THE CENTERLINE OF A 50 FOOT WIDE DRAINAGE AND ACCESS EASEMENT; THENCE FOLLOWING SAID CENTERLINE OF EASEMENT, RUN NORTH 13'17'15" WEST 60.04 FEET- THENCE NORTH 00'37' EAST 1602.40 FEET,• THENCE NORTH 35'17'30" EAST 736.75 FEET MORE OR LESS, TO A POINT ON THE EAST LINE OF SECTION 34, THENCE RUN NORTH 00'33'30" WEST, ALONG THE SECTION LINE, 80 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IN, OVER AND ACROSS THE NORTH 60 FEET OF SECTION 34, TOWNSHIP 36 SOUTH, RANGE 38 EAST. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR DRAINAGE PURPOSES OVER THE WEST 50 FEET OF SECTION 26, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL 19. THAT PART OF THE SOUTH 922.26 FEET OF THE EAST 330 FEET OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LYING NORTHERLY OF GLADES CUTOFF ROAD. SUCH PROPERTY BEING ALSO DESCRIBED AS COMMENCE AT THE SOUTHEAST CORNER OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE NORTH 00'08'47" WEST, ALONG THE EAST LINE OF SECTION 36, A DISTANCE OF 431.22 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF STATE ROAD S-709 (BEING 150.00 FEET IN WIDTH AND ALSO KNOWN AS GLADES CUT-OFF ROAD); THENCE CONTINUE NORTH 00'08'47" WEST, ALONG SAID EAST LINE OF SECTION 36, A DISTANCE OF 491.22 FEET TO THE NORTH LINE OF THE SOUTH 922.26 FEET OF SECTION 36; THENCE NORTH 89000 53" WEST A DISTANCE OF 330.06 FEET TO THE WEST LINE OF THE EAST 330.00 FEET OF SECTION 36,• THENCE SOUTH 00'0847" EAST, ALONG THE WEST LINE OF THE EAST 330.00 FEET OF SECTION 36, A DISTANCE OF 828.71 FEET TO THE AFORESAID NORTHEASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 5-709, THENCE NORTH 44'46'11 " EAST, ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE, A 01STANCE OF 46ZJ7 FEET TO THE POINT OF BEGINNING. 15 -�44 CANAL 141 13 13 18 —4 22 I 23 232 19 I 22 2 — — I— 23 24 19 27 26 26 25 25 30 I DEVELOPMENT I I I S/TE I 49;2 3802.42 "AE FEET OR I 78_9y AC I 28 27 27 26 26 25 25 30 36 31 33 34 3V_J5 35 1 36 OVERALL 3727L40 AC I I 33 34 — 34 35 _ — 35 36— — — — — 4 — — — 3 2 2 1 I /�_ Z 4 3— _L_ 3-— — ; 10 11 1 72 >0 9 / KEY SHEET SCALE.• I" = 1000' LEGAL OESCR1P710N OEVEL.OPMENT PARCEL BEING A PARCEL OF LAND LYING IN THE NORTHEAST ONE QUARTER OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCR/8ED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 24, THENCE SOUTH 01'0706" WEST ALONG THE EAST LINE OF SAID NORTHEAST ONE QUARTER OF SAID SECTION 24, A DISTANCE OF 70.82 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF THE C-24 CANAL; THENCE NORTH 89'58 02" WEST ALONG SAID SOUTH RIGHT OF WAY, 70.01 FEET THENCE CONTINUE NORTH 8.9'58'02" WEST ALONG SAID SOUTH RIGHT OF WAY, 2609.11 FEET TO A POINT ON THE WEST LINE OF SAID NORTHEAST ONE QUARTER OF SAID SECTION 24; THENCE SOUTI/ 00026'09" WEST ALONG SAID WEST LINE, 722.29 FEET TO THE POINT OF BEGINNING, • 1HENCE SOUTH 88'30'17" EAST, 929.64 FEET' THENCE SOUTH 05' 10 53" WEST, 918.25 FI £T; THENCE NORTH 89'33'51 " WEST, 853.51 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST ONE QUARTER OF SAID SECTION 24, THENCE NORTH 00026'09" EAST ALONG SAID WEST LINE, 932.29 FEET TO THE POINT OF BEGINNING. — F)NZ _ HA8 S3aIS NN3 SlaiS 1N©J3 "nimt+A'InIVI FAIN. SE T UCK REQ. 1 1 I SIDES OUR s REAR LEOENO AC. = ACRES R = ARC RADIUS CONC. = CONCRETE L = ARC LENGTH CMP = CORRUGATED METAL PIPE A = DELTA (D) = DEED X = BARBED WIRE FENCE DE = DRAINAGE EASEMENT -,0- = CONCRETE POWER POLE ESMT. = EASEMENT ELC = ELECTRIC METER FPL = FLORIDA POWER AND LIGHT E- = GUY WIRE ANCHOR FND. = FOUND / = HOG WIRE FENCE LS = LICENSED BUSINESS oec= OVERHEAD ELECTRIC LF = LINEAR FEET = WELL MON. = MONUMENT = WOOD POWER POLE ORB = OFFICIAL RECORDS BOOK (P) = PLAT = FOUND SECT/ON CORNER PG. = PAGE POB = POINT AND PLACE OF BEGINNING = SECTION CORNER NOT FOUND LOCATION CALCULATED POC = POINT OF COMMENCEMENT =FOUND gUARTER CORNER RGE. = RANGE SEC. = SECTION E�:� = QUARTER CORNER NOT FOUND LOCATION CALCULATED SFWMD = SOUTH FLORIDA WATER MANAGEMENT DISTRICT ® = SET 5/8" IRON ROD & CAP 'FRS LB #4241" SR = STATE ROAD TWN. = TOWNSHIP ® = SET MAG NAIL & WASHER FRS LB #4241" LOCATION MAP NOT TO SCALE REFERENCE MATERIAL 1. BOUNDARY SURVEY OF C-24 CANAL BY MACTEC, DATED 10125105. OFF. NO. 6374030162. 2. BOUNDARY SURVEY BY GCY, INC. FOR GINN-LA WSL LTD., DATED 7113104 DRAWING NO. 04-1039-04-01. J. BOUNDARY & TOPOGRAPHIC SURVEY BY GCY INC. FOR D'ALBORA GROVES AT STARK RANCH, GINN-LA WSL LTD, LLLP. DATED 11123107, DRAWING NO. 04-1039-12-37. 4. BOUNDARY SURVEY BY GCY INC. FOR GINN-LA WSL LTD, DATED 10123107, DRAWING NO. 04-1039-12-38. 5. CENTRAL AND SOUTHERN FLORIDA FLOOD CONTROL DISTRICT CANAL 24 RIGHT OF WAY & TOPO MAP C-24-3 DATED 1122157, LAST REVICED 9124182. 6. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP STATE ROAD S-709 "GLADES CUT-OFF ROAD" SECTION 94636-2602, DATED 7115170. URVEYOR'S NOTE 1. BEARINGS SHOWN HEREON REFER TO THE WEST RIGHT OF WAY LINE OF THE GLADES CUT-OFF ROAD (COUNTY ROAD 709). LINE /S SAID TO BEAR SOUTH 44'46'11 " WEST, STATE PLANE GRID SYSTEM. ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NA VD 88). J. HORIZONTAL AND CONTROL: NATIONAL GEODETIC SURVEY (NGS) MONUMENTS USED FOR THIS SURVEY ARE DESIGNATIONS "CHIP" (PID AA7677) AND "BOB" (RID A82474). COORDINATES SHOWN HEREON ARE ON A STATE PLANE AND 8JI2011 ADJUSTED DATUM. CHIP: 27'17'39.68227" (N) BOB. 2720'16.86824" (N) 080'28'56.83065" (W) 080.3246. 14641 " (W) N 1, 076, 522.208 N 1, 092, J14.494 E 824,250.448 E 80505.009 ELEV = 23.75 (NAVD88) ELEV = 28.48 (NAVD88) 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS FIRM FOR RIGHT-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD THAT MAY AFFECT THE SUBJECT SITE. 5. ALL DISTANCES AND BEARINGS SHOWN HEREON ARE GRID DISTANCES AND GRID BEARINGS AND ARE SHOWN IN U.S. SURVEY FEET. 6. THIS SURVEY WAS PERFORMED UTILIZING TRIMBLE REAL TIME KINOMATIC GPS (RTK GPS) SURVEY EQUIPMENT FOR THE HORIZONTAL AND VERTICAL INFORMATION SHOWN HEREON. 7. I HAVE REVIEWED SURVEY RELATED ITEMS FROM SCHEDULE "B/l" OF THE POLICY BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILE NO. FTPA 15-08910, EFFECTIVE DATE OCTOBER 13, 2015 AT 8.•OOAM AND ALL EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD DISCLOSED THEREIN ON THIS SURVEY. 8. THE INTERIOR FENCES, CULVERTS, CANALS, DITCHES AND OTHER IMPROVEMENTS ARE NOT SHOWN AT THE REQUEST OF THE CLIENT. 9. DEED BOOK 246, PAGE 657 PLACES A FLORIDA POWER AND LIGHT EASEMENT OVER POLES "TO BE INSTALLED AND SURVEYED BY THE COMPANY ENGINEER" IN PARCELS 1, 2, 3, AND 12 NO DESCRIPTION OR MAP RECORDED WITH SAID DEED BOOK. OFFICIAL RECORD BOOK 213, PAGE 473 CREATES A 10' WIDE EASEMENT WITH 5' X 20' ANCHOR EASEMENT COVERING THE EXISTING POLES IN PARCELS 1, 2, 3 AND 12. SEE SURVEY FOR POLE LOCATIONS 10. OFFICIAL RECORD BOOK 77, PAGE 373 GRANTS AN EASEMENT OF RIGHT OF WAY GRANTED BY MORTGAGOR BRAN K. MCCARTY ON A EASEMENT AGREEMENT DATED DECEMBER LOTH, 1963. SAID AGREEMENT NOT RECORDED WITH THIS DOCUMENT THEREFORE MAKING IT UNPLOTTABLE. 11. FOR OVERALL BOUNDARY INFORMATION SEE THE BOUNDARY SURVEY PREPARED BY F.R.S. AND ASSOCIATES, INC TITTLE "BOUNDARY SURVEY OF GINN RANCH FOR LA POT£NC/A, LLC" JOB NUMBER 15-015, UPDATED JUL Y 25, 2016. LANO SURVEYOR'S STATEMENT WE HEREBY STATE THAT THE MAP OF SURVEY SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE PROPERTY DESCRIBED IN THE CAPTION THEREOF, MADE UNDER OUR DIRECTION, AND IS ACCURATE TO THE BEST EDGE AND F. OF OUR KNOW[ BELIE THE UNDERSIGNED HEREBY CERTIFIES THAT THIS SURVEY MEETS THE TECHNICAL STANDARDS SET FORTH /N CHAPTER 5J-17, F.A.C. AS THEY PERTAIN TO A "BOUNDARY SURVEY" ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. NOT VALID UNLESS SEALED WITH SURVEYOR'S EMBOSSED SEAL AND SIGNATURE. r F. & ASSOCIATES, INC /j BY.�-- ---------------------- GARY A WILLIAMS REGISTERED LAND SURVEYOR STA Of FLORIDA CERTIFICATE NUMBER 4817 FOR THE FIRM U N N Z X't a) LLJ I (L CO Sao Q w M 0 L r 7 Q (0 A Q p���i 0 ZP:}0X UQN3LLLL L 0 Nww=Ow w0<0n 3 O 3 V/ w n Lu <P Q>LLL^Mnt 00 XO>Q� ul wn a .. co 0 co ,NaNV,N3 NpONLd w Z F Ld M. LL J w 0 U = a V Z st�yy Ii r W Z Z 0 > y } LL a InW W 0 a a N LL y Z 0 m W a Z W 4 } 0 W 0 v� DRAWN BY: D.KUPSICK 3 APPROVED BY: a G.P.WILLIAMS SCALE: AS SHOWN c DATE: E 3/03/17 0 FIELD BOOK/PAGES G-6, 2-5 0 z (JOB NUMBER: c 0 1 5-01 5E3 G SHEET: 3 1 OF 4, 0 OHE 24" CUP N INV.=16-88 S 1NV=177 TOP OF 36 "RISER EL=21.5 O a W a W 0 W WM O� 2 �M o� 2 Jcj 3H POINT OP BEGi/NN/NQ DEVELOPMENT PARCEL I F.ND, 4"x4" CONC. MON W/ 0.74'N, 1.81t FENCE RE -. 0.9'N, 1.2'W 1 CENTER OF SECTION 24 FND. 3/4" IRON PIP£ & CAP GCY' '30 017,I£ NEW NE 1/4 SECTION 24 TWN. 36S RGE. 38E Lwh I NEW O .. Wes. 'Y_ � STPBLES III A yl ' I' � ' W • ' I 033 3 8�'"2 III7 ' I rSOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) SECT/ON 24, TWN. 36S, RGE. 38E N89'58'00 "W 2648.59' I al m ull T �fiir0 ' ROD 8r CAP N��2 S01'07'06"W 70.82' N89°58'02 "W 70. 01, 24 fl�1 9 X m X X- _ OHE X X X X X V X m OHE m 0HE OH£ II FENCE TIE I = GRAPHIC SCALE 95.7's X V 100 0 50 100 200 400 MR I (SCALE IN FEET) W 1 " = 100' 3 O LEGEND X i I o AC. = ACRES R = ARC RADIUS M CONC. = CONCRETE L = ARC LENGTH X x CUP = CORRUGATED METAL PIPE L1 = DELTA � (D) = DEED — X —= BARBED WIRE FENCE o DE = DRAINAGE EASEMENT $ = CONCRETE POWER POLE l tu ESMT. = EASEMENT ELC t N = ELECTRIC METER X y ci FPL = FLORIDA POWER AND LIGHT I w y E- = GUY WIRE ANCHOR FND. = FOUND / = HOG WIRE FENCE � X LB = LICENSED BUSINESS Q OVERHEAD ELECTRIC j LF = LINEAR FEET _ MON. = MONUMENT = WELL °m h 4 y J W XW = WOOD POWER POLE ORB = OFFICIAL RECORDS BOOK (P) = PLAT 1 =FOUND SECTION CORNER zt PG. = PAGE 41 O Z X Z POB = POINT AND PLACE OF BEGINNING 1 % = SECTION CORNER NOT FOUND h LOCATION CALCULATED N h POC = POINT OF COMMENCEMENT Ix ►� = FOUND QUARTER CORNER RGE. = RANGE SEC. = SECTION QUARTER CORNER NOT FOUND Ix. LOCATION CALCULATED SFWMD = SOUTH FLORIDA WATER N MANAGEMENT DISTRICT 0 = SET 518" IRON ROD & CAP N SR = STATE ROAD "FRS LB hf4141 " TWN. = TOWNSHIP ® = SET MAG NAIL & WASHER o "FRS LB #4241 " 1� 0 � 2 y I �{-EAST 70.00' +�l 0 � N " Z04 yam W� �ro NaJ��'t E Q O W M^ 0 m Z L i D (D >, Z(nau) m Q00 Xv ZF}OX 7 UaN WLL L w 0<0 3 '0//� 0 - 3 v LLI I Q%QQm � L`LMro m a' 0> Q N a_ LLi F-N I m m 3 U N 3 LL ,Z� W M LL Z J 0 U a V Z Q It } W Z /A ai / /� 0 } L' o ��R V r t I- 0W o W a a N IL0 m Z m W a Z W 0 0 W 0 V) Z 0 V) W 0 a Q N 0 N m a DRAWN BY: D.KUPSICK 3 b APPROVED BY: G.P.WILLIAMS a SCALE: 1 " = 1 00' v DATE: E 3/03/17 0 FIELD BOOK/PAGES v G-6, 2-5 z JOB NUMBER: a V 15-01 5B 0 3 SHEET: o 20F4 r m. + a`r t SWAGE °•• + —.. --sr sirl + �°r.. m. -� 97- m+.+-1 VC PIP r _ Itr r !, o. £. I r-- ii�� s ���,� r+ + •� r 2 ! 'a SWALE. m: + — otPi�, + Z o — m.r r.� �IY U J 376MS or + or p, or sue.!+ �•-. .----r- �� C7 W + W e -�� + o r r ! ! Ci m r r i 'PV +C P 9. + �. + LU `ir + i r c ` • L� po. d� ,, o. or s r. "�' k ,,..,,\ ?i O Z W d 0 + 0. O. PVC PIPE ,p, J + m. P. c2 !. `i a.m. 'c' o] `r Q of I _ r + ri r r W mo .�rrT WAGE _„ m. S m �. S O + VVVVVV_ O CL PVC P/p !r !ca U O + W + Z 0. d rr O r+ rr YU' y( i0 £ir o. `�'i ,c•, '' r. ' ` 0 SWALE £ r m<-, `m oa` °' <-.r mr �- o a!�`J r 1 41 ` PVC m. !i ram'+ :!�lV�� + £. i-� I rim I r r I 2 . LOL SWALE Z� r ill O 6 "PVC r m. -SWALE +y r 6 "PVC 01 `� +F' tF m P WALE $41. F. m/ + 2 + r. + F. r s' �s —. - m SWAGE !�y °! £. `ir _ + £ice+ � � r. +s�� `� c+ ��<< st• 'PVC PIPE £. rLLJ `'r !. `�-+ �. °' SWALE r. r f 6 'PVC P r. '-_ r r �- + rr o r m c� `r + Rh x `rrOAU� rr+ + r 3,, _ 2 �SNELL err c r�•+s, - - v DITCH 8. + c2 s + 6`r Sir air + _ air Or Or m. ` r+ + z m. rc-2 O r. F r N V Z�� d. N LLI I 0 M 't E W�ZoQ�T Q O W M 0 V Q 0 O m Z�:}Ox 7 Ua 14 N7iWaLi L O _ w N it Q 00 3 0 X r- V0~aLU o W I- Q pp w0>-J D W n D QN N N NQUN3v ~ Z oCgW U d Q } W Z Z y 7 N LL � a F O W W ao you F N Z 0 m W a Z W } O 0 L L L i5m: M V DRAWN BY: D.KUPSICK 3 APPROVED BY: G.P.WILLIAMS SCALE: a 1 " = 40' DATE: 3/03/17 0 FIELD BOOK/PAGES G-6, 2-5 ° V JOB NUMBER: ,E 0 15-015B SHEET: 3 o (�3 0 V N d N Z � - W N^dm'lMV' E WQpwK) zt: ,� oa A Z tn�N(0 m QZo}0 UQ N �: LLB i O00 w 0OIL-aw, Xl< N 3 in w < F- 00 ; i(>�v_)ifs �O>Q�rv, Z) w r, F- QNI)N3 NowN 3 " ,ZLL w Z J w 0 d I Z Q it WZ Z � > � N >0 0 a In 0() 0 a Q�y�V N Z 00 Z Z W 0 0 J W W 0 h 00 v DRAWN BY: D.KUPSICK 3 APPROVED BY: G.P.WILLIAMS SCALE: y 1 " = 50' DATE: 3/03/17 o FIELD BOOK/PAGES G-6, 2-5 m -z� s U C JOB NUMBER: < E) 1 5-01 5B SHEET: lE 4OF4 3 X 3 09 X X X X X S88030 '17 "E 929.64' EL=25.2f 0 IRR ITGAI ON WELL NEW PROPOSED POND 62 h � POOL:: OOL t 5.59b ry PAVILION O EL=15. 16 373'6L=25. N V O FORMBOARDSV ONLY MAIN HOUSE EL=15.59 42.0' GARAGE/CARPORT FORMBOARDS ONLY 43.24' -£L=25.10 POOL DECK PROPOSED 41. 19. MNj o 0o I' 'I SEPTIC PROPOSED — — W O ,N Z • a M PD OARDS Y EI.426.48 GYM }ATTING CAGE FORMBOARDS ONLY EL= 25.00 0• STABLES NEW PROPOSED POND PROPOSED X 0 WELL I N89°33'51 "W 853.52' WELL PROPOSED ;EPI— 1 h l/ O C-24 CANAL ROAD ZO C h o� SITE 4 y SUBJECT nl �oPo g x LOCATION MAP NOT TO SCALE LEGAL OESCR/PT/ON DEVELOPMENT PARCEL BEING A PARCEL OF LAND LYING /N THE NORTHEAST ONE OUARTER OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 24; THENCE SOUTH 01 °07'06" WEST ALONG THE EAST LINE OF SAID NORTHEAST ONE QUARTER OF SAID SECTION 24, A DISTANCE OF 70.82 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF THE C-24 CANAL; THENCE NORTH 89°58'02" WEST ALONG SAID SOUTH RIGHT OF WAY, 70.01 FEET; THENCE CONTINUE NORTH 89'58'02" WEST ALONG SAID SOUTH RIGHT OF WAY, 2609.11 FEET TO A POINT ON THE WEST LINE OF SAID NORTHEAST ONE OUARTER OF SAID SECTION 24; THENCE SOUTH 00 26 09" WEST ALONG SAID WEST LINE, 722.29 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88°30'17" EAST, 929.64 FEET; THENCE SOUTH 05'10'53" WEST 918.25 FEET; THENCE NORTH 89°3351 " WEST, 853.52 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST ONE QUARTER OF SAID SECTION 24; THENCE NORTH 0026'09" EAST ALONG SAID WEST LINE, 932.29 FEET TO THE POINT OF BEGINNING. s_u__"VEYOR'S NOTES 1. BEARINGS SHOWN HEREON REFER TO THE WEST RIGHT OF WAY LINE OF THE GLADES CUT-OFF ROAD (COUNTY ROAD 709). LINE IS SAID TO BEAR SOUTH 44°46'11 " WF_TT, STATE PLANE GRID SYSTEM. ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NA VD 88). J. HORIZONTAL AND CONTROL: NATIONAL GEODETIC SURVEY (NGS) MONUMENTS USED FOR THIS SURVEY ARE DESIGNATIONS "CHIP" (PID AA7677) AND "BOB" (PID A92474). COORDINATES SHOWN HEREON ARE ON A STATE PLANE AND 8312011 ADJUSTED DATUM. CHIP: 27'17'39.68227" (N) BOB. 27'20'16.86824" (N) 0802856.83065" (W) 080"3246. 14641 " (W) N 1, 076, 522.208 N 1, 092, 314.494 E 824,250.448 E 80505.009 ELEV = 23.75 (NAVD88) ELEV = 28.48 (NAV088) 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS FIRM FOR RIGHT-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD THAT MAY AFFECT THE SUBJECT SITE. 5. ALL DISTANCES AND BEARINGS SHOWN HEREON ARE GRID DISTANCES AND GRID BEARINGS AND ARE SHOWN IN U.S. SURVEY FEET. 6. THIS SURVEY WAS PERFORMED UTILIZING TRIMBLE REAL TIME KINOMATIC GPS (RTK GPS) SURVEY EQUIPMENT FOR THE HORIZONTAL AND VERTICAL INFORMATION SHOWN HEREON. 7. l HAVE REVIEWED SURVEY RELATED ITEMS FROM SCHEDULE 'BII" OF THE POLICY BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILE NO. FTPA 15-08910, EFFECTIVE DATE OCTOBER 13, 2015 AT 8:00AM AND ALL EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD DISCLOSED THEREIN ON THIS SURVEY. 8. THE INTERIOR FENCES, CULVERTS, CANALS, DITCHES AND OTHER IMPROVEMENTS ARE NOT SHOWN AT THE REQUEST OF THE CLIENT. 9. DEED BOOK 246, PAGE 657 PLACES A FLORIDA POWER AND LIGHT EASEMENT OVER POLES "TO BE INSTALLED AND SURVEYED BY THE COMPANY ENGINEER" IN PARCELS 1, 2, 3, AND 12 NO DESCRIPTION OR MAP RECORDED WITH SAID DEED BOOK. OFFICIAL RECORD BOOK 213, PAGE 473 CREATES A 10' WIDE EASEMENT WITH 5' X 20' ANCHOR EASEMENT COVERING THE EXISTING POLES IN PARCELS 1, 2, 3 AND 12. SEE SURVEY FOR POLE LOCATIONS. 10. OFFICIAL RECORD BOOK 77, PAGE 373 GRANTS AN EASEMENT OF RIGHT OF WAY GRANTED BY MORTGAGOR BRIAN K. MCCARTY ON A EASEMENT AGREEMENT DATED DECEMBER LOTH, 1963. SAID AGREEMENT NOT RECORDED WITH THIS DOCUMENT THEREFORE MAKING IT UNPLOTTABLE. 11. FOR OVERALL BOUNDARY INFORMATION SEE THE BOUNDARY SURVEY PREPARED BY F.R.S. AND ASSOCIATES, INC TITTLE 'BOUNDARY SURVEY OF GINN RANCH FOR LA POTENCIA, LLC- JOB NUMBER 15-015, UPDATED JUL Y 25, 2016. LAND SURVEYOR'S STATEMENT WE HEREBY STATE THAT THE MAP OF SURVEY SHOWN HEREON /S A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE PROPERTY DESCRIBED /N THE CAPTION THEREOF, MADE UNDER OUR DIRECTION, AND IS ACCURATE TO THE BEST OF OUR KNOWLEDGE AND BELIEF. THE UNDERSIGNED HEREBY CERTIFIES THAT THIS SURVEY MEETS THE TECHNICAL STANDARDS SET FORTH IN CHAPTER 5✓-17, F.A.C. AS THEY PERTAIN TO A "BOUNDARY SURVEY" ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. NOT VALID UNLESS SEALED WITH SURVEYOR'S EMBOSSED SEAL AND SIGNATURE. r93 F.R.S. & AS56CM TES, INC. GA�. WILLIAMS REGIS ED LAND SURVEYOR STATE OFF R/DA CERTIFICATE NUMBER 4817 FOR THE F/RM V N � N Z rl Ld � I m N a W�Z�Q�T Q �F M 0 ZVI�N m QzF>-Ox3 UQN3�L� L VOlo=aal:3 �D<m I ago>Q�V) m �NHunir a� tom NQ()N3�3 tL ,zF W M Z w O LL U = D• I 0 r W Q I Z N Y/ 'ZR v Z W FIL Q F a0 W IL //� Y/ � O m � W a N W 0 } � 0 IL W W O Q Q c� z z z z a a y U y O 0 0 x o c z IX Q a 0 W O a ti N N a \ 0 M N F M O O m 0 0 O DRAWN BY: N D.KUPSICK 3 APPROVED BY: a G.P.WILLIAMS SCALE: j " to 1 = 50' a DATE: o 06/23/17 1 FIELD BOOK/PAGES o GPS 10 r U C JOB NUMBER: D '15-01 5B U SHEET: a 7 OF 7