Loading...
HomeMy WebLinkAbout121 14-36 Seagrove PUDCFN # 5289961 PLAT BOOK 121 PAGE 14, Recorded O1/18/2024 02:18:22 PM SAINT LUCIE COUNTY Deputy Clerk INGRAMJ _ � - _ - -- 11 ,. NOTICE° THIS INSTRUMENT PREPARED BY i THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE I 1, . - RONNIE L. FURNISS SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUSTANCES BE FSUPPLANTED IN OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL TRESTRICTIONS THBY ANY OTHER AT TA E NOT RECORDED ON THIS PLAT /� p BEING A PORTION OF SECTIONS 5 AND 6, R INC.HIC Q I I (O� �' "' LFI ELF a n " ��LE `f C THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY."177.091(27) TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 LEGAL DESCRIPTION: BOCA RATION, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 PARCEL B: PARCEL 1: ALL THAT PART OF THE NORTH 1/2 OF THE SOUTHEAST 114 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY. PARCEL 2: ALL THAT PART OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY RIGHT -of -WAY. METES AND BOUNDS DESCRIPTION: AND PARCEL 3: LEGAL DESCRIPTION DEVELOPMENT TRACTS EAST OF FLORIDA THE SOUTH 1/2 OF THE NORTHWEST 1/4, AND THAT PART OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 LYING EAST OF THE RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY OF SECTION 5, EAST COAST RAIL ROAD: - TOWNSHIP 34 SOUTH, RANGE 40 EAST. PLAT BOOK 12- PAGE N SHEET 1 OF 23 INSTR # 5289961 P B K 121 Pages 14 - 36 RECORDED 01/181202402:18:22 PMf1 SAINT LUCIE COUNTY DEPUTY CLERK INGRAMJ AND BEING A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL 4: BEGINNING AT THE NORTHWEST % CORNER OF SAID SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST; THENCE, SOUTH 89° 43' 26" EAST, A DISTANCE OF 2929.78 FEET; THENCE, SOUTH 13° 38' 48" THE NORTH 1 GOVERNMENT LOT 2, IN SECTION 5, TOWNSHIP SOUTH, RANGE 40 EAST. - EAST, A DISTANCE OF 106.88 FEET; THENCE, SOUTH 28° 1 V 36" EAST, A DISTANCE OF 99.05 FEET; THENCE, SOUTH 39° 00' 39" EAST, A DISTANCE OF 109.65 FEET; THENCE, SOUTH 30° 36' 52" EAST, A SAID LANDS, SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. _ DISTANCE OF 42.81 FEET; THENCE, SOUTH 16° 03' 31" EAST, A DISTANCE OF 37.64 FEET; THENCE, SOUTH 04' 52' 54" WEST, A DISTANCE CF 52.96fEET; THENCE, SOUTH 05° 09' 08" EAST, A DISTANCE OF TOGETHER WITH THAT CERTAIN PRIVATE EASEMENT RECORDED IN DEED BOOK 222, PAGE 178, AND THAT CERTAIN PERPETUAL ACCESS EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 1186, PAGE 506, 89.36 FEET; THENCE, SOUTH 30° 14' 48" EAST, A DISTANCE OF 97.13 FEET; THENCE, SOUTH 08° 45' 39" WEST, A DISTANCE OF 23.53 FEET; THENCE, SOUTH 15° 24' 20" WEST, A DISTANCE OF 130.19 FEET; BOTH OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. THENCE, SOUTH 10° 53' 09" EAST, A DISTANCE OF 183.85 FEET; THENCE, SOUTH 02° 55' 35" EAST, A DISTANCE OF 80.55 FEET; THENCE, SOUTH 30° 18' 57" EAST, A DISTANCE OF 189.71 FEET; THENCE, LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY, BEING PARCEL 1 AND PARCEL 2 BELOW: SOUTH 13° 38' 24" EAST, A DISTANCE OF 208.13 FEET; THENCE, SOUTH 05° 54' 30" WEST, A DISTANCE OF 96.83 FLEET; THENCE, SOUTH 39° 04' 25" WEST, A DISTANCE OF 237.49 FEET; THENCE, SOUTH 25° (PARCEL 1) 24' 18" WEST, A DISTANCE OF 143.14 FEET; THENCE, SOUTH 00° 28' 01" WEST, A DISTANCE OF 65.02 FEET; THENCE, SOUTH 11 ° 17' 24" EAST, A DISTANCE OF 183.91 FEET; THENCE, SOUTH 42° 35' 16" EAST, BEING A PART OF THE SOUTHWEST 114 OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A DISTANCE OF 104.64 FEET; THENCE, SOUTH 56° 49' 49" EAST, A DISTANCE OF 131.92 FEET; THENCE, NORTH 89' 27' 53" EAST, A DISTANCE OF 123.46 FEET; THENCE, SOUTH 66° 40' 21" EAST, A DISTANCE THE SOUTH 1/2 OF THE NORTH 1/2 OF THE SOUTHWEST 114 LYING EAST OF THE EAST RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 OF 25.96 FEET; THENCE, SOUTH 53° 45' 31" EAST, A DISTANCE OF 55.13 FEET; THENCE, SOUTH 51° 50' 31" EAST, A DISTANCE OF 129.36 FEET; THENCE, SOUTH 31° 41' 13" EAST, A DISTANCE OF 273.46 EAST. FEET; THENCE, SOUTH 61° 20' 45" EAST, A DISTANCE OF 128.63 FEET; THENCE, SOUTH 20° 59' 48" EAST, A DISTANCE OF 107.41 FEET; THENCE, SOUTH 38° 57' 04" EAST, A DISTANCE OF 75.81 FEET; (PARCEL 2) THENCE, SOUTH 18° 52' 40" EAST, A DISTANCE OF 40.90 FEET; THENCE, SOUTH 11° 52' 38" EAST, A DISTANCE OF 63.26 FEET; THENCE, SOUTH 06° 15' 44" WEST, A DISTANCE OF 95.50 FEET; THENCE, SOUTH 10° 53' 37" EAST, A DISTANCE OF 86.12 FEET; THENCE, SOUTH 17° 37' 01" EAST, A DISTANCE OF 231.03 FEET; THENCE, SOUTH 14° 28' 23" EAST, A DISTANCE OF 100.81 FEET; THENCE, NORTH 89° 51' THE SOUTH 60.00 FEET OF THE NORTH 1/2 OF THE NORTH 112 OF THE SOUTHWEST 1/4 LYING EAST OF THE EAST RIGHT OF -WAY OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY OF SECTION 5, 09" WEST, A DISTANCE OF 1358.72 FEET; THENCE, NORTH 00° 42' 15" EAST, A DISTANCE OF 60.00 FEET; THENCE, NORTH 89° 51' 09" WEST, A DISTANCE OF 2320.85 FEET; THENCE NORTH 19° 32' 45" WEST TOWNSHIP 34 SOUTH, RANGE 40 EAST. I A DISTANCE OF 3475.95 FEET; THENCE, SOUTH 89° 49' 18" EAST, A DISTANCE OF 781.79 FEET TO THE POINT OF BEGINNING. TOGETHER WITH PERPETUAL, NON-EXCLUSIVE USE OF THAT CERTAIN PRIVATE EASEMENT GRANTED IN DEED BOOK 222, PAGE 178, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, RESERVING ' - UNTO THE GRANTOR, AND INCLUDING THE GRANTOR'S SUCCESSORS AND ASSIGNS, PERPETUAL USE OF SAID PRIVATE EASEMENT IN COMMON WITH GRANTEE. LEGAL DESCRIPTION TRACT HOPPER-1, TRACT HOPPER-2 AND TRACT R: TOGETHER WITH A PERPETUAL, NON-EXCLUSIVE EASEMENT AND RIGHT-OF-WAY FOR ACCESS, INGRESS AND EGRESS OVER THAT CERTAIN PARCEL OF REAL PROPERTY AS PROVIDED IN THE PERPETUAL ACCESS EASEMENT GRANTED BY KENNEDY GROVES, INC., A FLORIDA CORPORATION IN FAVOR OF THE FLORIDA INLAND NAVIGATIONAL DISTRICT, DATED SEPTEMBER 15, 1998, AND RECORDED IN OFFICIAL RECORDS BOOK 1174, PAGE 2783, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. BEING A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: TOGETHER WITH A PERPETUAL, NON-EXCLUSIVE EASEMENT AND RIGHT-OF-WAY FOR THE PIPELINE AND TRANSMISSION OF DREDGED MATERIALS OVER THAT CERTAIN PARCEL OF REAL PROPERTY AS BEGINNING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1 (STATE ROAD NO. 5) AND THE NORTH LINE OF THE SOUTHEAST %, OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE PROVIDED IN THE PERPETUAL PIPELINE EASEMENT GRANTED BY KENNEDY GROVES, INC., A FLORIDA CORPORATION IN FAVOR OF THE FLORIDA INLAND NAVIGATIONAL DISTRICT, DATED SEPTEMBER 15, 1998, AND RECORDED IN OFFICIAL RECORDS BOOK 1174, PAGE 2787, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 40 EAST; THENCE SOUTH 89°44'41" EAST, A DISTANCE OF 972.97 FEET; THENCE SOUTH 20°56'02" EAST, A DISTANCE OF 11.85 FEET; THENCE SOUTH 17°39'23" EAST, A DISTANCE OF 535.12 FEET; THENCE TOGETHER WITH THE RIGHTS GRANTED UNDER THE NONEXCLUSIVE LICENSE FOR ACCESS PROVIDED UNDER THE TERMS, CONDITIONS AND PROVISIONS OF THE RAILROAD HIGHWAY GRADE CROSSING NORTH 89°44'41" WEST, A DISTANCE OF 656.62 FEET; THENCE SOUTH 18'40'57" EAST, A DISTANCE OF 225.00 FEET; THENCE NORTH 89°44'41" WEST, A DISTANCE OF 306.71 FEET; THENCE NORTH 18°40'57" AGREEMENT DATED 1/27/04, AS DISCLOSED BY THAT CERTAIN MEMORANDUM THEREOF, AS RECORDED ON 1/3012004, IN OFFICIAL RECORDS BOOK 1891,PAGE 620, OF THE PUBLIC RECORDS OF ST. LUCIE WEST, A DISTANCE OF 775.00 FEET TO THE POINT OF BEGINNING. COUNTY, FLORIDA. - AND LEGAL DESCRIPTION TRACT C: BEING A PORTION OF SECTIONS 5 AND 6 TOWNSHIP 34 SOUTH RANGE 40 EAST ST LUCIE COUNTY FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS PARCEL C: I ' (PARCEL 1) THE NORTH % OF THE NORTH % OF THE NORTHWEST % OF SECTION 5 TOWNSHIP 34 SOUTH RANGE 40 EAST; ALSO THE SOUTH 1/2 OF THE NORTH % OF THE NORTHWEST'/. OF SECTION 5 TOWNSHIP 34 BEGINNING AT THE EAST % CORNER OF SAID SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST; THENCE NORTH 89°49'34"WEST, A DISTANCE OF 17.68 FEET; THENCE NORTH 17°39'38" WEST, A SOUTH, RANGE 40 EAST; ALSO ALL THAT PART OF THE NORTHEAST'/. OF THE NORTHEAST %, EXCEPT THE NORTH 660 FEET THEREOF, OF SECTION 6, TOWNSHIP 34 SOUTH RANGE 40 EAST WHICH LIES EAST DISTANCE OF 11.73 FEET; THENCE NORTH 21 °14'27" WEST, A DISTANCE OF 1538.38 FEET; THENCE NORTH 15°39'50" WEST, A DISTANCE OF 413.74 FEET; THENCE SOUTH 89°59'35" EAST, A DISTANCE OF CERTIFICATE OF OWNERSHIP & DEDICATION: OF THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY; ALL LYING IN ST. LUCIE COUNTY, FLORIDA. 73.33 FEET; THENCE SOUTH 19°32'45" EAST, A DISTANCE OF 2509.28 FEET; THENCE NORTH 89'44'41" WEST, A DISTANCE OF 74.43 FEET; THENCE NORTH 17°39'23" WEST, A DISTANCE OF 486.87 FEET; IN WITNESS WHEREOF, DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY COMPANY HAS CAUSED THESE THENCE NORTH 00°28'12" EAST, A DISTANCE OF 56.96 FEET TO THE POINT OF BEGINNING. (PARCEL 2) PRESENTS TO BE SIGNED BY ITS AUTHORIZED SIGNATORY MANAGER, THIS DAY OF ��L�/ R, 2024. THE NORTH 660 FEET OF THE FOLLOWING DESCRIBED LAND; ALL THAT PART OF THE NORTHEAST % OF THE NORTHEAST % OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA FAST COAST RAILWAY, ST. LUCIE COUNTY, FLORIDA. LESS ANY RIGHTS OF WAY FOR PUBLIC ROADS. DRP FL 6, LLC, A DELAWARE (ALSO DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN SOUTH 0°06'30" EAST ALONG THE EAST LINE OF SAID SECTION 6, 660.00 CERTIFICATE OF OWNERSHIP & DEDICATIONS: LIMITED LIABILITY COMPANY FEET; THENCE NORTH 89°09'07" WEST, 546.94 FEET TO THE EASTERLY RIGHT OF WAY OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY; THENCE NORTH 18°27'41" WEST; ALONG SAID RIGHT OF WAY, _ BY: DRP HOLDCO 3, LLC, A DELAWARE LIMITED � 698.34 FEET TO THE NORTH LINE OF SAID SECTION 6, THENCE SOUTH 89*11'59" EAST, ALONG SAID SECTION LINE, 766.85 FEET TO THE POINT OF BEGINNING.) WITNESS: z � / �',LIABILITY COMPANY, ITS SOLE MEMBER AND PRINT NAME GOVERNMENT LOT ONE IN SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST, IN ST. LUCIE COUNTY, FLORIDA; BOUNDED ON THE NORTH BY GENERAL DEVELOPMENT CORPORATION, BOUNDED ON THE EAST DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND HOPPER COCONUT, LLC, A FLORIDA LIMITED LIABILITY COMPANY, COLLECTIVELY THE OWNER OF THE LAND DESCRIBED AND PLATTED �* t BY THE INDIAN RIVER, BOUNDED ON THE SOUTH BY KREISSIE AND BOUNDED ON THE WEST BY RUSSELL AND POTEAT. HEREIN AS "SEAGROVE", BEING IN ST. LUCIE COUNTY, FLORIDA, HAVE CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: BY: DW GENERAL PARTNER, LLC, ITS MANAG ALSO DESCRIBED AS: R A PARCEL OF LAND LOCATED IN SECTIONS 5 AND 6, T34S, R40E, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ROADWAY TRACT RAND TRACT R1, AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED INJ4* ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, I, ITS SUCCESSORS AND ASSIGNS, AS ROAD RIGHTS -OF -WAY FOR THE PURPOSE OF PROVIDING ACCESS AND DRAINAGE INSTALLATION, AND WITNESS:i WeLg_� BY: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 5 SAID POINT BEING 17.16 FEET WEST OF THE ORIGINAL SECTION CORNER AS CALLED OUT 1N ORIGINAL GOVERNMENT FIELD NOTES THENCE ARE THE MAINTENANCE OBLIGATION OF SAID SEAGROVE COMMUNITY DEVELOPMENT DISTRICT. AN EASEMENT OVER TRACT R AND TRACT R1 AS SHOWN HEREON, IS HEREBY DEDICATED IN PRINT NAME �A I�� NAME: HOUDIN HONARVAR C PERPETUITY TO ST. LUCIE COUNTY UTILITIES, ITS SUCCESSORS AND ASSIGNS, FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF WATER AND SEWER FACILITIES. 1/ TITLE: AUTHORIZED SIGNATORY S89°26'24"E, ALONG THE NORTH LINE OF THE N 1/2 OF THE NW 1/4 OF SAID SECTION 5, AND ALONG THE NORTH LINE OF GOVERNMENT LOT 1, A DISTANCE OF 2940.22 FEET TO THE APPARENT SHORELINE AND VEGETATION LIMITS OF THE INDIAN RIVER; THENCE ALONG THE APPARENT SHORELINE AND VEGETATION LIMITS OF SAID INDIAN RIVER THE FOLLOWING FIFTY-ONE COURSES AND DISTANCES: THENCE S19°28'24"E, A DISTANCE OF 28.50 FEET; THENCE S25°09'38"E, A DISTANCE OF 58.14 FEET; THENCE S51°59'58"E, A DISTANCE OF 98.77 FEET; THENCE S19°00'38"E, A DISTANCE OF 48.92 FEET; THENCE 1. ROADWAY TRACT R2, AS SHOWN HEREON, IS HEREBY DEDICATED TO THE SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND S29°58'53"E, A DISTANCE OF 93.66 FEET; THENCE SO4°54'40"W, A DISTANCE OF 56.23 FEET; THENCE S01°38'16"W, A DISTANCE OF 50.36 FEET; THENCE S11°59'45"W, A DISTANCE OF 59.98 FEET; THENCE ASSIGNS, AS PRIVATE ROAD RIGHTS -OF -WAY FOR THE PURPOSE OF PROVIDING ACCESS AND DRAINAGE INSTALLATION, AND IS THE MAINTENANCE OBLIGATION OF SAID SEAGROVE COMMUNITY ACKNOWLEDGEMENT: S30°44'33"E, A DISTANCE OF 92.27 FEET; THENCE S14°13'49"E, A DISTANCE OF 81.22 FEET; THENCE S15°12'00'W, A DISTANCE OF 62.02 FEET; THENCE S29°12'31"W, A DISTANCE OF 42.07 FEET; THENCE ASSOCIATION, INC. ALL STREETS OR ROADS DESIGNATED HEREON AS PRIVATE STREETS OR ROADS ARE HEREBY SPECIFICALLY SET AS!DE FOR THE USE OF THE ABUTTING PROPERTY OWNERS ONLY, STATE OF NEW YORK) S14°48'06"W, A DISTANCE OF 54.82 FEET; THENCE S21°39'10"E, A DISTANCE OF 140.78 FEET; THENCE S16°16'06"E, A DISTANCE OF 69.84 FEET; THENCE S03013'31"E, A DISTANCE OF 33.99 FEET; THENCE AND IN NO WAY CONSTITUTE A DEDICATION TO THE GENERAL PUBLIC. AN EASEMENT OVER TRACT R2 AS SHOWN HEREON, IS HEREBY DEDICATED IN PERPETUITY TO THE SEAGROVE COMMUNITY COUNTY OF NEW Y RK S46°22'52"E, A DISTANCE OF 85.32 FEET; THENCE S57°07'44"E, A DISTANCE OF 56.57 FEET; THENCE S46°51'59"E, A DISTANCE OF 47.58 FEET; THENCE S33°54'01"W, A DISTANCE OF 77.48 FEET; THENCE DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR THE INSTALLATION, 0 ) S23°40'13"E, A DISTANCE OF 90.48 FEET; THENCE S09026'59"W, A DISTANCE OF 79.65 FEET; THENCE S07°10'27"W, A DISTANCE OF 60.23 FEET; THENCE S53047'45"E A DISTANCE OF 44.96 FEET;THENCE OPERATION AND MAINTENANCE OF DRAINAGE FACILITIES. AN EASEMENT OVER TRACT R2 AS SHOWN HEREON, IS HEREBY DEDICATED IN PERPETUITY TO ST. LUCIE COUNTY UTILITIES, ITS I / S00°27'22"W, A DISTANCE OF 61.42 FEET; THENCE S53°14'11"W, A DISTANCE OF 102.19 FEET; THENCE S46°54'05"W, A DISTANCE OF 81.35 FEET; THENCE S28029'18'W A DISTANCE OF 59.93 FEET; THENCE SUCCESSORS AND ASSIGNS, FOR THE INSTALLATION OPERATION AND MAINTENANCE OF WATER AND SEWER FACILITIES. AN ACCESS EASEMENT IS RESERVED TO THE SEAGROVE COMMUNITY TH FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF J PHYSICAL PRESENCE OR _ ONLINE NOTARIZATION, THIS S33°20'37'W, A DISTANCE OF 85.57 FEET; THENCE S39°05'40"W, A DISTANCE OF 81.64 FEET; THENCE SO4°08'31"E, A DISTANCE OF 70.30 FEET; THENCE S22°26'04"E, A DISTANCE OF 222.03 FEET; THENCE DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS. � DAY OF 2024, BY �r11/rwA�Nk/¢yl. ,AUTHORIZED SIGNATORY OF DW GENERAL PARTNER, LLC, AS S59°29'17"E, A DISTANCE OF 66.80 FEET; THENCE S53°14'09"E, A DISTANCE OF 110.18 FEET; THENCE N49022'58"E, A DISTANCE OF 56.33 FEET; THENCE N83°15'35"E, A DISTANCE OF 50.29 FEET; THENCE MANAGER OF DRP H LDCO 3, C, A DELAWARE LIMITED LIABILITY COMPANY, THE SOLE MEMBER OF, DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY 4°4 ' 4" A DISTANCE F 41 7 F • THENCE S46° 7'55"E A DISTANCE OF 36.69 FEET; THENCE S23°31'31"E A DISTANCE F COMPANY, WHO IS_ALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. N6 63 E, D S CEO .8 FEET; C 3 O 59.58 FEET; THENCE S56°5T53"E, A DISTANCE OF 96.95 FEET; THENCE 2• A 20' EASEMENT BEING 10' EACH SIDE OF CENTERLINE OF ROADWAY TRACT R2, AS SHOWN HEREON IS HEREBY DEDICATED TO ST. LUCIE MOSQUITO CONTROL DISTRICT FOR EMERGENCY S47°45'34"E, A DISTANCE OF 54.79 FEET; THENCE S12°47'17"E, A DISTANCE OF 43.35 FEET; THENCE S65°00'56"E, A DISTANCE OF 48.26 FEET; THENCE S45°57'16"E, A DISTANCE OF 33.63 FEET; THENCE ACCESS TO CONSERVATION TRACT C FOR THE PURPOSES OF MOSQUITO CONTROL. ST. LUCIE COUNTY SHALL BEAR NO MAINTENANCE RESPONSIBILITIES FOR THE PRIVATE ROADWAYS. �\%IIII I IIIiNj S21°28'05"E, A DISTANCE OF 54.95 FEET; THENCE S14'48'06"E, A DISTANCE OF 67.47 FEET; THENCE S43°04'59"E, A DISTANCE OF 71.42 FEET; THENCE S79°32'19"E, A DISTANCE OF 88.96 FEET; THENCE WITNESS MY HAND AND OFFICIAL SEAL TINS DAY OF 9 , 2024. \\\\� �ESSF' ��//// S23°37'37"E, A DISTANCE OF 36.21 FEET; THENCE S12°47'06"W, A DISTANCE OF 69.91 FEET; THENCE S30°02'52"E, A DISTANCE OF 46.73 FEET TO A POINT ON THE SOUTH LINE OF SAID GOVERNMENT LOT 1; �-IN N \''•'IOTA, - ��'% THENCE DEPARTING THE APPARENT SHORELINE AND VEGETATION LIMITS OF SAID INDIAN RIVER N89°31'09"W ALONG THE SOUTH LINE F I 3. SEAGROVE COMMUNITY ASSOCIATION, INC. WILL ENTER INTO AN AGREEMENT WITH ST. LUCIE COUNTY MOSQUITO CONTROL CISTRICT FOR ACCESS AND MAINTENANCE TO THE DIKE ROAD �: • N Y �l C G A S O O SAID GOVERNMENT LOT 1 A DISTANCE OF 1186.09 FEET TO THE •.'4 SOUTHWEST CORNER OF SAID GOVERNMENT LOT 1; THENCE LEAVING THE SOUTH LINE OF SAID GOVERNMENT LOT 1, N00°59'37"E, ALONG THE WEST LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF THROUGH CONSERVATION TRACT C FOR THE PURPOSES OF MOSQUITO CONTROL, TO BE RECORDED VIA SEPARATE INSTRUMENT, SUBJECT TO THE CONSERVATION EASEMENT RECORDED IN OR �1�, 69S 6 �Q; NO.O1KI6432051'; 1330.60 FEET TO A POINT ON THE SOUTH LINE OF THE N 1/2 OF THE NW 1/4 OF SAID SECTION 5; THENCE LEAVING THE WEST LINE OF SAID GOVERNMENT LOT 1, N89028'45"W, ALONG THE SOUTH LINE OF THE BOOK 2507 PAGE 292.e _ QUALIFIED IN : = N1/2 OF THE NW 1/4 OF SAID SECTION 5, A DISTANCE OF 2713.96 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 5; THENCE LEAVING THE WEST LINE OF SAID SECTION 5; N89032'34"W, ALONG THE COMMISSION NO. & NOTARY PUBLIC, STA E OF NEW YORK _ tNEWYORK COUNTY; 4. CONSERVATION TRACT A, B AND C, INCLUSIVE, AS SHOWN HEREON, SUBJECT TO RESERVATIONS TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT DEED OF EASEMENT AS RECORDED IN EXPIRATION DATEI T 1.14 COMM. EXP. SOUTH LINE OF THE N 1/2 OF THE NE 114 OF SAID SECTION 6, A DISTANCE OF 306.43 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILROAD (100-FOOT RIGHT OF III I N'•, 04-25-2026 WAY); THENCE LEAVING THE SOUTH LINE OF THE N 1/2 OF THE NE1/4 OF SAID SECTION 6, N19°15'33"W, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID FLORIDA EAST COAST RAILROAD, A DISTANCE OF ORB 2507 PG 292, SUCH EASEMENT IS HEREBY DEDICATED OVER TRACTS A, B AND CJO ST. LUCIE COUNTY AND ARE HEREBY RESERVED TO THE SEAGROVE COMMUNITY ASSOCIATION, INC., A %� •.. p C •.••Q'� - 1415.61 FEET TO A POINT ON THE NORTH LINE OF THE N 1/2 OF THE NE 1/4 OF SAID SECTION 6; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF SAID FLORIDA EAST COAST RAILROAD, S89°31'48"E, FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS CONSERVATION AREAS FOR PRESERVATION, WATER MANAGEMENT, NATURE TRAILS, ARCHEOLOGICAL SITE AND SHALL ' ',//�)F • .. ..•''.y0`�� ALONG THE NORTH LINE OF THE N 1/2 OF THE NE 1/4 OF SAID SECTION 6, A DISTANCE OF 768.27 FEET TO THE POINT OF BEGINNING. BE MAINTAINED BY THE ASSOCIATION IN ACCORDANCE WITH THE PRESERVATION AREA MANAGEMENT AND MONITORING PLAN (PAMMP) APPROVED BY ST. LUCIE COUNTY. NO CONSTRUCTION IN, OR PRINT NAME: y L T C t&q.0 ► /4��0F N _\44 \\\` . ALTERATION OR DESTRUCTION OF THE PRESERVATION TRACTS SHALL OCCUR, EXCEPT AS SPECIFIED WITHIN THE APPROVED (PAMMP). ST. LUCIE COUNTY HAS REGULATORY AUTHORITY OVER, BUT �L illII PARCEL D: SHALL BEAR NO RESPONSIBILITY, DUTY, OR LIABILITY FOR ANY CONSERVATION TRACTS DESIGNATED AS SUCH ON THIS PLAT. SAID TRACTS SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS. SAID TRACTS MAY NOT BE ALTERED FROM THEIR NATURAL STATE WITH THAT PART OF NORTH 550 FEET AS MEASURED ALONG US NO. 1 OF NW 1/4 OF SW %LYING BETWEEN OLD DIXIE HIGHWAY AND FEC. RR., SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST, PUBLIC RECORDS THE EXCEPTION OF THE REMOVAL OF EXOTIC NUISANCE VEGETATION, OR OTHER ACTIVITIES TO PERFORM ANY OBLIGATIONS OR REQUIREMENTS AS SET FORTH BY THE SOUTH FLORIDA WATER CERTIFICATE OF OWNERSHIP &DEDICATION: OF ST. LUCIE COUNTY, FLORIDA. MANAGEMENT PERMIT 56-02301-P, AS EITHER MAY BE AMENDED OR MODIFIED OVER TIME, SHALL BE PERMITTED. PARCEL E: IN WITNESS WHEREOF, HOPPER COCONUT, LLC, A FLORIDA LIMITED LIABILITY COMPANY H S CAUSED THESr (PARCEL 2) 5. ALL PLATTED UTILITY EASEMENTS UE SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF PRESENTS TO BE SIGNED BY ITS MANAGER AND AUTHORIZED REPRESENTATIVE, THIS DAY OF � A , 2024. THAT PART OF THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 LYING BETWEEN THE WEST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILROAD AND THE EAST RIGHT-OF-WAY LINE ( ) CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FOR OLD DIXIE HIGHWAY. ALL OF THE ABOVE LYING IN AND BEING A PART OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, IN ST. LUCIE COUNTY, FLORIDA. I FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE HOPPER COCONUT, LLC, (PARCEL 4) SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST. BEGIN AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH ONE HALF OF THE NORTHEAST ONE QUARTER AND THE EAST RIGHT-OF-WAY LINE OF PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL_ SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE A FLORID I TED LIABILITY COMPANY F OLD DIXIE HIGHWAY. RUN NORTHWESTERLY ALONG THE RIGHT-OF-WAY OF OLD DIXIE HIGHWAY 518.11 FEET, THENCE EAST 80 FEET MORE OR LESS TO THE WESTERN RIGHT-OF-WAY OF THE FLORIDA EAST COMMISSION. UTILITY EASEMENTS ARE ALSO DEDICATED IN FAVOR OF ST, LUCIE COUNTY, ITS SUCCESSORS AND/OR ASSIGNS, FOR ACCESS TO, INSTALLATION AND MAINTENANCE OF PUBLIC COAST RAILROAD, THENCE SOUTHEASTERLY ALONG THE RIGHT-OF-WAY OF THE FEC RAILROAD TO A POINT WHICH IS DUE EAST OF THE POINT OF BEGINNING, THENCE WEST 110 FEET TO THE POINT OF UTILITIES AND FACILITIES INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. ST. LUCIE COUNTY SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE BEGINNING. OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY. ST LUCIE COUNTY. MAINTENANCE RESPONSIBILITY OF SAID EASEMENT IS RESERVED WITNE BY: PARCEL'J: TO THE SEAGROVE COMMUNITY ASSOCIATION, INC.; A FLORIDA NOT FOR PROFIT CORPORATION. PRINT N ALL THAT PART OF THE SOUTH 1/2 OF THE SE 1/4 OF THE NE 114 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF OLD DIXIE HIGHWAY (STATE ROAD 605) AND WEST OF THE FLORIDA EAST BARRY M. SMITH COAST RAILWAY RIGHT-OF-WAY. 6. DRAINAGE EASEMENTS (DE) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN MANAGER AND AUTHORIZED RESPRESENTATIVE ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE DRAINAGE EASEMENTS FOR THE PURPOSE OF ACCESS TO AND THE INSTALLATION OF DRAINAGE PARCEL F: FACILITIES, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, WITNESS: f.11 BEING A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS; . - PRINT NAM F�hQ�,�/n '/k k- 7. OPEN SPACE TRACTS (0-1, 0-2, 0-3 AND 0-4) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 6, THENCE PROCEED NORTH 89°41'27" WEST, A DISTANCE OF 179.78 FEET TO A POINT ON THE EAST RIGHT OF WAY OF STATE ROAD NO. 5 (U.S. ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE ,! INC.. HIGHWAY NO. 1), BEING A 200 FOOT RIGHT OF WAY; THENCE NORTH 18°40'57" WEST, ALONG SAID EAST RIGHT OF WAY, A DISTANCE OF 2268.13 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION: RESPONSIBILITIES OF SAID SEAGROVE COMMUNITY ASSOCIATION, ACKNOWLEDGEMENT: 8. OPEN SPACE TRACTS (0-5 THROUGH 0-24) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS STATE OF FLORIDA) 11. THENCE CONTINUE NORTH 18°40'57" WEST, ALONG SAID RIGHT OF WAY, A DISTANCE OF 208.01 FEET; THENCE DEPARTING SAID EAST LINE, PROCEED NORTH 71 °14'21" EAST, A DISTANCE OF 98.33 FEET TO A COUNTY OF ST. LUCIE) POINT OF CURVATURE OF A CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF 550.00 FEET, AND A CENTRAL ANGLE OF 48-23-47'; THENCE EASTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE, SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID SEAGROVE COMMUNITY ASSOCIATION, INC.. A DISTANCE OF 464.57 FEET; THENCE SOUTH 60°21'53" EAST, A DISTANCE OF 19.26 FEET; THENCE SOUTH 58°34'51" EAST, A DISTANCE OF 141.93 FEET; THENCE NORTH 67°08'23" EAST, A DISTANCE OF 101.45 9. WATER MANAGEMENT TRACT S.M.T. 1 SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO SEAGROVE COMMUNITY DEVELOPMENT A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED TH FOREGOING I STRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OFYSICAL PRESENCE OR _ONLINE NOTARIZATION, THIS FEET; THENCE SOUTH 89°44'41" EAST, A DISTANCE OF 210.42 FEET, TO A POINT ON THE WEST RIGHT OF WAY OF STATE ROAD 605 (OLD DIXIE HIGHWAY), BEING A 66 FOOT. RIGHT OF WAY; THENCE PROCEED ( ), SOUTH 17°39'23" EAST ALONG SAID WESTERLY RIGHT OF WAY A DISTANCE OF 152.39 FEET; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY PROCEED NORTH 89°44'41" WEST A DISTANCE IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES DAY OF / , 2024, BY BARRY M. SMITH, MANAGER AND AUTHORIZED REPRESENTATIV BEHALF OF HOPPER COCONUT, S CE PO NT'OF LLC, A FLORIDA LIMITED LIABI TY COMPANY, WHO IS PERSONALLY KNOWN TOME OR HAS PRODUCED / AS IDENTIFICATION. FEET; THENCE NORTH 0°15'19" EAST, A DISTANCE OF 48.57 FEET; THENCE NORTH 72°52'26" WEST, A DISTANCE OF 147.84 FEET; THENCE NORTH 60°21'53" WEST, A DISTANCE OF 19.26 FEET TO A POINT'OF OF SAID SEAGROVE COMMUNITY DEVELOPMENT DISTRICT. CURVATURE OF A CURVE, CONCAVE TO THE SOUTH, HAVING A 'RADIUS OF 450.00 FEET, AND A CENTRAL ANGLE OF 25034-10", THENCE NORTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 200.82 FEET; THENCE DEPARTING SAID CURVE, PROCEED SOUTH 10°26'43" WEST, A DISTANCE OF 160.34 FEET; THENCE NORTH 89°44'41" WEST, A DISTANCE OF 206.21 FEET TO THE POINT OF 10. LAKE TRACTS (LAKE TRACT 1-11), SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT WITNESS MY HAND AND OFFICIAL SEAL THIS �- DAY OF kiC/ 2024. BEGINNING. ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE /j RESPONSIBILITIES OF SAID SEAGROVE COMMUNITY DEVELOPMENT DISTRICT �q� �," 1 •)b� i N fL6 TOGETHER WITH LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 4050, PAGE 2704: /J'�/ 11. LAKE MAINTENANCE EASEMENTS (LME) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT COMMISSION NO. & NOTARY PUBLIC, STATE OF FLORIDA PARCEL A: i ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, AS LAKE MAINTENANCE EASEMENTS FOR THE PURPOSE OF ACCESS TO AND THE EXPIRATION DATE THE NORTH FIVE HUNDRED FIFTY (550) FEET, MEASURED ALONG THE EAST SIDE OF U.S. HIGHWAY #1, AND LYING EAST OF RIGHT-OF-WAY OF SAID HIGHWAY IN THE NORTHEAST QUARTER (NE 1/4) OF THE MAINTENANCE OF THE WATER MANAGEMENT TRACTS, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID SEAGROVE COMMUNITY DEVELOPMENT DISTRICT. SOUTHEAST QUARTER (SE 1/4) OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST. AND ALSO: 12. DRY DETENTION TRACTS 1, 2, AND 3, SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT PRINT NAME: A&In z ).-LE � THAT PART OF THE NORTHWEST QUARTER (NW 1/4) OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ADJACENT TO AND ABUTTING ON ABOVE DESCRIBED ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOE ES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE PARCEL IN SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, BOUNDED ON THE EAST BY THE WEST SIDE OF RIGHT-OF-WAY OF HIGHWAY #605, (OLD DIXIE HIGHWAY) ALL BEING IN ST. LUCIE COUNTY, RESPONSIBILITIES OF SAID SEAGROVE COMMUNITY DEVELOPMENT DISTRICT. FLORIDA. j PARCEL E: I 13. TRACT A AND TRACT BASS HOWN HEREON, ARE RESERVED FOR DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THEIR SUCCESSORS AND ASSIGNS FOR FUTURE DEVELOPMENT. COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST OUARTER OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST; THENCE SOUTH ALONG THE EAST LINE OF SECTION 6-34S-40E A DISTANCE OF 498.50 FEET TO A POINT; THENCE WEST AND PARALLEL WITH THE SOUTH LINE OF SECTION 6-34S-40E TO AN INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, SAID POINT BEING 14. TRACT HOPPER-1 AND TRACT HOPPER-2 AS SHOWN HEREON, ARE RESERVED FOR HOPPER COCONUT, LLC, A FLORIDA LIMITED LIABILITY COMPANY, THEIR SUCCESSORS AND ASSIGNS, FOR CLERKS RECORDING CERTIFICATE: THE POINT OF BEGINNING; THENCE SOUTH ALONG THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 A DISTANCE OF 225.00 FEET TO A POINT, THENCE EAST AND PARALLEL WITH THE SOUTH LINE OF FUTURE DEVELOPMENT. STATE OF FLORIDA I SECTION 6-34S-40E A DISTANCE OF 306.71 FEET TO A POINT; THENCE NORTH AND PARALLEL WITH THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 TO A DISTANCE OF 225.00 FEET TO A POINT; THENCE COUNTY OF ST. LUCIE WEST AND PARALLEL WITH THE SOUTH LINE OF SECTION 6-34S=40E A DISTANCE OF 306.71 FEET TO A POINT, SAID POINT BEING THE POINT OF BEGINNING. 15. TRACT C AS SHOWN HEREON, IS HEREBY DEDICATED TO ST. LUCIE COUNTY, ITS SUCCESSORS AND/OR ASSIGNS. PARCEL G: TOGETHER WITH A NON-EXCLUSIVE PERPETUAL AERIAL EASEMENT FOR THE BENEFIT OF PARCEL D AND PARCEL B (PARCEL 3), CONTAINED IN THAT CERTAIN EASEMENT AGREEMENT RECORDED IN BOOK I, ICHELLE R. MILLER, CLERK OF,THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, 2908 PAGE 1097 OVER AND UPON THE FOLLOWING DESCRIBED LAND:A PARCEL OF LAND LYING IN THE NORTHWEST QUARTER NW 1/4 OF THE NORTHWEST QUARTER NW 1/4 OF THE S 16. LIFT STATION EASEMENT (LSE), SAID EASEMENT AS SHOWN HEREON IS A UTILITY EASEMENT WHICH IS HEREBY DEDICATED TO ST. LUCIE COUNTY, ITS SUCCESSORS AND ASSIGNS, FOR ACCESS ( ) ( ) SOUTHWEST TO, AND THE INSTALLATION AND MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. JOF THAT IT COMPLIES IN FORK OR WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT THIS PAT QUARTER (SW 1/4) OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ALL BEING IN ST. LUCIE COUNTY, FLORIDA.MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE INTERSECTION OF BEEN FILED FOR RECOR N PLAT BOOK �, PAGE(S) 1u -3ln OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, TH1S _�_, THE NORTH LINE OF THE SOUTH 60 FEET OF THE NORTHWEST 1/4, OF THE NORTHWEST 1/4, OF THE SOUTHWEST 1/4, OF SAID SECTION 5 AND THE EAST RIGHT OF WAY LINE OF FLORIDA EAST COAST 2024. , RAILWAY (A 100' RIGHT OF WAY); THENCE N19°32'45"W ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 129.70 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCELTROM THE 17. FLORIDA INLAND NAVIGATION DISTRICT EASEMENT (FIND ACCESS EASEMENT), AS SHOWN HEREON, IS HEREBY DEDICATED TO THE FLORIDA INLAND NAVIGATION DISTRICT ("FIND") AND THE iPOINT OF BEGINNING CONTINUED ALONG SAID EAST RIGHT OF WAY LINE N19°32'45"W A DISTANCE OF 53.14 FEET; THENCE N89'44'41"WA DISTANCE OF 106.28 FEET TO A POINT ON THE WEST RIGHT OF WAY SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, AS -,LINE OF SAID FLORIDA EAST COAST RAILWAY, THENCE S19°32'45"E ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 53.14 FEET; THENCE S89°44'41 "E A DISTANCE OF 106.28 FEET TO A POINT ON THE ROAD RIGHTS -OF -WAY FOR THE PURPOSE OF PROVIDING ACCESS INGRESS AND EGRESS FOR PEDESTRIAN, VEHICULAR USE AND DRAINAGE INSTALLATION, AND ARE THE MAINTENANCE OBLIGATIONEAST RIGHT OF WAY LINE OF SAID FLORIDA EAST COAST RAILWAY ALSO BEING THE POINT OF BEGINNING.THE LOWER LIMIT OF SAID PERPETUAL AERIAL EASEMENT SHALL BE AT ELEVATION OF 35.45 FEET OF SAID SEAGROVE COMMUNITY DEVELOPMENT DISTRICT. � btp"l� C`e , �E, COURT I(NGVD1988) WHICH SHALL PROVIDE A MINIMUM 23.5 FEET CLEARANCE BETWEEN TOP OF FLORIDA EAST COAST RAILWAY'S MAIN TRACK AND THE LOWER LIMITS OF SAID PERPETUAL EASEMENT. THE UPPER ELLE R. MILLER 1 ' ` s ; LIMITS OF SAID PERPETUAL' AERIAL EASEMENT SHALL BE 45 FEET ABOVE TOP OF RAIL OF SAID RAILWAY MAIN TRACK AT ELEVATION OF 56,95 FEET NGVD1988 . CLERK OF THE CIRCUI' C RT yt y1. -_ " � ( ) 18. CONSERVATION BUFFER EASEMENT, AS SHOWN HEREON, IS HEREBY DEDICATED TO THE SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS yam, , i SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF PROVIDING ACCESS AND MAINTENANCE, AND IS THE MAINTENANCE OBLIGATION OF SAID SEAGROVE COMMUNITY ASSOCIATION, INC. AN ACCESS ST. LUCIE COUNTY, FLORIDA /` �� # ` ` ' ' ; t_1 CONTAINING 289.682 ACRES, MORE OR LESS. EASEMENT IS RESERVED TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, !✓ r ° f, ITS SUCCESSORS AND ASSIGNS. I � it �3 ijl # 'I : ; oo.0 SAID LANDS SITUATE IN STAUCIE COUNTY, FLORIDA. '���,..*r,:M, 1: s I L �I I . _ •We `_ .__ w..,_ ,� .. - .. . . _. . I . � I � -I i I .. . - � "'I,- ..._- _..__. _ -- - - - - -- - - ' PLAT BK 121 PG 15 THIS INSTRUMENT PREPARED BY PLAT BOOK RONNIE L. FURNISS j SEA GR 0 VE P UD OF PAGE IS CAULFIELD and WHEELER, INC. BEING A PORTION OF SECTIONS 5 AND 169 SURVEYORS - ENGINEERS - PLANNERS SHEET 2 OF 23 TOWNSHIP 34 SOUTH, RANGE 40 EAST, 7900 GLADES ROAD, SUITE 1100 ST. LUCIE COUNTY, FLORIDA BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM 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." 177.091 (27) TITLE CERTIFICATION: STATE OF FLORIDA) N COUNTY OF PALM BEACH SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT THE UNDERSIGNED, JENNIFER LAWTON MARQUINA, A MEMBER OF THE FLORIDA BAR, IN RELIANCE UPON DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES: THAT CERTAIN PROPERTY INFORMATION REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY AS FILE NUMBER 11495175 DATED DECEMBER 26, 2023, HEREBY CERTIFY THAT AS OF DECEMBER 5, 2023 AT SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, 8:00 A.M.: FLORIDA STATUTES, ACTING FOR ITSELF IN MATTERS RELATING TO CERTAIN INFRASTRUCTURE IMPROVEMENTS, HEREBY ACCEPTS THE 1. RECORD TITLE TO T E LAND DESC IBED AND SHOWN ON THIS PLAT IS VESTED IN DRP FL 6, LLC, A DEDICATIONS AS SET FORTH ON THE WITHIN PLAT SPECIFICALLY DEDICATED TO SAID DISTRICT, PROVIDED, HOWEVER, THAT ACCEPTANCE OF SUCH DEDICATION AND OF THE OBLIGATION TO OPERATE AND MAINTAIN SUCH FACILITIES IS EXPRESSLY CONDITIONED UPON (I) DELAWARE LIMITED COMPANY, EACH EXECUTING COMPANY AND HOPPER COCONUT; LLC, A FLORIDA LIMITED LIABILITY THE CERTIFICATE OF OWNERSHIP AND DEDICATIONS HEREON. COMPLETION OF CONSTRUCTION OF ALL WATER MANAGEMENT SYSTEMS IMPROVEMENTS FOR THE PHASE OF SUCH SYSTEM IN WHICH THE LANDS DESCRIBED HEREON ARE SUBJECT TO: DEDICATED TRACT AND EASEMENT ARE LOCATED IN STRICT COMPLIANCE WITH BOTH THE APPROVED PLANS FOR, AND REQUIREMENTS i I FOR ALL REGULATORY AUTHORITIES EXERCISING JURISDICTION OVER, SUCH IMPROVEMENTS, AND, (II) COMPLIANCE WITH ALL SURFACE 2. THERE ARE NO MORTGAGES OF RECORD NOT SATISFIED OR RELEASED OF RECORD ENCUMBERING THE RIGHTS OF THE UNITED STATES GOVERNMENT AND/OR THE STATE OF FLORIDA ARISING UNDER THE UNITED STATES GOVERNMENT WATER MANAGEMENT SYSTEMS TURNOVER REQUIREMENTS RELATING TO SUCH FACILITIES, AS SET FORTH IN THE POLICIES AND LAND. CONTROL OVER NAVIGABLE WATERS AND THE INALIENABLE RIGHTS OF THE STATE OF FLORIDA IN THE LANDS OR WATERS OF SIMILAR PROCEDURES MANUAL FOR SAID DISTRICT DOES NOT ACCEPT ANY OTHER RIGHT-OF-WAY, EASEMENTS, TRACT, OR OTHER INTEREST IN I CHARACTER AS TO ANY PART OF THE PREMISES HEREIN DESCRIBED WHICH ARE SUBMERGED BENEATH NAVIGABLE WATERS OR MAY BE REAL ESTATE OTHERWISE DEDICATED TO THE PUBLIC. 3. ALL TAXES DUE AN PAYABLE JROUGH THE YEAR 2023 PURSUANT TO SECTION 197.192, FLORIDA ARTIFICIALLY FILLED IN LANDS IN WHAT WAS FORMERLY NAVIGABLE WATERS AND ANY ACCRETIONS THERETO. �� STATUTE, HAVE BEEN PAID. HEREBY CONSENTS TO PLATTING OF THE LANDS HEREIN, DATED THIS 3- DAY OF S"h•____, 2024. II. THE STATE OF FLORIDA MAY HAVE CLAIM TO TITLE TO THOSE LANDS LYING WATERWARD OF THE MEAN -HIGH WATER LINE OF INDIAN 4. THE LAND IS SUBJE�IT TO ENCUMBRANCES OF RECORD WHICH DO NOT PROHIBIT THE CREATION OF THE RIVER. THE ORDINARY HIGH WATER LINES LOCATION FOR LAKES HAS NOT BEEN DETERMINED. THE STATE OF FLORIDA MAY HAVE CLAIM ATTEST: THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT SUBDIVISION DEPICTED BY THIS PLAT. TO TITLE TO THOSE LANDS LYING WATERWARD OF THE ORDINARY HIGH WATER LINE OF LAKES. DATVLAWTON ------- DAY 0-��CL�-------- 2024 WITNESS: PRINT NAME BO Qi1Q V Ir01M'l C7Y llVl CHAIRMAN J BOARD OF UPERVISORS WITNESS: _ -------------- JENARQU NA SE CRETARY , PRINT NAME`��� � �llf5 T. w+['Pr � ATTORNEY AT LAW i )PA BOARD OF SUPERVISORS FLORIDA BAR NO, 668230 I II SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT CERTIFICATE OF APPR VAL OF THE BOARD OF COUNTY DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES COMMISSIONERS ACKNOWLEDGEMENT: IT 1S HEREBY CERTIFIED THAT THIS PLATHAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA, THIS _�iQ DAY OF ------- 2024. STATE OF FLORIDA COUNTY OF ST. LUCIE HEREBY CERTIFY THAT ON THIS DAY, BEFORE ME, AN OFFICER DULY AUTHORIZED( THE STATE AFORESA D AND IN E COUNTY AFORESAID TO TAKE ACKNOWLEDGMENTS, PERSONALLY APPEARED 1�� ?CHAIRMAN ANDUS�1' ------ --------------- SECRETARY ON BEHALF OF THE SEAGROVE COMMUNITY DEVELOPMENTTTf71CT. --- NAME: CA TOWNSEND THEY ARE PERSONALLY KNOWN TO ME OR [ HAVE PRODUCED ----- AS AS IDENTIFICATION. CHAIRPERSON BOARD OF ''COUNTY COMMI SIONERS I WITNESS ST. LUCIE COUNTY, FLORIDA j N SS MY .HAND AND OFFICIAL SEAL IN THE COUNTY AND. STATE LAST AFORESAID THIS �_____ DAY OF 1�1� __, 2024. CERTIFICATE OFT APPROVAL OF THE PLANNING AND DEVELOPMENT COMMISSION N0. & NOTARY PUBLIC, STATE OF FLORIDA EXPIRATION DATE SERVICE DIRECTOR IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE PLANNING PRINT NAME: _Ajq_n_/w_ 1_✓�57------- AND D OPMENT SERVIC IRECTOR OF ST. LUCIE COUNTY, FLORIDA, THIS �_ DAY OF OV - _��, 2024. SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA CORPORATION SURVEY NOTES:xwt� NOT FOR PROFIT. 1. BEARINGS ARE FIELD MEASURED AND REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM NAME: BENJAMIN BALCER OF 1983, FLORIDA EAST ZONE BASED ON THE NORTH LINE OF SECTION SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, HAV114G A IN WITNESS WHEREOF, THE ABOVE NAMED SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA CORPORATION BEARING OF SOUTH 89°49'18" EAST, AND ALL OTHER BEARINGS ARE RELATIVE THERETO. PLANNING AND DEVELOPMENT SERVICE DI!RECTOR NOT FOR PROFIT, HEREBY ACCEPTS THE DEDICATIONS TO SAID ASSOCIATION AS STATED HEREON, AND HEREBY ST. LUCIE COUNTY, FLORIDA ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON HAS CAUSED THESE PR�SENTS TO BE 2. LINES INTERSECTING CURVES ARE NON -RADIAL UNLESS SHOWN OTHERWISE NOTED (R) FOR RADIAL. SIGNED BY 'ITS. PRESIDENT AND ITS COMPANY SEAL TO BE AFFIXED HERETO, THIS �� DAY OF 2024. 3. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN CERTIFICATE OF APPROVAL OF THE COUNTY ATTORNEY AND WILL IN NO CIRCUSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM 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." THIS PLAT PPROVED AS 0 FORM, THIS SEAGROVE COMMUNITY ASSOCIATION, INC., 177.091 (27) __�O DAY OF __2024. A FLORIDA CORPORATION i WITNESS: � ______ NOT FOR PROFIT. 4. NOTE: THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A PROFESSIONAL PRINT NAME SURVEYOR AND MAPPER EMPLOYED BY OR UNDER CONTRACT WITH ST. LUCIE COUNTY. ------ --- ----------- NAME: DANIEL MCI Y 5. THE MEAN HIGH WATER ELEVATION SHOWN HEREON IS 0.79 FEET, BASED ON THE N.G.V.D. DATUM OF 1929. THE MEAN HIGH WATER BY: ELEVATION WAS DETERMINED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIONS INTERACTIVE MAP„ USING M.H.W. DATA POINT COUNTY ATTORNE WITNESS: NO. 876. A CONVERSION FACTOR OF (-1.475) WAS ADDED TO THE MEAN HIGH WATER ELEVATION OF 0.79 TO CONVERT TO N.A.V.D. DATUM PRINT NAM �SAQ SKAN�'fL PRESIDENT ST LUCIE COUNTY FLORIDA SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA CORPORATION NOT FOR PROFIT: I. ACKNOWLEDGEMENT: j STATE OF FLORIDA) COUNTY OF Yolm THE FOREGOING INSTRUMENT WAS,/ACKNOWLEDGED BEFORE ME BY MEANS OF j./_P ONLINE NOTARIZATION, THIS �r!'DAY OF , J.n�� _______1 2024, BY ICAL PRESENCE OR � 1'"__I, PRESIDENT, ON BEHALF OF SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA CORPORATON NOT FOR PROFIT,/ BEHALF OF THE CORPORATION, WHO IS {L PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. WITNESS MY 'HAND AND OFFICIAL SEAL THIS DAY OF �ti✓1 n�� 2024. __________, k1_11-53-a� --�---------------------- COMMISSION NO. & 'NOTARY PUBLIC, STATE OF FLORIDA EXPIRATION ,DATE COMMISSION 'NUMBER PRINT NAME: 0 biAS ?n ' _j4jkh OF 1988 FOR A RESULTING ELEVATION OF -0.68 N.A.V.D. DATUM 1988. NOTE: THE STATE OF FLORIDA MAY HAVE CLAIM TO TITLE TO THOSE LANDS LYING WATER -WARD OF THE MEAN-HIIGH WATER LINE OF INDIAN RIVER. 6. THE APPARENT SHORELINE AND VEGETATION LIMITS OF INDIAN RIVER SHOWN HEREON PROVIDED BY CULPEPPER & TERPENING INC. BOUNDARY SURVEY FOR THE PLAT WITH A REVISION DATE OF 05/02/2022, JOB NUMBER 20-216. SURVEYOR'S CERTIFICATE: STATE OF FLORIDA COUNTY OF ST. LUCIE THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND THAT PERMANENT CONTROL POINTS (P.C.P.'S) F.ND LOT CORNERS WILL BE SET UNDER THE GUARANTEES POSTED WITH THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS FOR THE REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF PART 1 OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SUIjVfYORS AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ORDINANCES OF ST. LUCIE COUNTY, FLORIDA. THIS �U DAY OF JANUARY, 2024. SURVEYOR R0_WE L­-FURNT�S/ PROFESSIONAL SURVEYOR MAPPER #6272 STATE OF FLORIDA. CAULFIELD AND WHEELER, INC SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 (561)392-1991 CERTIFICATION OF AUTHORIZATION NO. LB 3591 I CERTIFICATE OF APPROVAL OF THE j COUNTY ENGINEER I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM SUBDIVISION PLATTING REQUIREMENTS AS SET FORTH IN SECTION 11.03.03 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE, APPROVED THIS DAY OF — �ar..----2024. --- - ----------------- N ME : D�AN. ZRALLACK, P.E. COUN ENGINEER ST. LUCIE COUNTY, FLORIDA CERTIFICATE OF APPROVAL OF THE COUNTY SURVEYOR l I HEREBY CERTIFY THAT THE UNDERSIGNED SURVEYOR AND MAPPER DULY LICENSED IN THE STATE OF FLORIDA HAS REVIEWED THIS PLAT FOR QONFORMITY WITH THE REQ IR MENTF OF CHAPTER 177, PAET 1, FLORIDA STATUTES. APPROVED THIS � DAY OF �7A/V U 2024. NAME: ALEXE4I GILEV P.S.M. COUNTY SURVEYOR ST. LUCIE COUNTY, FLORIDA PLAT BK 121 PG 16 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS PAGE Ila OF CAULFIELD and WHEELER, INC. BEING A PORTION OF SECTIONS 5 AND 69 SHEET 3 OF 23 SURVEYORS — ENGINEERS PLANNERS TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. 7900 GLADES ROAD, SUITE 100 BOCA R ATON FLORIDA 33434 561 392-1991 LUCIE COUNTY, FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB3591 SECTIONIGOVERNMENT LOT BREAKDOWN SHEET IW ,o jo :0 0 INDIAN RIVER COUNTY l 00 I� SECTION 31 SECTION 32 TOWNSHIP 33 SOUTH TOWNSHIP 33 SOUTH RANGE 40 EAST I RANGE 40 EAST _----------- ------ ------ ----- --- ----- NORTH LINE OF SECTION 6, TOWNSHIP NORTH LINE OF SECTION 5, NORTH 34 SOUTH, RANGE 40 EAST j TOWNSHIP 34 SOUTH, RANGE 40 EAST SECTION s SECTION 5 I GRAPHIC SCALE TOWNSHIP 34 SOUTH TOWNSHIP 34 SOUTH j 200 0 50 200 400 RANGE 40 EAST RANGE 40 EAST bONSERVATION PARCEL C j ( FEET ) NE 1/4 OF THE NE 1/4 I TRACT A j INTENDED DISPLAY SCALE: OF SECTION 6, TOWNSHIP (PARCEL 1) N 1/2 OF THE N 1/2 OF THE NW 1/4 OF CONSERVATION 1 INCH 200 FEET 34 SOUTH, RANGE 40 I SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST EAST TRACT C i PARCEL C PARCEL C (PARCEL 2) (PARCEL 1) SOUTH LINE OF THE NORTH 1/2 0 SOUTH LINE OF THE NORTH 1/2 OF THE THE NE 1/4 OF THE NE 1/4 OF I F NE 1/4 OF THE NE 1/4 OF SECTION 6, SECTION 6, TOWNSHIP 34 SOUTH, SOUTH LINE OF THE NORTH 1/2 OF THEN 1/2 OF THE NW 1/4 OF SECTION 5, I c� �- TOWNSHIP 34 SOUTH, RANGE 40 EAST RANGE 40 EAST 'n ------------------------------ ---- -- ------------ ----- -- -- ------------� co---- .-------- TOWNSHIP 34 SOUTH, RANGE 40 EAST � uwi � -------------------------------------------------------- --------------------------------------------- ----------------------------------------- --- S89'48'08"E i co S89`44'56"E 2728.49' i z Lu Iw j z w = 'o Io I w w :o O j rn i z z LEGEND/ABBREVIATIONS ►- j � o ' < : Q J �' - CENTERLINE w 14J 041 N v~i o - DELTA (CENTRAL ANGLE) v 0 : o a �, AC -ACRES v� n I `r wl w CB - CHORD BEARING r o i 0 Lo: _ CBE - CONSERVATION BUFFER EASEMENT z z I CD - CHORD DISTANCE j i DE DRAINAGE EASEMENT o FP&L - FLORIDA POWER AND LIGHT F' I~ PARCEL C z I L- ARC LENGTH 0 (PARCEL 1) LB -LICENSED BUSINESS SOUTH LINE OF THE NORTH 1/2 OF THE NE 1/4 OF o LME LAKE MAINTENANCE EASEMENT SECTION 6, (TOWNSHIP 34 SOUTH, RANGE 40 EAST I NORTH LINE OF THE SOUTH 1/2 OF THE NW 1/4 OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST I LSE - LIFT STATION EASEMENT - -------------- --------------------------------------------------- ------ ------ ------ ------ ------ ------ ---------•--------- -•---------------•--------------- -------------------------- NORTH LINE OF THE SE 1/4 OF THE NE N89'46'59'W n- I N89'46'28"W 2714.85' ORB - OFFICIAL RECORD BOOK _ _ 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH,NiN ' OS OPEN SPACE j - RANGE 40 EAST I PLAT BOOK F ; N PB o l o z Q l PC - POINT OF CURVE y o Lo o w ; o PCC - POINT OF COMPOUND CURVE o�� - z I z I POt - POINT OF CUSP o I o � w PRC - POINT OF REVERSE CURVE ✓� w I w 0 I z PT - POINT OF TANGENCY PNT POINT OF NON -TANGENCY PARCEL 3 w o: o 3_ I o PGA - PAGE z � � 0 R - RADIUS z z PARCEL 3 w: j w (R) - INDICATES RADIAL LINE 0: o GOVERNMENT LOT 1 RGE -RANGE ~ , ~ o `r : z SEC - SECTION w w SF - SQUARE FEET z =1 N S.M.T. WATER MANAGEMENT TRACT i (n: w TWP - TOWNSHIP EASEMENT ORTH LINE OF THE SOUTH 1/2 of THE SE 1/4 OF THE NE a of WMAE - WAITERY MANAGEMENT ACCESS EASEMENT OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST w ~j CONSERVATION ®PRM -DENOTES PERMANENT REFERENCE MONUMENT ------------------------------------------ ------------- --- _ S89'48 01 E 2701.20 5 8' IRON ROD WITH CAP STAMPED - S89'45'50"E --- —--------------------------- ------------ ------ ------ ------ ------ ------ ----------------------------------------------------------------------------------------------i TRACT C / NORTH LINE OF THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE NW 1/4 OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST "C&W PRM LB 3591" DENOTES PERMANENT CONTROL POINT PARCEL 3 i i NAIL WITH WASHER STAMPED "LB 3591„ - DENOTES SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED " C&W LB 3591„ ►� - DENOTES SECTION CORNER y I - DENOTES 1/4 SECTION CORNER : PARCEL 3 j PARCEL 3 j i NORTH LINE OF THE SE 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST SOUTH LINE OF THE NW 1/4 OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST SOUTH LINE OF GOVERNMENT LOT 1 _ S89_'49.34__E _ - -- ------------------------------------------------•------------------------- 2687.5----------------------------------------------------------------------- S89'49'34"E 2687.56' - NORTH LINE OF GOVERNMENT LOT 2 - { I WEST 1/4 CORNER , SECTION 5 HOPPER COCONUT LLC PARCEL A Iz SE 1/4 OF SECTION 6 j PARCEL 3 j z wi PARCEL F I o NORTH 1/2 OF n SW 1/4 OF SECTION 5, TOWNSHIP ,d`V- I � GOVERNMENT LOT 2 < 34 SOUTH, RANGE 40 EAST o0, p a zj w cn HOPPER COCONUT I Lc PARCEL E j j PLAT BK 121 PG 17 l THIS INSTRUMNONN EELTFURNISSED BY S4EA (;H u VE P, umv PAGE �U �7 ' L` OF BEING A PORTION OF SECTIONS 5 AND 69 CAULFIELD and WHEELER, INC. TOWNSHIP 34 SOUTH, RANGE 40 EAST, SHEET 4 OF 23 SURVEYORS I— ENGINEERS —PLANNERS ST. LUCIE COUNTY, FLORIDA 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 — (561)392-1991 rrornreTr nr ei irunoI7ennni yin i ctaei i uiof n-rTrn i er.inc I _ - - THE NORTH PLAT LIMITS SET PRM _ INDIAN RIVER COUNTY LIMITS LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST (BASIS OF BEARINGS) S89049'18"E 781.79' A PORTION OF SECTION 31, TOWNSHIP 33 SOUTH, EA' RANGE 40, EAST SOUTHEAST CORNER SECTION 31, .TOWNSHIP 33 SOUTH, RANGE 40 EAST FOUND 3/4" IRON PIN AS REPORTED ON CERTIFIED S89.43'26"E CORNER REPORT #076284 31 32 2929.78' 371.38' N00'10'42"E 410.42' SET PRM 5 300.15' STATE PLANE COORDINATES THE NORTH LINE OF SECTION 6, 22.47' FROM CERTIFIED CORNER RECORD TOWNSHIP 34 SOUTH, RANGE 40 EAST #076276 POINT OF NORTHWEST CORNER PC N=1172307.909 BEGINNING I SECTION 5, TOWNSHIP34 SOUTH, RANGE 40 E=861745.172 N=1172307.88 EAST E=861745.12 R=190.00' A=111.40'51" L=370.35' CD=314.44' I WETLAND CB=N31 57 49 W \ A I �- TRACT A � I (80.661 AC) 1 G� N 1` \ 33' -A 0 O \ AN � ��0 Ir Z 0 Z 7� f- r \ PRc zrnme,mvNORTH 0 -r\ o TRACT A o r (ORB 2507, PG 292) W \ w GRAPHIC SCALE + y O -Ao R=461.41' 7.231 AC a a \Pz 40 0 20 40 80 G O t1� _ � � Z A-19.12'34" I _ .. .. ., ? L=154.70' M O CD=153.97, 00 =o ( IN FEET ) CB=N12' 13' 16"W cn v' INTENDED DISPLAY SCALE: M 1 INCH = 40 FEET 14 V) I cn 0 I y ;%- -4 s z ld Z r— R=141.25' F A=45.09'13" w w O, y try ;, L=111.32' cn cn a, CD=108.46' w w �N� o � ��. Pcc cB=N4s• 43' o1"w � � z LEGEND ABBREVIATIONS k' �� y cn c~n 0 DELTARLINE (CENTRAL ANGLE) \ N w CB — CHORD BEARING .p CBE - CONSERVATION BUFFER EASEMENT CD — CHORD DISTANCE 7� I DE — DRAINAGE EASEMENT `J FP&L — FLORIDA POWER AND LIGHT O L _ ARC LENGTH -� �o PNT LMLB — LICENSED E BUSINESS — LAKE MAINTENANCE EASEMENT LSE — LIFT STATION EASEMENT �n ORB — OFFICIAL RECORD BOOK O O I OS — OPEN SPACE y� r N6 I PB =PLAT BOOK PC POINT OF CURVE OO�Z PCC —POINT OF COMPOUND CURVE 783s POC — POINT OF CUSP y ✓ �C r 0 PRC POINT OF REVERSE CURVE �.a PT — POINT OF TANGENCY 100PNT — POINT OF NON —TANGENCY \ I ` PC PG — PAGE R — RADIUS ` (R) — INDICATES RADIAL LINE A=26 R= *21'12' RGE — RANGE 40.29' � ` SEC —SECTION SSF — SQUARE FEET o. CD=1.05' .M.T. WATER MANAGEMENT TRACT \o_ �/► ` CB=N50' 12,3915 W TWP - TOWNSHIP SOUTH LINE OF THE N 1/2 OF THE NE ' *4k* SOUTH LINE OF THE N 1/2 OF I WMAE — WATERY EASEMENT MANAGEMENT ACCESS EASEMENT 1/4 OF TO THE NE 1/4 OF SECTION 6, THE NE 1/4 OF TO THE NE / 1/4 OF SECTION 6, TOWNSHIP I0PRM — DENOTES PERMANENT REFERENCE MONUMENT TOWNSHIP 34 SOUTH, RANGE 40 EAST' '�,1 TCH LINE SHEET f� -_ — 34 SOUTH, RANGE 40 EAST - — 5/8' IRON ROD WITH CAP STAMPED 1�1t`i 1 vl1 JJll �11J l V _ "C&W PRM LB 3591" DENOTES PERMANENT CONTROL POINT NAIL WITH WASHER STAMPED "LB 3591" ® ®— DENOTES SET 5/8" IRON ROD WITH PLASTIC S CAP STAMPED " C&W LB 3591" f� ® ►� — DENOTES SECTION CORNER ` ®®— DENOTES 1/4 SECTION CORNER PLAT BK 121 PG 18 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELb and WHEELER, INC. SURVEYORS - ENGINEERS -PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION N0. L83591 PLAT BOOK 121 PAGE SHEET 5 OF 23 NORTH GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATIONS - CENTERLINE - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD`- CHORD DISTANCE DE - DRAINAGE EASEMENT FP&L - FLORIDA POWER AND LIGHT L - ARC LENGTH LB - LICENSED BUSINESS LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT ORB - OFFICIAL RECORD BOOK OS - OPEN SPACE PB - PLAT BOOK PC - POINT OF CURVE PCC - POINT OF COMPOUND CURVE POC - POINT OF CUSP PRC - POINT OF REVERSE CURVE PT - POINT OF TANGENCY PNT - POINT OF NON -TANGENCY PG - PAGE R - RADIUS (R) - INDICATES RADIAL LINE RGE - RANGE SEC - SECTION SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT TWP - TOWNSHIP UE - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" O - DENOTES PERMANENT CONTROL POINT NAIL WITH WASHER STAMPED "LB 3591" - DENOTES SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED " C&W LB 3591" ►� - DENOTES SECTION CORNER ®®- DENOTES 1 /4 SECTION CORNER PLAT BK 121 PG 19 THIS INSTRUMENT PREPARED BY PLAT BOOK BONNIE L. FURNISS SEAGROVE P UD PAGE OF BEING A PORTION OF SECTIONS 5 AND 61 CAULFIELD and WHEELER, INC. TOWNSHIP 34 SOUTH, RANGE 40 EAST SHEET 6 OF 23 SURVEYORS - ENGINEERS - PLANNERS ' 7900 GLADES ROAD, SUITE 100 ST. LUCIE COUNTY, FLORIDA BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE 'OF AUTHORIZATION NO. LB3591 UNPLATTED LANDS A PORTION OF SECTION 32, TOWNSHIP 33 SOUTH, PLAT LIMITS RANGE 40, EAST SET PRM INDIAN RIVER COUNTY LIMITS i S89'43'26"E 2929.78' 1019.04' 76.09' 723.91' 0 THE NORTH LINE OF SECTION 5, Q, �cs' TOWNSHIP 34 SOUTH, RANGE 40 EAST 00 �. N v _ I O�, r's. MEAN HIGH WATER LINE Nsjs>> (N.G.V.D. ELEVATION 0.79') 12B.0o NBp. CONSERVATION ' S6 S83'0110W R=45.00' S7'04 ►y (MAY 15, 2003) SURVEY BY ip �63'S2'30" 145•60' CULPFPPER & TERPENING INC. TRACT C L=50.17' N80'46'37"W (ORB 2507, PG 292) S85'10'06"W 28.93' N78'50'57"1N N80 5704"W ASS- 31.35 145.60' W S88'39'28"W 30.56' SBo39 37.00' N77 y p 25 w " 74 36.09' --I - 4. 18, N85'29'50"W N81. 5 N74 45�'„w 48.95' R=50.00' ��P� PCp 55.84' '20" ' " A-33'56'44" 38.35 W A/6939 S83'20 45 W PC ---1 PC_ PT - S82 50 11 L=29.62 --E 179.93' 4S 5 �4''ry N00'1 '48"W / PT S7 30'S6• PC PC 6 2.75' 8 50 57"E \i \ a=33'56 44 �, / R=25.00' Sib ' 4j. S57'07 24 E L=29.62 O �"� �63'S2�30" �2 y46.83' \ I O� �W z > �O�w� /ate L=27.87 AF PNT R=45.00 > Q n`n.� TRACT A All C3/ 1~� R=25.00' A=21'43'33'' o� d�I O � (80.661 AC) P,,�C, A=21'43'33" L=17.06' N °' O w Z `a m N-�\4000' ���� ;n 0o 0I 10 pI NORTH CPC PNT W � \ \ 4o GRAPHICSCALE oo o 80 WI goo,\ oo\, IN FEET) 2 rn v ` INTENDED DISPLAY SCALE: I 1 INCH = 40 FEET 00' TRACT A m\ ' so� (80.661 AC) � y PC R=1848.90' N � I A=6'36'41" \ \ 213.34' \ 20, I �\ P T �52?, �L�� �o �s �a'a s' LEGEND ABBREVIATIONS o u 1 20' \ Q,�, PC\ ao. N Sr,-. I �v'+�1 q - CENTERLINE o00 I J'� o \moo, zo �"�,1 - DELTA (CENTRAL ANGLE) II r7 II \ 2 Q p, �N AC ACRES ao -' 1 I �'� G \cP w ni CB - CHORD BEARING \ ocr rn c� o `�,_ o Z CBE -CONSERVATION BUFFER EASEMENT o.cp v f w j N I CD -CHORD DISTANCE PT \o ` I DE - DRAINAGE EASEMENT ����� PC I o.`o I FP&L - FLORIDA POWER AND LIGHT I I 20' N < L- ARC LENGTH u \ o LB - LICENSED BUSINESS PT\ m z LME - LAKE MAINTENANCE EASEMENT I �I U, LSE - LIFT STATION EASEMENT o \ `''- \ w AZ �°° I ORB -OFFICIAL RECORD BOOK IN IJLJ I o rn I R. OS - OPEN SPACE J Lo ►� J �\ > I PB - PLAT BOOK I a I \ �� rril N� PC - POINT OF CURVE re) -moo -� ,\ �\ Z I PCC - POINT OF COMPOUND CURVE ^'ol � POC -POINT OF CUSP W J �\ p I PRC - POINT OF REVERSE CURVE I a I oo rn\ CA PT - POINT OF TANGENCY r, I PNT - POINT OF NON -TANGENCY I 0o N I \; \ N '' PG -PAGE U 0\ \ o^aq I R - RADIUS Q .cv o Q Lrn (R) -INDICATES RADIAL LINE a, 90g'0�, / o.`rw+ RGE - RANGE N6 �2 j SEC - SECTION W U oNo. / �,�� SF - SQUARE FEET Y LAKE TRACT 5 \ \ , / / �" / '�9 6' I S.M.T.- WATER MANAGEMENT TRACT PRC / I cs6,TWP _ TOWNSHIP Q ' ' 2.429 AC oo PRC "E 5 UE UTILITY EASEMENT J o " 9'26��6 /12990�„� N06'49'59"W I WMAE WATER MANAGEMENT ACCESS EASEMENT I ' N63 52 49 E / 6 r N �� / 569'0 ®PRM -DENOTES PERMANENT REFERENCE MONUMENT I� .. 51.60' / 5� / N 40.05 I 5/8' IRON ROD WITH CAP STAMPED � t A--2 32 11 , C& PRM LB 3591 r/� s � woo e woowoo + PRC L=38.07' ,0�"E / �\ - I� rn I OO - DENOTES PERMANENT CONTROL POINT " ' 0' �,. r N69 pg �9' / o �= � � R-699.98 � w � N33'53'21 "W NAIL WITH WASHER STAMPED LB 3591 0,�• ® �26• c^ / A=19'38 45 - DENOTES SET 5/8" IRON ROD WITH PLASTIC SOUTH LINE OF THE N 1/2 OF / , \ „ ' rn 35.55 , THE N 1/2 OF TO THE NW 1/4 ' /0�23 R=719�98� \ L=240.01 S23'2955 E CAP STAMPED " C&W LB 3591" / �•0 / �19'38 45 60.75 OF SECTION 5, TOWNSHIP 34 _ by �1 / ' .1 , \ _\oo� ►� - DENOTES SECTION CORNER \ _ _SOUTH, RANGE 40 EAST \ / L�1% �g8 " L=246.87 'co / _ �Zg'0� _i _ _ _ _' - DENOTES 1/4 SECTION CORNER T 1 \00.\0000 oioo 000 00000 \ \ cA N A=16'06'11"000 L=241.70' ------__-- —I MATCH LINE SHEET 10 PLAT BK 121 PG 20 PLAT BK 121 PG 21 JrV SEA trR u VE P Un BEING A PORTION OF SECTIONS 5 AND 69 9 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA SHEET 8 OF 23 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELD and WHEELER, INC. ` 7900 GLADES ROAD, SUITE 100 SURVEYORS - ENGINEERS - PLANNERS SOUTH LINE OF THE, N 1/2 OF 6, TOWNSHIP BOCA RATON, FLORIDA 33434 - (561)392-1991 1/4 OF SECTION THE NE 1/4 of THE NE CERTIFICATE OF AUTHORIZATION NO. LB3591 I� ` - �34 SOUTH, RANGE 40 EAST � MATCH LINE SHEET 4 NORTH � � LEGEND/ABBREVIATIONS 40* TOF LINE OF THE N 1/2 GRAPHIC SCALE E N 1/2 OF TO THE 40 0 20 40 80DELTER(CENTRAL ANGLE) � -DELTAAC - ACRES /4 OF SECTION 5, ` CB - CHORD BEARING ' TOWNSHIP 34 SOUTH, `L" ffma La_ "QCBE - CONSERVATION BUFFER EASEMENT 0401 RANGE 40 EAST ( IN FEET) CD - CHORD DISTANCE INTENDED DISPLAY SCALE: DE - DRAINAGE EASEMENT ` 1 INCH = 40 FEET FP&L - FLORIDA POWER AND LIGHT ` L - ARC LENGTH f LB - LICENSED BUSINESS a ` LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT ORB - OFFICIAL RECORD BOOK OS - OPEN SPACE PB - PLAT BOOK PC - POINT OF CURVE PCC - POINT OF COMPOUND CURVE \ S89.59'35"E POC - POINT of CUSP SET PRM 73.33' SET PRM PRC - POINT OF REVERSE CURVE 80.00' PT - POINT OF TANGENCY (DEED) I PNT - POINT OF NON-TANGENCY „�N I PG - PAGE \ S6� �1 �p (R) - INDICATES RADIAL LINE o S RGE - RANGE 6�32• SEC - SECTION SF - SQUARE FEET �► 2p 96 I S.M.T.- WATER MANAGEMENT TRACT S?, o I TWP WNSHIP UE - UTILITY EASEMENT 33 \ N TRACT A �, WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT (80.661 AC) \ \ �O 5/8' IRON ROD WITH CAP STAMPED \ "C&W PRM LB 3591 " tiQ QQ - DENOTES PERMANENT CONTROL POINT 8�s• NAIL WITH WASHER STAMPED "LB 3591" \ 10 \ \ r�L - DENOTES SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED " C&W LB 3591" �� \ ��6 - DENOTES SECTION CORNER DENOTES 1/4 SECTION CORNER N o \ Z Q I Q TRACT A o I o (80.661 AC) � \ 0 F�► 2 cT O 0 0 0; O /� �► v IL'0 �� /—\ O\ th �• �j c=n v=i / / N� 4 pg 0 ayN�gj �A ,0 o t� �� y N N / 49 S q N� O �'7�5� \ o o 'Lp 10.23'-A 0 \ y \� O v ui 20' IA 3.1� O O \ 6� Z�z N rn O o y✓✓ 'c TRACT C r'o J I J (4.007 AC) LAKE TRACT 2 I \ PART OF N Wi 1.788 AC THIS PLAT I I 1p0\ I o 3's v, SET PRM m 90 O0� I �� ch 13 Z < \ vZc1'o� ca Oct 20' R=33.00 R=33.00' a=74'00'51" �91•52.47 / SZ NORTH LINE OF THE SE 1/4 OF THE L=42.63' ' \ SET PRM NE 1/4 OF SECTION 6, TOWNSHIP ' •�W. 34 SOUTH, RANGE 40 EAST S87'08'38"E 320.53' N86'26'23"E 138.45' 110.00' (DEED) _ --- --- ._' 118.09' \� SET PRM — — — — — �_ rnl �� NORTH LINE OF THE S 1/2 OF THE NW 1/4 OF ' a; ^ SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST 2 DUJ now — 000 ' �m .,.� 0 ' Now _ � amm _ CH LINE SHEET 12 MAT PLAT BK 121 PG 22 PLAT BOOK Z THIS INSTRUMENT PREPARED BY SEA GR VE P UD RONNIE L. FURNISS PAGE 27— OF BEING A PORTION OF SECTIONS 5 AND 6, CAULFIELD. and WHEELER, INC. TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA SHEET 9 OF 23 SURVEYORS -= ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 — (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 s ♦ SlIEE MATCH LINE SHEET 5 T C 000 ` A--- 12'02' 44" „ 2 00111011111, D�9 36 PRCo+ — — \/onr" �r� S79.11,03 E 54PRC R=45.00, PRC �� SOUTH LINE OF THE N ' " THEN 1 2 OF TO THE NW \ SOUTH LINE OF THE N 1/2 OF N �78'36 58 \ sp / ` THE N 1/2 OF TO THE NW o / L=61.74' �, pp. ' 1/4 OF SECTION 5, TOWNSHIP / \ 1/4 OF SECTION 5, TOWNSHIP ' �0'41 40 N7545g• 34 SOUTH, RANGE 40 EAST ` ' O�F, ,�500 34 SOUTH, RANGE 40 EAST L=20.00 �125.00 „E 9.1141"w f R=45.00' gyp, per, O�.12 30 , 1 a=120'22'05" O� PRC \ NORTH RC Srotibgl�/ / ` ' ` GRAPHIC SCALE 40 0 20 40 80 IN FEET INTENDED DISPLAY SCALE: 1 INCH = 40 FEET PT \ LAKE TRACT 4 5.447 AC �► 000_ LAKE TRACT 3 \ 3.114 A C TRACT A va R=33.00' I � \ \ A--87'45'08" �/ 1 L=50.54' ' R=33.00' PC \ 0' 0=93'14'32" 2 L=53.70' / � \000 t, 000 r'o. ga LEGEND/ABBREVIATIONS \ R'`��3 ®� e - CENTERLINE \ ✓ - DELTA (CENTRAL ANGLE) 0100 AC - ACRES CB - CHORD BEARING S � CBE - CONSERVATION BUFFER EASEMENT 20 PNT PC CD - CHORD DISTANCE R=35.00' DE - DRAINAGE EASEMENT A=95'43'13" FP&L - FLORIDA POWER AND LIGHT z L=58.47' L - ARC LENGTH', o I % �u PNT LB - LICENSED BUSINESS c;, LME - LAKE MAINTENANCE EASEMENT W I / A� LSE - LIFT STATION EASEMENT R=25.00 rn y'r ORB - OFFICIAL RECORD BOOK �90'00'00" �� Z N 1000 OS OPEN SPACE 20' L=39.27' No PC PB -PLAT BOOK looI PC - POINT OF CURVE 20g99 r/" `000 _ PCC - POINT OF COMPOUND CURVE CA POC - POINT OF CUSP No R_750.p0' PRC - POINT OF REVERSE CURVE N86'26'23"E 76.47 PT - POINT OF TANGENCY PT PNT - POINT OF NON -TANGENCY PG - PAGE ' R - RADIUS (R) = INDICATES R DIAL LINE ' RGE RANGE SEC - SECTION '000 SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT 000 TWP - TOWNSHIP _ _ UE - UTILITY EASEMENT — — — —000 WMAE - WATER MANAGEMENT ACCESS EASEMENT 0*00 ®PRM - DENOTES PERMANENT REFERENCE MONUMENT ' NORTH LINE OF THE S 1/2 OF THE NW 1/4 OF 000 5/8' IRON ROD WITH CAP STAMPED SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST 000 "C&W PRM LB 3591" ' 000 0000 DENOTES PERMANENT CONTROL POINT woo NAIL WITH WASHER STAMPED "LB 3591" ' 0 - DENOTES SET 5/8" IRON ROD WITH PLASTIC 1� ""� CAP STAMPED " C&W LB 3591" L wow moon .� w/o UEET ►1 - DENOTES SECTION CORNERS s 1:� - DENOTES 1/4 SECTION CORNER TCH LI MA PLAT BK 121 PG 23 t THIS INS UMENT PREPARED BY SEAGROVE PUD PLAT BOOK RONNIE L. FURNISS PAGE 23 OF BEING A PORTION OF SECTIONS 5 AND 6, CAULFIELD and WHEELER INC. TOWNSHIP 34 SO UTH, .RANGE. 40 EAST, ST. LUCIE .COUNTY, FLORIDA SHEET 10 OF 23 SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 -- '" NORTH- � GRAPHIC SCALE MATCH LINE SHEET 7 - - 40 0 20 40 80 ri - - - - - - - - 000 -'*"K 5 p " (` wIN FEET) ♦ ♦ a� " SOU LINE OF THE N 1/2 OF LEGEND ABBREVIATIONS 1 ,11 W m ♦ ` ♦ \ or'�_ N0419 38 W THEN 1/2 OF TO THE NW 1/4 C 57 •p8 INTENDED DISPLAY SCALE: ♦ 0000 22.47 OF SECTION 5, TOWNSHIP 34 - CENTERLINE 5 0p " 1 INCH = 40 FEET c3: c3` i 12oa,11 E p ♦ \ � ♦ � � � SOUTH, RANGE 40 EAST A _DELTA (CENTRAL ANGLE) �- N71 ♦ \ N21 59 35 W AC ACRES w ♦\ , CB - CHORD BEARING SOUTH LINE OF THEN 1/2 N ♦ 10\1' 53.32 CBE - CONSERVATION BUFFER EASEMENT OF THEN 1 /2 OF TO THE rn, MATCH LINE SHEET 6 ' \�� � 2 CD - CHORD DISTANCE NW 1/4 OF SECTION 5, a — �� — �� M.♦ \�'- `mow. DE - DRAINAGE EASEMENT TOWNSHIP 34 SOUTH, r ,T T \� `J�_ FP&L - FLORIDA POWER AND LIGHT RANGE 40 EAST �� 20 R=1350.00' 20 \v `rstj• ��: L - ARC LENGTH A=17'55'25 \ \�� ��- LB - LICENSED BUSINESS LME LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT ORB - OFFICIAL RECORD BOOK PC \ i9cA. \ < �S OS - OPEN SPACE \ago �2 PB - PLAT BOOK �Jz .o "o�r'r, PC - POINT OF CURVE ` \ `9j �' s. PCC - POINT OF COMPOUND CURVE \ \ �cA. v POC POINT OF CUSP ` \ _ 1% PRC - PO►NT OF REVERSE CURVE LAKE TRACT 5 \ o \ PRC PT - POINT OF TANGENCY PNT - POINT OF NON -TANGENCY a \ 2.429 AC A \ Pc - PAGE '_� \ < PRC R - RADIUS (R) - INDICATES RADIAL LINE RGE - RANGE SEC SECTION SF - SQUARE FEET ` � \ o S.M.T.- WATER MANAGEMENT TRACT � R=33.00 0. v \ ,� o TWP - TOWNSHIP A 117*32'23" � \ ��� v'- �. Z UE - UTILITY EASEMENT Til` L=67.70' v\ \ �, � WMAE _ WATER MANAGEMENT ACCESS EASEMENT R=700.01" �� o. � ®PRM DENOTES PERMANENT REFERENCE MONUMENT ` - I a=3'52 51 Jz�o_ r'v+\ J'r, o� 5/8' IRON ROD WITH CAP STAMPED `y Zp, R=33.00 PRC L=47.41 a\ \ d: ., " �76'10'50" �'_ <\ TRACT A � o� � C&W PRM LB 3591 ` L=43.88' �Q (80.661 AC) p - DENOTES PERMANENT CONTROL POINT " NAIL WITH WASHER STAMPED LB 3591 I �+1 `- LME m DENOTES SET 5/8" IRON ROD WITH PLASTIC o - o� \ \ o rn. CAP STAMPED C&W LB 3591, ` R=1418.98 A 5141"L=194.69' PRC \ \ p=5'41'43" L=141.05' PC cis ►Zj - DENOTES SECTION CORNER w PNT PC pl. N — DENOTES 1/4 SECTION CORNER �-3 N o A=1 21 30 A=5'00'31" CP, coo l L=33.64 L=27.42'04 \ �\ o 11, W s86.13'40"E � CONSERVATION �, �,\ 25.92 0 TRACT C Lp N I I a\ ` N\ �(ORB 2507, PG 2921 I N i o N cp. Z MEAN HIGH WATER LINE ` (N.G.V.D. ELEVATION 0.79') DE \ �oNQ \ 9 y 3 �+� (MAY 15, 2003) SURVEY BY ` �':,A G \� M CULPEPPER & TERPENING INC. Ao V\� ♦ �� 02 \ \ 00 ' ♦ �� N � \ o ` � ,o -W s �� 000 S08'08'51 "E i N \` 39.90' o- z I I cn ` o -o \ N N � N I �l l�� \ F\ S35'23'53"E 0 o rno 0� 0) \ w \ 24.39 m O0 S01'22'11"E \ 45.26' R=1118.98' \ I000 L=-2EL4'06" PNT ` PRC L=46.90' \ �I R=613.69' A=14'18wjjjjjj'54" L=153.33' \ N ` LME \0. '� 1.� 2o- 1R.111g.9$ 2 � -- 1 J Vol — \ ♦$00 '`,, �t �. �t F+ o LAKE TRACT 1 \ �" o ♦ ,�+C ` J 8.876 AC ♦0000 ♦ 1 d 2 MATCH LINE SHEET 13 PLAT BK 121 PG 24 PLAT BK 121 PG 25 SEAGROVE PUDLEGEND/ABBREVIATIONS Pc - POINT OF CURVE PLAT BOOK KEY MAP PCC - POINT OF COMPOUND CURVE � -CENTERLINE ®PRM -.DENOTES PERMANENT REFERENCE MONUMENT 7 N T TO SCALE A - DELTA (CENTRAL ANGLE) POC - POINT OF CUSP 5/8' IRON ROD WITH CAP STAMPED PAVE BEING A PORTION OF SECTIONS 5 AND 61 AC - ACRES PRC - POINT OF REVERSE CURVE C&W PRM LB 3591 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA CB - CHORD BEARING PT POINT OF TANGENCY © - DENOTES PERMANENT CONTROL POINT CBE CONSERVATION BUFFER EASEMENT PNT - POINT OF NON -TANGENCY NAIL WITH WASHER STAMPED "LB 3591" SHEET 12 OF 23 9 Q 1 CD - CHORD DISTANCE 1 DE -DRAINAGE EASEMENT PG -PAGE - DENOTES SET 5/8" IRON ROD WITH PLASTIC NORTH THIS INSTRUMENT PREPARED BY FP&L - FLORIDA POWER AND LIGHT R - RADIUS CAP STAMPED " C&W LB 3591" RONNIE L. FURNISS L - ARC LENGTH (R) - INDICATES RADIAL LINE 41111DENOTES SECTION CORNER OF LB - LICENSED BUSINESS RGE - RANGE 1 15 LME - LAKE MAINTENANCE EASEMENT SEC - SECTION - DENOTES 1/4 SECTION CORNER SF - SQ UARE ARE FEET CIFT STATION EASEMENT Q AU LFI ELD and d W E E O WHEELER, AA'' �' INC.IIV�� S.M.T.- WATER MANAGEMENT TRACT - ORB -OFFICIAL RECORD BOOK r�+ 16 O ,� 8 , , 0 SURVEYORS - ENGINEERS - PLANNERS OS - OPEN SPACE TUE - TOWNSHIP EASEMENT SIRE j 9�' 7900 GLADES ROAD, SUITE 100 PB - PLAT BOOK wMAE - WATER MANAGEMENT ACCESS EASEMENT SI3 � �T I 15 < ® BOCA RATON, FLORIDA 33434 - (561)392-1991 f'��;H �1� ..• '�' 5 m � W � j � ` 23 O CERTIFICATE OF AUTHORIZATION NO. L83591 1�= 2momer wwwwom mv� - 000 1 MATA \N CH LINES _ mom ..040 N07'13'42"E �..� ��,..�Emm soon .... �.� ....� 109.92' NORTH . " N07'13'42"E ` N26 35 49 E 21.08' 117.15' ` N26'35'49"E GRAPHIC SCALE 19.10, 40 0 20 40 80 , L20�_ z DE z R=10.00„ o l to l IN FEET) 5� $�Z„�l �148'02 22, PT w w INTENDED DISPLAY SCALE: pr 56a-51 C=25.84 v I Iw 1 INCH 40 FEET PC N No- o PC SS7. O' g�57„W 148 09 ME No S7a2 �. w �-� _ CA PNT R-300.00 J PC A---9*51'55" OQ) �_ . I N86'26'23"E 187.34' �- � L=51.65' 20' - No o R=33.00' N PC LME o �� �104'46'44" cw71 N � I CA -r S86'46'25"E N86'26'23"E 139.55' .___.. -- R=300.00' L=60.35' cw 93.87' _--- PT N r / A=7'57'27" R=10.00' � z L=41.67' \ y I A-=90'00'00" 0c o L=15.71' rn R=33.00' fTl IN 2 w r m �54.40'05" LAKE TRACT 6 I r CA w 20 1.564 AC �2 Ch o R=33.00' \ O S ZA F- F r*i TRACT A �' f A- 78'53'58" R=33.00, 20' �96'38 58O w W L=45.44' Q (.) L=55.67' ry G th a a S86'26'23"/ - LME W W 11.75' / N86'54'39"W 472.04 o N86'26'23"E 127.41' 386.00' _ S N Ff o I p co o / .c�'I 20.00' 66.04' N N m - �6\ o- M DRY DETENTION N - N86.26'23"E 132.61' a TRACT 1 0) �' `� 2.466 AC ►- ^� Mil I� ' N N ;.Ao 0 o N ' W rig \ ��• - O w w S71'47'03"E i l �t11 �� (3\� rn rn 22.93 �1 TRACT C C) 0 o o Pc I s L 2 (4.007 AC) �• �' N. Z I z Li _ w \ N PART OF �� O PT N o l o N � � ' 3 THIS PLAT '" N cr Q W R-1o.o0 0 0o N� r tip o to L=15.71 �' z z N O DE V O I N ' N Ncp.,CIV CO v ' �� �� l _ s� N N ' oIR Lol 1P 10 to l o o l l O ' N l i 330.34' �SL� o N8654'39"W 498.88 20.00' 148.54' LME Off► C� 20' R=31.00' A--74'01'29" �� Q �A N / L=40.05' ' h �S I LAKE TRACT 8 y _-37Q-SET PRM � 2.969 AC O a � SET PRIVI ' 76.98'- -L �\ 7 N89'45'50"W 7� PT 2O' NORTH LINE OF THE S -J R=300.00' 1/2 OF THE NW 1/4 ' 6=33'18'26" SECTION 5, TOWNSHIP 34 ` L=174.40' R=280.00' SOUTH, RANGE 40 EAST ' S05.09'06"W /'- �34'43'35" \ R=10.00 ` L=169.70 ' `�- A--65'19'42" 24.59 L=11.40' PC PT soma cA I PT 'I qo' „W ' ` R=1 o.00„ PC S�o•2$' �a MATCH LINE SHEET 16 a=89 58 27 ' L=15.70' I PLAT BK 121 PG 26 q i a� PLAT BOOK 000 SEA GR 0 VE F'UD 109 � ®� BEING A PORTION OF SECTIONS 5 AND 69 000 ` TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA �� 000 THIS INSTRUMENT PREPARED BY 00 NORTH RONNIE L. FURNISS OF GRAPHIC S ALE �00CAULFIELD and WHEELER, INC. i 40 0 20 �40 80 ,e SURVEYORS ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 e BOCA RATON, FLORIDA 33434 - 561 392-1991 ( IN FEET) �. ' , CERTIFICATE OF AUTHORIZATION NO.LB3591 INTENDED DISPLA SCALE: ` �„,00000 1 INCH = 40 FEET PAGE ?-b SHEET 13 OF 23 p�2213 2 3g'13 MATCH LINE SHEET 10 PCC NORTH LINE OF THE S 1/2 OF THE NW 1/4 OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST ,ate / i o / LAKE TRACT 1 o / (8.876 AC) i 0 PCC 20 z TRACT A (o o i (80.661 AC) � / LME N PRC R=150.00' R=329.17' A=12'40'03" \ A=5*11'43" / PRC L=72.77' PRC R,200 \ o PRC L=13.60' Opp \ o I �5 " N \rn .19 T � O O LLJ y N r o / o\ 11 Of I 2 PCC \ PCC / I 20' I I � I 20 �. I y I� PRC o O J " o I R=50.00' I 1� A=21'09'49" � J I/ PRC L=18.47' t1a PC I ' ' S02'17'00"E to 39.87' I v w TRACT "B" Lo I � a o PT 5.242 AC �_ Ir 11 I � ' -' 20 R=200.00' PCC ' A=15*31'19" ' t� L=54.18' ' 0000 PA �m 0"' now 0� mm mm mm/ ' 9/ N 2 `soonno= s .,,... �... .� PRC - POINT OF REVERSE CURVE mom mm '�"' ry PT - POINT OF TANGENCY w � `,— ,.�. mom mm. 1 ( PNT - POINT OF NON -TANGENCY (0, \ MA TCH LINE SHEET LEGEND ABBREVIATIONS PG -PAGE �14A W 0000 - TERLINE R _ RADIUS S 0 TES RADIAL LINE _ DELTA (CENTRAL ANGLE) ' RGE — RANGE ' AC ACRES 148.54' ' CB - CHORD BEARING SEC -SECTION S0 ? 52 CBE - CONSERVATION BUFFER EASEMENT SF - SQUARE FEET 39"N�004 �/CD - CHORD DISTANCE S.M.T.- WATER MANAGEMENT TRACT N86'54'LME 498 88' DE - DRAINAGE EASEMENT TWP - TOWNSHIP �"�-�•.�_� E q\Lf� '��� I FP&L - FLORIDA POWER AND LIGHT UE - UTILITY EASEMENT �`�' WMAE - WATER MANAGEMENT ACCESS EASEMENT L -ARC LENGTH EPRM - DENOTES PERMANENT REFERENCE MONUMENT 000 LB - LICENSED BUSINESSN20'39'51"W LME - LAKE MAINTENANCE EASEMENT 5/8' IRON ROD WITH CAP STAMPED �� C&W PRM LB 3591" 119.79' ' � LSE - LIFT STATION EASEMENT _ � �� ORB - OFFICIAL RECORD BOOK O NAIL OWITH TES PWASHER NSTAMPED O LB POINT3591" OS - OPEN SPACE 0 - DENOTES SET 5/8" IRON ROD WITH PLASTIC PB - PLAT BOOK PC - POINT OF CURVE CAP STAMPED " C&W LB 3591" PCC - POINT OF COMPOUND CURVE ►�{ - DENOTES SECTION CORNER POC - POINT OF CUSP DENOTES 1 /4 SECTION CORNER PLAT BK 121 PG 27 SEAGROVE PUD PLAT BOOK PAGE 2� BEING A PORTION OF SECTIONS 5 AND 6, MATCH LINE SHEET 10 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA SHEET 14 OF 23 000 ' S01.22'11"E THIS INSTRUMENT PREPARED BY ' 45.2s N RONNIE L. FURNISS o'er p w os OF CAULFIELD and WHEELER, INC. 'Oro SURVEYORS - ENGINEERS -- PLANNERS � �Pc �� `� � CONSERVATION 7900 GLADES ROAD, SUITE 100 000 P� ' TRACT C I BOCA RATON, FLORIDA 33434 — (561)392-1991 .� (ORB 2507, PG 292) '3 I CERTIFICATE OF AUTHORIZATION N0. L63591 PC \moo F — - -- 'o NORTH LINE OF THE S 1/2 OF sz.rr= THE NW 1 /4 OF SECTION 5, F S41'55 52" E TOWNSHIP 34 SOUTH, RANGE 11.41' acP= 40 EAST S82'06 33"E Ls76'1 , 7'35,. 138.97' \ 39 , o S25'07'15"W Z " S09'52 24 E 33.57' 409.69' °o. zol. \ S31'08'03"E -� 20.00 S60'53'49"E o v� \ TRACT A 27.04 0= r �• < � lOdATCl�, LINE SHEET l 1 80.661 Ac 11>11 To, PC X h� / \co -Oil LEGEND/ABBREVIATIONS CENTERLINE /c��` DELTA (CENTRAL ANGLE)AC - ACRES I , CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT / CD - CHORD DISTANCE C j OHO. PR / \ ,� DE _ DRAINAGE EASEMENT g9F, \= I FP&L FLORIDA POWER AND LIGHT <1' m L - ARC LENGTH LB \ _ LICENSED BUSINESS o / LME LAKE MAINTENANCE EASEMENT - LSE LIFT STATION EASEMENT o ORB - OFFICIAL RECORD BOOK OS - OPEN SPACE \ \ -1 PB -PLAT BOOK `n I � cn PC - POINT OF CURVE oto F N PCC - POINT OF COMPOUND CURVE tiA�. m W POC -POINT OF CUSP n o PRC POINT OF REVERSE CURVE s\. oJ,� >>•. PT - POINT OF TANGENCY s�, o w o �p 0 1 PNT - POINT OF NON -TANGENCY �Q p PG - PAGE \ ��\ �o r; gyp. -� R RADIUS J p , �_ n rn z z (R) -INDICATES RADIAL LINE ly 0 �\ \ o w RGE RANGE �\,�s F o z SEC - SECTION � � Q V + CONSERVATION BUFFER N cMEAN HIGH WATER LINE w V- w EASEMENT 5F -SQUARE FEET -� (N.G.V.D. ELEVATION 0.79') o "'� o S.M.T.- WATER MANAGEMENT TRACT \`'' \N w c� TWP -TOWNSHIP 1..3 \ < �` (MAY 15, 2003) SURVEY BY z °- 0 r' = UE - UTILITY EASEMENT o_ CULPEPPER & TERPENING INC. -' cn WMAE -WATER MANAGEMENT ACCESS EASEMENT \ rn S00'06'51"E ®PRM DENOTES PERMANENT REFERENCE MONUMENT �\ 29.38' w 5/8' IRON ROD WITH CAP STAMPED „C&W PRM LB 3591" \ \ °' pp - DENOTES PERMANENT CONTROL POINT S28'58'19"E NAIL WITH WASHER STAMPED "LB 3591" T� \ '1�18.23' N - DENOTES SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED C&W LB 3591" \ \ w ►Zj - DENOTES SECTION CORNER in TT^^ N ®®- DENOTES 1/4 SECTION CORNER v1 LAKE TRACT 1 y I (8.876 AC) O 2 CONSERVATION o TRACT C S23'23'53"E ( RB 2507, PG 292) 215.07' z oWOO 000I .P Zo� / J 5220 �� �9 N �� �� \ y ..• v000 3108„ v 50 �\ L_81.79 �- I �`� 58.. p.3' 411 Z z 140 w ` c� 5000 SF r 41'49' 55 n 139 0 �� 83, »E i N _ Vl' o. f 6881 SF C4 22. N rn v, v! Z - o \ �s I ' �,, (A � �_ U! � 138 \ CT%� o, 6'QN� , hi a s N 6772 SF \ 3 w 137 `'' 5� 1V- rn 5522 SF cNr , o, h0 2� N •'�N co V- 135 N 55366SF cNn �0.� , \ D�� S%� �1 66 �� co P n 5884 SF ►� -� 4 34 1� NORTH 5a' E� ' �13.4g�14� �'�� S23'23�53"E S 49,15 4a.3� ,Zg g�'� GRAPHIC SCALE I 215.07 ' A=_36'46" co Q-3 44904� L-48. .32' 44„ L 7✓i 40 0 20 40 80 Lt45.71— L-48 � C I R_725.00' �'23 — — — — — — — ( IN FEET ) I INTENDED DISPLAY SCALE: �'• Z NORTH LINE OF THE S ' 1 INCH = 40 FEET I ��R r' sa. �r. 1 /2 OF THE N W 1 /4 0 N SECTION 5, TOWNSHIP 34 \ SOUTH, RANGE 40 EAST N N M4TCH LINT: SHEET 18 PLAT BK 121 PG 28 MATCH LINE THIS SHEET SEAGROVE PUD BEING A PORTION OF SECTIONS 5 AND 69 �AQ TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA 50.29 S6 oul, S82'6 27 W PLAT LIMITS THIS INSTRUMENT PREPARED BY � `so:�s` 5� 001- RONNIE L. FURNISS OF i s66.4o'2 nE� CAU LFI ELD and WHEELER, INC. N89'27 53 E SET PRM 25.96' SURVEYORS — ENGINEERS — PLANNERS 123.46' 7900 GLADES ROAD, SUITE 100 S`S�,• tis�969 . BOCA RATON, FLORIDA 33434 — (561)392-1991 SET PRM SS S� 'moo , CERTIFICATE OF AUTHORIZATION NO. LB3591 AI i SS Z>'Q� THE APPARENT SHORELINE AND VEGETATION LIMITS OF INDIAN RIVER QR�� AS DETERMINED BY CULPEPPER & TERPENING S7� Z ALTA/NSPS LAND TITLE SURVEY JOB NUMBER KEY MAP NOT TO SCALE NORTH PLAT BOOK � 1� PAGE 1� SKEET 15 OF 23 20-216, DATED DULY 19, 2022 I 1 ow �9 Nu MATCH LINE SHEET 11 NORTH [.i l S05'54'30"W SET PRM Ns 8 96.83' o,�� w' I SET PRM s� .26, GRAPHIC SCALE W . h 40 0 20 40 80 �,h IN FEET ) \ INTENDED DISPLAY SCALE: PLAT LIMITS 2 II, I N� 1 INCH = 40 FEET THE APPARENT SHORELINE AND VEGETATION LIMITS OF INDIAN RIVER LEGEND/ABBREVIATIONS ^11I C - CENTERLINE A - DELTA (CENTRAL ANGLE)AC - ACRES N46'34'57"E CB - CHORD BEARING 81.35' CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE -DRAINAGE EASEMENT \ N28'1 FP&L - FLORIDA POWER AND LIGHT � �� N 59 93' � L - ARC LENGTH CONSERVATION LB - LICENSED BUSINESS LME - LAKE MAINTENANCE EASEMENT •�6�. TRACT C ' LSE - LIFT STATION EASEMENT (ORB 2507, PG 292) MEAN HIGH WATER LINE MARCH 23, 2021 ORB - OFFICIAL RECORD BOOK (N.A.V.D. 88 ELEVATION -0.43 PER FDEP TIDE OS - OPEN SPACE INTERPOLATION POINT #875) PB PLAT BOOK tiR , \ AS DETERMINED BY CULPEPPER & TERPENING PC - POINT OF CURVE `�� Rom, SET PRM ALTA/NSPS LAND TITLE SURVEY JOB NUMBER 20-216 PCC - POINT OF COMPOUND CURVE O / DATED JULY 19, 2022 POC POINT OF CUSP N33'01'29"E PRC - POINT OF REVERSE CURVE CONSERVATION _ /� 85.57' PT - POINT OF TANGENCY TRACT C PNT POINT PG PAGE OF NON -TANGENCY (ORB 2507, f G 292) N79'5 27-W R - RADIUS SET PRM (R) - INDICATES RADIAL LINE RGE - RANGE ISEC - SECTION SF - SQUARE FEET $ 00 �- WATER !MANAGEMENT PANAGEMENT TRACT F �-� � �� ��ol` TWP � UE - UTILITY' EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT 63' ®PRM - DENOTES PERMANENT REFERENCE MONUMENT N / 5/8 IRON ROD WITH CAP STAMPED "'1 Z "C&W IPRM LB 3591" SET PRM Z DENOTES CONTROL POINT NAILWITH WASHERSTAMPED"LB 3 591" N / rag SET PRM z - DENOTES SET 5/8" IRON ROD WITH PLASTIC p� ( N30'22'00"W o I CAP STAMPED " C&W LB 3591„ \ 46.73 1 N o - DENOTES SECTION CORNER \ ( J w I TE� o N w0 DENOTES 1 /4 SECTION CORNER _ N19'47'32 W Irj Lo SN 28.50' IJC:) \ N SOUTH LINE OF THE NE 1 /4 SECTION 5 p31.21' ,,,� N66'10'08"W '•� C-)•� TOWNSHIP 34 SOUTH, 40GOVERNMENT LOT 1 .EAST — _ — — — — _ — _ _ — — — — — � — — — SET PRM. � I , GOVERNMENT LOT 2 N SET PRM \ N22'45'12"W I� \-111.01' cq L- C� Z S38'57'04"E rn o w I 75.81' IN �; SET PRM �s ` THE APPARENT SHORELINE AND M�j m VEGETATION LIMITS OF INDIAN RIVER I AS DETERMINED BY CULPEPPER & TERPENING ALTA/NSPS LAND TITLE SURVEY JOB NUMBER " Z 20-216, DATED JULY 19, 2022 w I S18 52 40 E cp 40.90 � N w MEAN HIGH WATER LINE MARCH 23, 2021 (N.A.V.D. 88 ELEVATION -0.43 PER FDEP TIDE INTERPOLATION POINT #875) AS DETERMINED BY CULPEPPER & TERPENING CA ALTA/NSPS LAND TITLE .SURVEY JOB NUMBER 20-216 (rl Z \ DATED JULY 19, 2022 \ -� I SET PRM PLAT LIMITS \rn. �, SET PRM s 1Q ems, S06'15'44"W 1 6` �6 -. 95.50' A �Ns980• L MATCH LINE PLAT LIMITS THIS SHEET PLAT BK 121 PG 29 LEGEND/ABBREVIATIONS q - CENTERLINE - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT FP&L - FLORIDA POWER AND LIGHT L - ARC LENGTH LB - LICENSED BUSINESS LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION (EASEMENT ORB - OFFICIAL RECORD BOOK OS - OPEN SPACE PB - PLAT BOOK PC - POINT OF CURVE PCC - POINT OF COMPOUND CURVE POC - POINT OF CUSP PRC - POINT OF REVERSE CURVE PT - POINT OF TANGENCY PNT - POINT OF NON -TANGENCY PG - PAGE R - RADIUS (R) - INDICATES RA IAL LINE RGE - RANGE SEC - SECTION SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT TWP - TOWNSHIP UE - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" DENOTES PERMANENT CONTROL POINT NAIL WITH WASHER STAMPED "LB 3591" - DENOTES SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED" C&W LB 3591" 44- DENOTES SECTION CORNER - DENOTES 1/4 SECTION CORNER -7 �� G O O� � -A �2 27: S �5b OtQ 0 � I p ch0���a � I -A 5A I N I <O \ � 0 m �Z D m , N. m I m � O O O 0 0 55 y� O 'n �, -n tz p� y m m O :,A 0 0 - TRACT CLO �, ��► PART OF O :E ZE THIS PLAT 7a y 121 N z CA CA O �- �• � O Z ICl N of o CI c Z�_n 0 7 Iw O � D W;Ay z z O Q I�+ 6'• J'� O o I o CIA o� �U)� ? O y 0y0OS •yam 0_ 00 6'y�N ���' lop v 1 0700 00 EGG �2 nG 11r�r``j 7 J � G� �-- t- �- V ✓ 'pc'��to�0 [� 71 oy�20 co s U7 NPLATTED LANDS IA PbRTION OF SECTION 6, \ 3' cp_ -' TbWNSHIP 34 SOUT , RANGE 40, EAST I s yy�► PLAT LIMITS �cp. I 2 c SOUTH LINE OF THE NE 1/4 N17.39'38" SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST 11.73 �S89*44'41"E 972.97' SET PRM 6 S20156'02"E SET PRM zo SET PRM 11.85' N� ^�,• rn ITRACT HOPPER-1 W -0 ao' `° (7.267 AC) .3 '42"E 0 -o Cr N 0) � N a' Cp LA �z O PLAT BOOK 121 PAGEAIN 2�1 SHEET 16 OF 23 NORTH I R=31.00, GRAPHIC SCALE �66*14'48" PC 40 0 20 40 80 L=35.84' LAKE TRACT 8 - 2.969 AC- - 2°' - -` ( IN FEET ) R=31.00 p� ,No, INTENDED DISPLAY SCALE: -\) A=91'07'05" 0 Lp_ 1 INCH = 40 FEET L=49.30' �. i � N 0In / �' ON d• co / gyp. ° � � 0. 'O co 0c; top N w LAKE TRACT 8 / oc N w ' w N rn g3 °� M 2.9 6 9 A C g.1 �' 2a oo' �, w �, �, o �, �' /, / 5, o N to w 50 G I' 1`� 280° r3. N �. �0\�5 o ' o ,� h ' CA 3 NO w V^Op G O 1 R=31.00' j / 4a op A to to V4 o\ N��w � oc9 �, o-? / �p 5° / `s 20' ` PGC �93'53'03" / 2a Op \ N. o w N` `v` -'- PC '( L=50.80' j / $ 00' �\ LI, N14'14'34"W \ X / 28 N_ w \ 5 / 216- / g' / �9000 921' O 4.74' a'N N 28 0° N. N cs, r' j `r�10E / 00 j / �-�� �- �0 5 1,31 `s= 0 O 5 / 2800 40 �6 SF vE 50 tp 0, �. N �' rn� `�` \ / /00 / 28 00 / / 0 0. o_ A0 � rn w r" rn AB / c,� Q \O O �_ �, `s- cp _' / ' '� 9- 28 00 c1p, N. cr; �,15 O' g5 26 2 0 �` / 00 6a0 �/ / J, `fl �, CA y S�0.2 �3g F �' ..., .. •21,15"V1 28 00 0 do p, � c1� 0 / (S 1� ��/ �P R A w 0) �p Lo r'�, ?_ro S 95 6�' \Ncl' u' S� 0 W �, �`, cr rn o rn / 2g 00 51 93/� 50 0 �'- cr, cr wW o " \ o� o 5' `I I oo_ (80.6 61 AC) ° 55 5° N_ �.3�1� �` / po �a° op /°i N P. Nrn w � w o. S� 0'2� 1 335 SF \ 1 ' n CA Nrn w rn_ �° 28 �2�'1 "w 093 2g. / �z 6'�w o cfl o _ N 2g'ig N vE O, c3/ 2a S7 68 c� (3p6�' cp \ N� w o p0' �� 15„ 2$ p� / NAP. c,+� c� a o `�` IPA S 03 g5. o � Lo �, / 2$' 0 2'1 $ 0p J, �, j 32 0. 1,15 `N o_ cr v' �` Nc� co rn / 50 G �2/,� c' 2 / c� r'- c,k �" �, c`or -? 50 S7 0 2 '�3� F �'- rn -� h0 00 LA � cp w � hp 9 S 6' N �, /, '� �` 28 j 0 N_ a`r, 26� 6�' �'c7, / 5° NVE �0 5° N. �= N� `� �N 2a °p No. o , 5 - � g5. \ o. rn \ ,25 0� • o0" '' / 00' \QE Pv • / / N �s, N0'0 w ,w o ' 28 0° 1 333 F RgORS °j W Ol, Nrn w �" co o 50• / �+, �P 0 / c� N_ N -� �` A° / - cp S� 0' 0 00 PG �' j 50• 28 % OR�, 6,� w cn o cr o 6, o / R=33.00 2� o. 5 , 25 00 �O• G o / 8 0� cn �. o �p 5 / / Q=90' 51' 804' 'o S�°•2,1 2'`N 3h16 , 25. P cn z -� 00 25 g8 rn N. N a` . 0 o_ / c� cps w T 28 0 / �� a 386° °i o_ / 39 j N6, w � cr �A 2800 5�9 59 / / c�,� �_ - 2�'15 �12'39'43' J / N rn `�'� 0°' 15"`N / R=33.00' ---� S L=22.10 = 0' /-57'3125 p A=11'29'11 cv o_ N / �: rn w O 2a' 2'I' w o w >, v (C,�'o, �r -?°5 / L=33.13 �? .°'- � L_20.05' ^ \ 500, �' o' ww ! `r �' S / / O O SS �N88'43'1\' W 103.89 / � � d � h " 95 61, R g0 °° ° cr- �00 y o 15'A 0' 40 �ME / / �O. �O,? ?6. s�'T O v 02,15E vE o N ��g2'I �665F �` ���► 2g0 / / OF `A96�QS�7 0 c� cfl �93 N - 28 • / / 00 SS 38 ��1 9S 6' ,O 23� (.ANCA 95 6 I' o O "� g5 6�, \ N� c^ \ b l 0 2 30'I SF N �9 g1 NO. / / / !v 00 SS?. ?O a 19 /O Q o_ 10 e2, 00. N '�'cp\ 1C 26�g 95 ro w �, LAKE TRACT 9 �� ��' o,2D ,8'9 N 236 NNE �, .o vE 2�,15'�N o. 2.544 AC SS 3 F Cry° 2 26� 9 S g5 6 �, •� ul cp w y N. S� 0 308 F / o ?, ? NW �,1�"E \ o cp. �� �,_ N \ 26lg 5 6�, N� / R=33.00' �h 0,2o9As9 o �02 0. ) V, �' 95 0 to 1 �90'00 00 o_ N 2555E yn \ y o �15„W o_ N L=51.84' q:` 9 �� n N 2g� g"E g5 6 NcA Ncp 5� ° 2 3 g9 SF N O SS?• S9 ' N 6 O 8 AA 15 0. N � o\ 2 g5 61 / o�� O�20y S� 63g SF g'I' O. S� °•2�' �5 310 SF o. 'oo �5_X , 'O F 9 t^ 2 95. N� \ Np •21'��"� \ o �� gyp' \� °� •0p' �kp 26a gg' c,: R=33�00' / 5?� sS�, / icy �► cv, o. N7° 33 � w Nc� o ,� a? (Y 11 g2 � "w 9 --1 o Zp' A=-5316 41 CO rye' O,. S,cl hiv �L 0 9 SF 6rn 6, o. P 25 L� 0 2�'15" 'cs. 01 L=30.69 o. N 261 " g5 � 25 5� •26 �6 311 SF SS3• o° sS co 0 o2�,1g E 59'16 , PT N �� Og8 3gap / 2 ?9� 1r� ��' ?0,. N� wl" 4•4o a 2p 5� R6'8FN �'0; `�•� 8 ��o „� "VJ SOUTH LINE OF THE NW R=525.00' 23 SF ` oho ��► p2� 30' 2 1/4 SECTION 5, A=8'54'59" ,� 3861 3 g�' P S� ,52' a1' / w 8.00' C TOWNSHIP 34 SOUTH, `L 0�203,5� 96• oo L=81.70 0 " g " CC J cfl N �6'Sp 28 O0, Me RANGE 40 EAST �, Zb - -- " o. p3.20 , N w !Y 26 g9 1s, of 28 \ R=33.00 00 SS ? 3 N 90'00 00 W N10 2 IY3 9 33 0 0 �' 0 Df cri n 00' S72. 69'11 54 / ) CALCULATED WEST 1/4 SET PRM 5.31' PC TRACT �� � o •"o co ^ w ?' �? �� 9 o . - .� 2g Op 4926"E \ L=39.86' `�' O,?O? S,c, �•�' 00 -CORNER SECTION 5, N90'00'00"W R=25.00' i A PRC 0' n o_ I N V/ d "'� rn co 40 2j9. TOWNSHIP 34 SOUTH, d= 107' ' F ICI I ^ N Q cv 0 :"� o � c� t i� SO' 92 /po' S?65.31 �n 25 08" L=46.87' o I `_ \ �// //� �o o "'� �c"o, `°4 -�O 20 RANGE 40 EAST ,. "' R=500.00' II O o co 3 cn n 0. 7, 3 0 PC 15'25 42" W o o o �, ^� ^ h rn co o S2 a ?O>> >• N00'00 00 E A= • L- 9, °� rn S0. 24g• O S 3 FO- CB=N82'17' _ 8. 2 FEC RR o 50.00' - - -�'w CD-13 134.64 � �► 3 o j ^ o N ' �� two Vi 2 00• `� 6'F 5 CROSSING R=500.00' 423' a, 2 6, 3 M rn 28. 9.59•9j3ps, oK - - - - 24'4 4g 40 o v co - ^� rn - n N90'00 00 W CB=N81' Z=1 � 30 37.56 (ORB 1247, 3 W CD_ 8g. C1 50 i� N v, 91• ` O 4� 89'49'34'EI 5.31 R=475.00' '149.33. o Mid O � ?O < AQS, PG. 2417) a=17.1034•• PT 28'00' ^ o ^� q F ` o $PAN�$f-J 142.39' R=500.00'� 28 00, ` co -"� M� � � 4 °' `° \N��) TQ 9 CEDAR A=1'44 52 28 D rr "i rn o �� Q9 8 00 �Z PLACE L=15.25' 0 ^ -' co 3 N rn 4 vim\ 15' 4� �`� �� O� �,�0� MATCH LINE SHEET 19 28. , 6 ?� 2 CD=15.25 S�2 ¢9 26ry 00' \ o N ,� "�� .� „� o °' pE �\77Q,Og, CB=N73' 41' 52"W E 0 50' o `� R 'o �9 �8'' Ap ` 344 g cp. 61• o,`L �; iET PRM y 9 4050, \ oJ�, ^ 4-- -1,94 0 \`�o rn ` CONSERVATION AREA NO. 2 �'• 33 N�0.54'26"E (ORB 4736, PG 1811) 33' 411.84' ` THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAU LFI ELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. L83591 **ft MATCH LINE SHEET 12 Curve Table CURVE # DELTA RADIUS LENGTH CHORD BEARING CHORD DISTANCE C1 1'44'52" 500.00' 15.25' N73' 41' 52"W 15.25' KEY MAP NOT TO SCALE O NORTH 11 0 \ 16,- N� R= 0.00' A=5512 53 PLAT BK 121 PG 30 PLAT BOOK SEA GR 0 VE P UD PAGE 3° THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS BEING A PORTION OF SECTIONS 5 AND 69 OF TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA SHEET 17 OF 23 CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 r�•� MATCH LINE BOCA RATON I FLORIDA 33434 - (561)392-1991 NE SHEET m 13 "' •� CERTIFICATE OF AUTHORIZATION NO.-L83591 mom u ' ® - I NORTH RG 0100 ' R=418.68' 4'47' 10" \ d L=34.97' � � Q� �- --- -, GRAPHIC SCALE ,,� r► / 40 0 20 40 80 l o, p=136.07'00" L, TRACT ., B rl a6'S7"w / �1000 231> 5..242 AC 2° LAKE TRACT 1 / ,;o A No.00' �w / �� '• \ IN FEET \ 03 ' c S7553 . g'19" INTENDED DISPLAY SCALE: 0100 y \ (8.876 AC) ?o. ,,� 3,03"`II 20 0� 2.19 1 01' INCH = 40 FEET Aj r a �� S78'S t=20' / \ h P� 51,' 4- �"� 11'06' S7 w ✓ c o ��2g1 '9 G'o_66151°, ®' �. �� \ / ���25.65„ NORTH LINE OF THE S 1/2 OF THE m ' p,23'32�� C z , D w LSE /`p_3'0222 ?PC NW 1/4 SECTION 5, TOWNSHIP 34 PRC R=725p0 �29 °° �hh0 - ,37L-�g 83�� - R=25.00' - SOUTH, RANGE 40 EAST_ 337"_ 20, A- 67'58'32" p0, p_23�� ECD=306 05 % 22 O" �.�1k PT N89'49 53 W 168.21 20 ;� 02 QC 2 45 E�5 q13 , m PRC L=27.15 N, N R- ` N. g8 D 519'3 , D ,6310 L-150.54 L=23.73 V TRACT R2=N78•23�45�8' / p'� NORTH LINE OF THE S 1/2 OF THE �12`'S• �aa61 �0•�$ j 13'48p3 N89'49 53 W 328.49 NW 1/4 SECTION 5, TOWNSHIP 34 2 - - -' �- __ r, - - R � E �� ,625�°' p' _ '42'S3„ L_206�4�5----- - 49.04' PT 279.45' PC ' 32' q.4 5g 37 SOUTH, RANGE 40 EAST 0 R� , _19 43 PT c o N R_775.00' p 23• D ' 2322 \ o� 40 1 5g ,60°'0� D '41"w CD=205. R=25.00' R=20.00' m _ HARBORSIDE AVENUE u, 493�' ' _� � 6377 SF 1 R 18Ui ` TRACT A G o_ Oo ,580 �67 58 32 r = 9.37 _ g00 20• C8. 0=71'12 50 N89 49 53 W 168.21 p-3• o 80.�61 AC cr_ L=31.07' L=23.73 A-3 3 ` ) R=25.00 " /5121 '02" L=130.97 ��� 5.58 -50.00 50.00 50.00 12.62 L `} v, �o_ 41 cs 'p=3'39 00 A=90 00 00 -� RZ QC=13 p3 rn r LLB 2'43'42" Zo o �, \ 8085 SF oo. PC L=39.27' 1g5 53 '(Rp`G � Ncs R%535 O°' � � �� (,' \oo � o L=36.91' o � � � 79 9Lo 2 SF \ � � 6 2g �0' O, 1° 5�0 21'15 / Nv�G 1g.32• q5",i -� �0. 2 i���� oo- N w i��o / � o 0 0 LA W 25 0 P Sg 5 �O„ 14.28, 51" R--56 3 .q C ��S ��� � �r D �, Lo Lo c n 43 0 5:) 11 ��•0t� p= O' � \ A S7• II c� O `L' co N N (,i N g S 00 P� 215 ORS 0 p0 �1� 6100 4� �9, O , a rn O i1 U N V r*i 6669 SF R8 2 112� R,2 `,g5.96 No L�� �8 ?A �:� �00' I Q 45 $ 2 B20 P� 512 P� `ro N. � ' 21.15 � P � 5g' 20 �� -- Bs o p \ 8'' o o �1 0 N w 46 6669 SF N 6669 SF 1p 16 21 / �. o Z 49 w 50 w 47 w v� \o / �' S1' / 0� M� o it �" L S 6258 SF 6250 SF i� 6250 SF i� 6563 SF o G o_ 1021'15"� 5 6 O J� o 0 R=20.00' Q N o 0 0 0 J •1112„ r'o_ p= 33 �- r' r" S �1 015 • A=2'15'42'� � � 0 o � � � o PC 10 61/ �;2 •h�` roh / -_ R=67.00' 20L=33.95 A=56'50'S0' 0 0 0 0 '00" 6 / r' o 0 o �V � L=19.84' `cs / /� rh / A=15'39 55" ' Z Z Z r'- o_ v -a L=18.32 Z " / 1 15 , S89 41 40"E R=940.00' A�2'45'45" A=41'46'29" p=3.3g33' / V-4 21 00 rn, / R=75.58 R=860.00 A--3'58 45" L=45.32 L=36.46 A=15'42 32 _ 0" p-3393 �=5744„ L�36g 85 / 200 `N 51 \ R,25 0000 19�`SF c� 393 A=68'15'42" I 37.16I A=4'44'01" L=65.28 I L=13.71' A=2'43'42" A-3 390 L=57 p_23.32 `s lyg 21' S115 1 of L=90.05' R=109.82' o w L=71.05' A=21'25 01 ' L=18.69' 36.46' 50.00' 50.00' 12.62' L=42.86' L=57.33' R_g00.0d L a, A=33'01'13" I N o _ 10, �685 E 25 w 61 09 5g r- co L-63.29 / R-117.00 U� 64 8 0�"W N PT N89'49'53"W 149.o9' LIV) E PC ry LM J Wy , v� D I _ / �3'53'55 i R-142.00 �2" 0 `ro� vE1021'15 �26'21019 IP R=109.82' L=7.96' A 7'33'30"- \3 Q Ar13'21'46" 3S ���S4'7 L=18.73' 60.85, N cc, Lit N a63 SF 6 N L=25.61' N77. •22' 43 , W " N68 1 P R=50.00' I °' S.M.T. 1 s4 8� S03.08 05 W s7 0Rc u W N NP 2 91 �1, 53 ' 'rn. ?O' 74.,W 4o I a 15'� D111. O19 , .062 AC / 42' 10.18' IA=O'04'57" W 20' A=78'S4'02" a, 510 =.' L-68.85 a ' 397, 57 44196R=117.00N832118"W 26I LQ a=17'S9'43" IN83218"W� � co 61 �ro Jll 00 'o \ 10'21 �2 2g 15 o� \ �� 0 o I t / A=O'50'30" �.- t� 5 96 �'�cs / co R=133.00' / o co N L=14.69' I / n 11 \ a 8 \ ��'L �, ��' 21 100' 1" �, / /i A=15'13' 51 " o / �^ lP o_ 15�� 161 J L=35.36' 'y 7 0 51 p 21198 D a �6 2\ 2 0 / � r� R=158.00' J �L 7 � LAKE TRACT 10 20 n \ n W 1 SF 6� • R=98.08 CU �n In,'� m� / Til �, gas 102 , 93� " a 15•02'08" o� 3.029 AC o O c� cp \ A 38'44'47 o M I / 1'15 p 0' to L=66.33 M Nw / 11 „ v p 2 03 , !u n S1 1995E ,41103 1 „ S"`tI �119' a °I 61 r, I II II oa R=133.00' bkL3�LS" o �N. v11 o A=14'5438Go - w3g1v o' o L=34.61 o / ME 6 50 cD P� S, S1 •3� 9 6 R_ 25.00' 1 0 � / / 50.00' 2 9 ' �, , i A-82'57'26" I M P S' 25 �� 0 Sg / 20' L=36.20' "� C 50.00' 2 L� R 20' "w 496.14' 60.00 S83'32 30 60.00 L '5 rn '00I/ 31.12 22-�2°/1' o \ ^a' qc° `L i r LM E 50.00' 50.00 I I o a, lY Ike / a1.9 20 /i a , 50.00' o II N Sg O `b �o �b R=158.00' o -� N °� N J �1' /6"� moo' R?, r /"� /��`Gj �19'36'29,. �' , Ds18OQ 4g PC �jp.00' �' °� J w J rn III /.O�j ° _ , 2S6• _ Q� // / I '13 24" ry / o / 00 ' 1 o' cn o� w o d 0 51__�Alk-L=3.20' `�, L,gSd,7g•01,0g" o 40 h oo L=54.07 v��'� \ _�� R,21S• L�86�8 39. cn I c;r 29 0 30 rn p N 32.73' Sl0 h� '���,igCT 72 / O r �o� / "'Qj, GG a118 �3'40'37 No N I wo 0 6250 SF m 0 w `y N87'42'S3"W >>, r� ��. h`1.^0 0� o co • 7' r<i 6250 SF LEGEND/ABBREVIATIONS 0 1 /r ,o 2 P �� 5 �_ 113 w - I N ►� (R) ,I, wi ^ �0 �',"� o v o� 0' L= 75 16 A 17.65 0rTi 28 -CENTERLINE R=25.00 116. �; o N cr v N� N 4� SSA `''� SD q A=100'47'27" / /% ;� a o h R=142.00' p o °' �! c'' s 27 7500 SF cn o -DELTA (CENTRAL ANGLE). v v <� ,9• S' C) �- N /� o N gg o �� w �' S6, .�9, L=43.98 / v o'//� A=12'48'14" o m 26 7500 SF N I o 0 AC -ACRES o off= ?`S1 S?1 �L SS /o°j oo L=31.73' �,� CO. ! o r*i 25 6250 SF I �' o m o CB -CHORD BEARING ^oo �/ oo tiS �• ASS?OO 9S • p8, / �o �i c� CBE - CONSERVATION BUFFER EASEMENT / o �, ��� ��„ sa a r*i 24 6250 SF cNn CD - CHORD DISTANCE /i r/ o ?� , A S ?S� v .� O �i�4jD� rn rn 23 6250 SF N cr'r o0 20- �- DE - DRAINAGE EASEMENT �`� �4�11• `3S,g3 '� r 11 i'�6 0�, 22 6250 SF N cr o DE, O 50.00' ?S' 7 � �? ? !y / / i D 6592 SF cn 10 p FP&L - FLORIDA POWER AND LIGHT ` �0' 9)?�O, O TRACT ,rye �C/ D �., 21 o o \� 50. L - ARC LENGTH C'. F 9' 19 h 0-1 /,� / 7841 SF o ,� ---- 60.00 LB - LICENSED BUSINESS ?S• 41, k , '�9 �O 9 , oo c��` •dry `'� h40 r o 0 60.00' LME -LAKE MAINTENANCE EASEMENT?� A9S39� ?SSA A ���• (4.250 AC) /o �� �' 1 1 ,� LSE -LIFT STATION EASEMENT S?,36• sy Q' ;/ TRACT �' o°` •`ti S• 20 •o , ,� 50.00 601.37 ORB -OFFICIAL RECORD BOOK RSA ?)?0 1p� OO r� �, S , O g•40 37 50.00 S83'32 30 W OS -OPEN SPACE 6. Q r / 0-2 Q p/ �,� 7841 SF L_g,63' _ �j0 p0 PB - PLAT BOOK 9 S S 1?, ti� �� 4`° � M°j (2.776 AC) O F' �,,�7" 50.00 T 20 9 .o° �' �; , ,16i a� 39.10 .ATE �rH�+E KEY MAP PC POINT OF CURVE 61 , p ro r�' / `ti �'S j ��� 2 1� S PCC - POINT OF COMPOUND CURVE 8 �� �Q� p O0, �' �,12°2 ��'eTG NOT TO SCALE POC -POINT OF CUSP 1��i G o 7037 SF PRC - POINT OF REVERSE CURVE ®� �o / �� 0o SS?. PT - POINT OF TANGENCY ✓ o' ??• %L �g D' PNT - POINT OF NON TANGENCY /JK PG - PAGE ��o• 10 0 SO ���o R - RADIUS o' NORTH GF ? ram. p (R) - INDICATES RADIAL LINE A ,\"� , 18 c RGE - RANGE 9 O SEC -SECTION 'Zo �,5^ ho 2?? 6250 SF SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT / TWP - TOWNSHIP UE - UTILITY EASEMENT T ` 17 12500' �Oo �o, WMAE EASEMENT WATER MANAGEMENT ACCESS S O ®PRM - DENOTES PERMANENT REFERENCE MONUMENT ` S?2 , 6250 SF / %K�� 5/8' IRON ROD WITH CAP STAMPED ` 10' "C&W PRM LB 3591" .Q DENOTES P ERMANENT CONTROL POINT 16 8 NAIL WITH WASHER STAMPED "LB 15 3591" ?soo' /o .��^moo - DENOTES SET /8" IRON ROD WITH PLASTIC CAP STAMPED " C&W LB 3591" 1 DENOTES SECTION CORNER Z - DENOTES 1 /4 SECTION CORNER PLAT BK 121 PG 31 0000 000 V A iry on, irm Wm"h r Tn PLAT BOOK �,, •�' '� I THIS INSTRUMENT PREPARED BY "'•� 15oa \�7\ RONNIE L. FURNISS PAGE 31 � , BEING A PORTION OF SECTIONS 5 AND 6, OF 2p' ,s 's\��: I TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA CAULFIELD and WHEELER, INC. SHEET 18 OF 23 I �G I 5 1� CO 6 G P•� fY PR 66� 5' 2 o. 66 P rocs S 1 r at3. . oc3` 6250 SF N Ire -Ns 1 39 0. It a 6250 SF J 1' oo, 2�8 �Ci tJ M co' 0 0 00 ` IJ' M o SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. L83591 NORTH GRAPHIC SCALE 40 0 20 40 80 WA ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET 11 " MATCH LINE SHEET 14 2 �' ' 42 o 6 S66 0 19 L- 29.7 5' M 50� NORTH LINE OF THE S J' 12a ,1 125.00 (R) I IJ N LQ 0 1 /2 OF THE N W 1 /4 o. �,6'�, „W I S80'02 o N a ,n SECTION 5, TOWNSHIP 34 S\ �- SET PRM �� 37 �'� o ��o `� SOUTH, RANGE 40 EAST moo. z I S42'35'16"ES�•''Q,\ 0 0 6514 SF % o o z �� 0 104.64 S`S6• 33� 8 R) a PLAT LIMITS 9 9 la 125.00 sue, r•' MEAN HIGH WATER LINE MARCH 23, 2021 2' F N81'5822"E TRACT A (N.A.V.D. 88 ELEVATION -0.43 PER FDEP TIDE oIN o (80.661 AC) INTERPOLATION POINT #875) o I AS DETERMINED BY CULPEPPER & TERPENING `cfl 36 �h ►1 W \w ALTA/NSPS LAND TITLE SURVEY JOB NUMBER 20-216 o 6514 SF t► !� U�,,_ R N DATED JULY 19, 2022 o� a J ~ o I it I 125.21= SET PRM a R N85'18'02"E N SB3'54 28 W 125.00 O SO4'49'59"E o`J �� E"1 11 " .-___I Q I A_0'54'17" w 25 85'� \�cr I THE APPARENT SHORELINE AND N89• 123 4fi W1-- L==26.14 0 N W W U � �1238 37 (R) I VEGETATION LIMITS OF INDIAN RIVER x Q' 0-10 o w NIM U Q S85.10 01 W 113.3T AS DETERMINED BY CULPEPPER &TERPENING ALTA/NSPS LAND TITLE SURVEY JOB NUMBER Lo N 4689 SF '`� o �I !� _ 125.00' N �rS27'19'26"E a 20-216, DATED JULY 19, 2022 N J it a o 29.36 cP. o Lo a a 125.00' (R) Q o� N. TRACT 0-22 W S85'18'02"w oI M 134 M a N (5.039 AC) I 1 IN I . i 6486 SF a _' to � 'n o 0 35 co a "' J I 00 rn 0 00 6514 SF `•"I �' " 125.00' (R) o CONSERVATION BUFFER :r � ,t 11 II a UE-586'53'51 W i I EASEMENT o Gi a I A - 0'35' 38" it A-=O'35'38" of N87'14'08"E 125.00' (R) L=17.16' L=18.45' w S18'09'16"W 0 I U m A=O'15'22'� 25' 25' � N I 17.29' N L=7.16 PRC - N 133 !? 55ko 34 r 6494 SF N r� 0 37. I ,n I 4 I S81'17 31 L N N ° LEGEND/ABBREVIATIONS ' o 6779 SF N I �, I in ao � A=2'38'51' it •II a I w - CENTERLINE a .N L=42.74' o ' 125.00' (R) : a i S85'05 01' W 0 0 -DELTA (CENTRAL ANGLE) I o AC - ACRES W 18' II o i- � z CB - CHORD BEARING " S83'32'30" 127. - I rn zo CBE _ CONSERVATION BUFFER EASEMENT I Pq S83'32' 30 W 64.23' rn a6'. 496.14 - a o t 01 CD CHORD DISTANCE �Q 50.00' ►� Q, 132 w w I 50.00 o .4 J \`rcrL� 71 _ 0- DE - DRAINAGE EASEMENT T^ 10' 6, �� �I� 6767 SF o I FP&L - FLORIDA POWER AND LIGHT I �+.t UE `O -� 11 J 4 cy N W it o L - ARC LENGTH I06 a o I M z LB - LICENSED BUSINESS ' W N o rn N v „W 125.00, (R) 1►� �;r �<a o LME - LAKE MAINTENANCE EASEMENT c N ' ! 33b 581'15'S8 ! o '- o LSE - LIFT STATION EASEMENT N 8037 SF =0 N 114 M 131 o I ~ _ui ORB - OPEN OFFICIAL SPACE RECORD BOOK 11 CONSERVATION o r*i 6250 SF m I oo �1 0 7069 SF Ia J I o "� o I TRACT C PB PLAT BOOK 31 C° 0 11 M o c� - o o ,� PC POINT OF CURVE 1�r�"•�`j1 6250 SF N ' 14 rn m �1� 08' Ia to "' z w d o0 (ORB 2507, PG 292) PCC - POINT OF COMPOUND CURVE I C a „E 125 o J = POC POINT OF CUSP C" 1 `� o o R=25.00� N75.16'00 �d o o N �- z PRC -POINT OF REVERSE CURVE 0 0 �94'46 08 m o o I (n 3 PT - POINT OF TANGENCY t o I PNT - POINT OF NON -TANGENCY m o L=41.35' �n --� 130 IJ 5\ PG -PAGE _ 42.28 ,N 6475 SF I R - RADIUS .00 M (R) - INDICATES RADIAL LINE 601.37' MEAN HIGH WATER LINE 50.00 ,> N o'er (N.G.V.D. ELEVATION 0.79') RGE - RANGE S83'32' 30 W U,1 1\, 00� CaRi x `n ►`' CT R2 125 `r 5 I� o cn (MAY 15, 2003) SURVEY BY SEC - SECTION .A�657.37J'-� �� \ 573.31'31��w1 ��o No CULPEPPER &TERPENING .INC. S.M T.- WATEREFEET MANAGEMENT TRACT S83 32' 3 N o �� N ANGLER DRIVE i 12s TwP - TOWNSHIP w UE -UTILITY EASEMENT 615.10' 0 I WMAE - WATER MANAGEMENT ACCESS EASEMENT S83'32'30"W _ 6772 SF m \� `J�, ■PRM - DENOTES PERMANENT REFERENCE MONUMENT 0. �As 9Q• 5/8' IRON ROD WITH CAP STAMPED o �� , �� Op �, 7C&W PRM LB 3591 O O. C.p - DENOTES PERMANENT CONTROL POINT p 0-.�g'18 W A=3'49'14" NAIL WITH WASHER STAMPED "LB 3591" v 569 L=50.01' I ®- DENOTES SET 5/8" IRON ROD WITH PLASTIC t d 128 LA tiS 6�3 I CAP STAMPED C&W LB 3591" LINt^ �. \ 6772 SF `rsro. SS), �o6,ss. ►Zj - DENOTES SECTION CORNER C) �o n ors Ri \ 6950. >> `3st• ��h - DENOTES 1 4 SECTION CORNER oa A=3*49'14" l / L=58.34' 125 0� �o0?`S�. 91,� 3� � 0 559 0� L=50.01' \ l o rn. °' cA S6 S c'. . o_ 6772? SF l \ �3 , S e-'� I N54'06'31 "W v na -'-� 0� t,R ,�0 \sr8 `�� , 3rO. 48.62' N15'51'12"W �,\' �7,A� �j/0, 237.47' s� �T,� A=3'49'14" ��� �.� OGO�, \ S23'59'57"W v'yr�9� L=58.34 G9 5 �6 , Y17.34' p126 G \ �6y J '�► 0��� �,, 6581 SF MATCH LINE SHEET 21 — \-.V ►x� O G PLAT BK 121 PG 32 1 Z 1 LEGEND/ABBREVIATIONS PLAT BOOK SEAGROVE CE - CENTERLINE PUD 2 PAVE J KEY MAP AC o - ACRES DELTA (CENTRAL ANGLE) BEING A PORTION OF SECTIONS 5 AND 6, NOT TO SCALE CB CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA SHEET 19 OF �Z2 CD - CHORD DISTANCE c?s, DE - DRAINAGE EASEMENT O THIS INSTRUMENT PREPARED BY FP&L _ FLORIDA POWER AND LIGHT / �� Q3s?� L A N 7 RONNIE L. FURNISS RC LENGTH S ..� ,70 9 1 3 - LB LICENSEDBUSINESSO 9 NORTH o •2 . G 0 � A OF F LME _ LAKE MAINTENANCE EASEMENT S CAU LFI ELD and WHEELER, LSE LIFT STATION EASEMENT / st O 9 O 6 INC. � . 9 0 - ORB OFFICIAL RECORD BOOK SURVEYORS - ENGINEERS - PLANNERS OS -OPEN SPACE - 7900 GLADES ROAD, SUITE 100 PB -PLAT BOOK o� S?• -1�o?o s o �• BOCA RATON, FLORIDA 33434 - (561)392-1991 Pc POINT of CURVE NORTH �� �s�SSA 4 PCC POINT OF COMPOUND CURVE � rJ CERTIFICATE OF AUTHORIZATION NO. LB3591 - 10, POC POINT OF CUSP �% / O SS �39 ALE PRC - POINT OF REVERSE CURVE GRAPHIC SC � s s � o o s 0- PT POINT OF CY TANGE N �1. a 40 0 20 40 80 � q, F I '� 6 O PNT POINT OF NON -TANGENCY ,.. 15 PG - PAGE R RADIUS ,�°' O S?. `19 ? / ITO, 2 / a 1 (R) -INDICATES RADIAL LINE ( IN FEET) c�^� �,� ��/?, �' rya l " RGE - RANGE INTENDED DISPLAY SCALE: V ^ ?�y F 2 SEC - SECTION 1 INCH = 40 FEET ��' �,P `� oo s .00 ` S 9 �o O- ? _ Q o SF SQUARE FEET ' 't ��• ??, ?jS,2p 8� O "� / G� / ` _ / 1 I S.M.T. WATER MANAGEMENT TRACT G S o• TWP TOWNSHIP F' UE - UTILITY EASEMENT '�` �� 00 SS 9 WMAE - WATER MANAGEMENT ACCESS EASEMENT 8 SOUTH LINE OF THE, ®PRM -- DENOTES PERMANENT REFERENCE MONUMENT �` `L/ ?22,3661 6S, oo NW 1/4 SECTION 5, 5/8' IRON ROD WITH CAP STAMPED 00 SS SF ry� TOWNSHIP 34 EAST SOUTH / "C&W PRM LB 3591 _ _ P '9RANGE Pl T N C� Q• - DENOTES PERMANENT CONTROL POINT ' �`c `L/ �`'�'2,'Z)S 177 9�0 00 - - R=475illillillillillllll.00' Q_1710, „ �j�1 NAIL WITH WASHER STAMPED "LB 3591" =9'42'43" L=80 1, L-1423 .1�'. -DENOTES SET 5/8" IRON ROD WITH PLASTIC /p / `sS?. �j ? g9 A:> / \\\ CAP STAMPED C&W LB 3591' � h T °. ? 9Q O •56,, O / wTN90,00,00"W1 - DENOTES SECTION CORNER O "�' , S• F� S'� �b' .� JK 57.32' 4=5 29 9„) �� S, �0� �P , ^3 , / �O /Op / 01. 2492s„ ®®- DENOTES 1/4 SECTION CORNER p/�p� ,o,� O/�• �O S 000 h N 42 8 \S�249,26 , E 344 �' �06?>� o TRACT 0-21 N i �4 26' \�0 S8' �� ° �, o°�, ."^ .�,%' A,�° (0.261 A C) Qo, `� 28 S724g. o`ti `�' / ` \0� 26 E \'� qL'T 5 i� 0,C` 'Ira 69' o �j►'� ` Nclj rn 28 OO r 370 \ R2 y G ) 8?�? cn o 28.00' gN�SN _ �'G �� ``??Sj, 6�0., SF / Qp �1 '��/ �7� � G d `v O r� +� rn ca \ 28 C R_ 59'12�g Q ih 8 ^� ' 1' O o o v /� 00' EQq \ 100.00' �= g / ti O �j, O `� (� olz ��?0 2.25 45 S0. o N �o rn co '� 40 R pLq PC N-�� \ R6S O' / Z N ;s N rn h % \ S0 C� 59'1253 ,12?. O� ?) ?� 9j p°� ,(�P O� SO 15 28 n rn \ R=125.00p S 6'-- O 3 O / �` Z� 51p'2� S7 00, 2 2 � c�V° N 0) rn CO \p S0, CB=N77-34'07"E Q O 4�1325"E 8 00 0 14, ,� N� N \ N L�1� /� �O. 6S �'CJ O 14 40 ^ N °� �` rn n 28 0 ' ?,- ,96, 0 / c� 1 86' 36 co cy co 2 R- [�=59'125 �`�?9, �6'3 >> O Q C1�I o N � N �°j �• 2 >4, 150.00' �S �; S,c� S- ��• gyp`° �' /�� / 4 rn z ,y O- ` OHO 4 26. 1 co 0- 2g o N N rn co o N R \ �sS ,S' S93 R06?'S 9 O° � / RO- CJ / ` 2CO `QO 800U� w-\�,G 28 00' �" ^ Nco �rn � N . , 0)o U /cQ' ,�� �= o SOS RO- / 57 2 49 26" 40 SOr NN ,� NN o N o ,� rn �- 1 w• ` f 389 go, 28 0 cy ^ 0) o 0 1- N� 0 � ^ 01 (0a- 011 To 28 00, o �PC, 10 66 PGi / /�Oo / �0 �•5 R9• ,?S 28.00, � <01 l \ N D �, //�, 000 9 00, / �'� ° 0- 5308 SF T 40• SO' � �� N\ R \ / / J z o \� ` <y� o. �\N. \�'� / / / ��O , ° sr�S y 5309 SF 'f'J 10/von ?S, 8 v O C-) 0 N TRACT /� / �/ �`90)3 5309 SF S00• G O�,'`�� , ` N0-1 (.25A C) Aoo J 5308 SF rp .'<-37 t c� / .A / oo D �90/ 6 D s o 5 �r hC D' ` / �./ 9� �G �y`1 ,�5� F 5308 SF 0p. .�h% O) ii"� 1� O �, g9�p •-��' °1 -°6� � Q v %��" ��' %� �°`° %'`�� % '' �°` tip° 511 D', g"E cS m o p,321 �'15G OG6� 56 `� 6� / �� ���� 4 00, r Q` �'` 0� �\ o R' 6� ,Lc�. `j�� `��� 5308 SF '`L°'• ° �� °� " �� �' '15 ,, , �\ " `V S`�S• 6415 SF N89'44'41 W 106.28 S89'44'41 "E 186.38' .0 PARCEL �' FRS �6 �• �`� v �� i r'A � D°� PARCEL G o -Lln_ �'.� _ / p �, ^ F` a��� J D/�°c �. PERPETUAL AERIAL w y, N. EASEMENT S89'44'41 "E 171.98' �► �`, (ORB 2908, o Q �+ PC / / R=75.00' \ �o i2 PG. 1097) z N / A--67'47'28" o 0 10104 SF o 4 49 g if m I n A-38'25'57" / S89'44 41 E 106.28 1 " g„ L_2g_ i 66 N86'50'17"W 91.45' `r�S I L=38.90' `s �, S89'44 41 E 157.5$ - p==� �l°E j _ --_ / PC R=25.00' ` ,9 6� 0 ,� .9' \ R=115.00 2 " N � k�26'27'15" --'-N82.02'48" �76'15 30 ` \ L=53.10' o } W 125.00'_ sj:0 L=33.27 UE �► SET PRM TRACT 132 �� 'E `r R=75.00' n R=5.00' 0-2 N -75� .471 ' N `� 26'27'15"' °�° <L A=107'26'19" AC a� L=34.63' I L=9.38' N87'S3'33"E 148.04, (2.776 ) `� N . �0 DRY DETENTION 0 0'- 'ItLO 00 �. TRACT 2 R=5.00' �; N%9838 SF o0 / - , 3" I `° FIND (tO � 0.739 AC-94'30 2 C' N. R=5.00' , L-8.25 ACCESS � A=97'47'05" M 4, ins= �70'24'51" I EASEMENT I / ry � L=6.14 S80'05'27 W �n ,n PT L=98.99' 00T02" L=263� D� 100 / 12.53' � � AN N89'49'53"W 173.57' ` TRACT 0-22 N89'57l4w'37"W 89.91' S89'30'16"W 166.01' N88'28'08"W 188.15' o I o S00'08'51"W ` 499.00' o) 40.00' oN 35.10' 25.64' 585.90' (5.039 AC) SET, PRM PLAT LIMITS UNPLATTED LANDS N89'51'09"W 2320.85' A PORTION OF SECTION 5, ` TOWNSHIP 34 SOUTH, RANGE 40, EAST PLAT BK 121 PG 33 LEGEND/ABBREVIATIONS THIS INSTRUMENT PREPARED BY PLAT BOOK / LI q - CENTERLINE SEC •- SECTION SEAGRO VE PUD RONNIE L. FURNISS 2 A - DELTA (CENTRAL ANGLE) SF - SQUARE FEET OF PAGE J� AC - ACRES S.M.T.- WATER MANAGEMENT TRACT BEING A PORTION OF CAULFIELD and VYI-IEELER, INC. CB - CHORD BEARING TWP - TOWNSHIP CBE - CONSERVATION BUFFER EASEMENT UE - UTILITY EASEMENT SECTIONS cJ AND 6, SURVEYORS - ENGINEERS -- PLANNERS CD - CHORD DISTANCE - WMAE WATER MANAGEMENT ACCESS EASEMENT TOWNSHIP 34 SOUTH, RANGE SHEET 20 OF 23 DE - DRAINAGE EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 7900 GLADES ROAD, SUITE 10O FP&L - FLORIDA POWER AND LIGHT 5/8' IRON ROD WITH CAP STAMPED 40 EAST, ST. LUCIE COUNTY, 130CA RATON, FLORIDA 33434 - (561)392-1991 L - ARC LENGTH "C&W PRM LB 3591" FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB3591 r � LB LICENSED BUSINESS QQ - DENOTES PERMANENT CONTROL POINT IIIIIIII�. LME - LAKE MAINTENANCE EASEMENT NAIL WITH WASHER STAMPED "LB 3591" r� LSE LIFT STATION EASEMENT - DENOTES SET 5/8" IRON ROD WITH PLASTIC 9131 j 17 37 ORB -OFFICIAL RECORD BOOK CAP STAMPED " C&W LB 3591"�yTT T TN�1 S ' OS -OPEN SPACE T(�j'j JJ� W 601. - OS - PLAT BOOK01 - DENOTES SECTION CORNER i S83•32'30" PC - POINT OF CURVE - DENOTES 1/4 SECTION CORNER - PCC - POINT OF COMPOUND CURVE RZ -'RACT _ �_ - S83'32'30"W 657.37 POC -POINT OF CUSP 105.66 _-- 25,00' PRC POINT OF REVERSE CURVE 02p' -_---f�_'� 615.10' 50.00' /79'08'26", PT POINT OF TANGENCY U, �-- " S83'32'30"W --- L=34.53 N ,5� - p,NGLER DRIVE so.00 PNT -POINT OF NON -TANGENCY 5� ,�pp17 6=0 m < �� 89 5 PG - PAGE p/ g1" 51 00, 50.00- I I zo v �� ��• 3p•/k4 R _RADIUS O� i���� G��9' 50.00' 5-� - z roi coin o Lon 8044 SF 125 Op, <Ri (R) INDICATES RADIAL LINE ��0. p ,p� 50.00 ; Z I w RGE - RANGE �ii �00/��' b �� 54 5� 72.6 z I o �`'- �5 p D/ 1� z J o 88 < 6= 3'05' 51 " o °'' c'' 87 �� L=50.01' •�O �, / z rn N o 6250 SF 90 rn ��„-, o I I 75 06 SF 6250 SF � -� 6673 SF Ac 2S. Z 13 rn J �; o 85 o �'c1+ < �� , lFt; o : 7500 SF I 91 o q TRACTAN 6' J 83 84 o 0 0-16 6' 00 / Wo 81 � 62 02SF 6250 SF 6250 SF �, o 3581 SF0. %cr o CA x SS`�2 . `°"� z 7788 SF 6250 SF o 0o pE 1T N6 6=3'05'51„ 16, ? 43 ti , NORTH ?1,, h o C 10 50.00 s, L=50.01 F 79 cn o o I 50.00 6673 SF < -3 o 0 60.00' N GRAPHIC CALE o� Ss2. 62506SF �S°0 / ,���'0 11659 SF oo, 60.00' 0 20 40 80 �° - ����� - - - `Lo - SS?• - - - - - - - - 50.00'- S803•32,30"VJ 514.64' - - - - �o `sue°� \ ��� 50.00' 50-00- LME��� �2 o� ,"> >' R=25.00' 47' SOUTH LINE OF THE NW 1/4� R=33.00; o� 6��6p �3'05'51" AA S0 �0� p ��' :^ 600 SS2, \�q TF 4=45'54'51" 51' __-- SOUTH, 5,,NTOWN EAST 34 �72'29'01 oo S L-50.01' ( IN FEET) vJ 15 O� G�. o /`1' "^ / 3 �' '2 L=20.03' --- ---- --'-" L 41.75' 92 Rl INTENDED DISPLAY SCALE: `�' Ss�. 6250 SF /�° `� ° 2?�� ?S O�� SbO, o - - 6673 SF o0 ' 1 INCH - 40 FEET v� �5 g \ E � � D ��' ?2• ?9C�' 2S / SO° O ,�`o lipo, Sox rn.' �6� Ft%1 114 �� t. 7366 5F ° O. ^"� p�'L93 �i► .� o° S 1250 / (L�° p, `�(� ��� ���9�6 8036 SF �\ / 14 O• J` Ci , ° �. R=33.00 \ �� pN '1 2 5000 SF c� S0 \ , r' $� <Ri 2 ,50, 0 �135'54 51 ' sr. 11 0 �� 2�F „� „A � / R=25.00' o',� o L=78.28' \ ���' � N25' 13 °, c� �'^ \ L=39.27' �^� 6250 SF ��``� do \ / 56�•�, 3 �• 5000 SF o s LAKE TRACT 11 �► 2�27., sso\ °0• 3. Z-9 8 AC \ do F' 0' 112 0 \ \ 1? Q\ :^ 6250 SF h \ �° SS?• 5000 SF S°O• �p �� �`� 0 J�v Cam^ 20' 2?• o O� ya D ? 6250 SF �,: ?S6 \ illL=26.73 I o `��c \01 D - :1°� 2?2� 5000 SF ° /O ��o q�O / ��`'� ��'� �70, cp 0' � 10 '?S / ,s� O � � o7500 SF ° W �S>>S 5115 SF 00• Op ,^�°' 57 S 0' „'� 7366 SF �L Q 1st 1 �' 06' .00• C:) 1 °�� o \ �OO. ?`�?1y ?'F \ ?0. / • ^�O / °� \ R .33�0045 „ 20' OD / GF ^�^�F S86 60\ �0' 109 �90 52.27' �j 6250 SF S AS O • .0 7500 SF ? 6o S?• -0 S• A 00' Sip 2??1h 51 rye ` :^� �' \ 6250 SF O° \ o• F59 / 108 00 a\-F- '�b 8�� �`' �' 3�• LME S?• F �� 60 , C 6 "� 6250 SF '`�L 2231» TT� ? , L--98.07' S89'49'53"E 330 85' v < 0� , 2`�' qC�'�?S0 �00. , �� 600 O'9iQ n �� °\ �1 A-18'33'4910 00 �A �01, 10��0' „1 60 p0 �O• C C� ^"� ` L=48.60'. �% 56 6250 SF �� �� 107 0 �11'35 4993 SF^ 7273 SF ry� L=30.3 2 �p ?�1>> s�o , O1Q7 °00� o �0°90 , ,'� ��� 61 moo, \°3 8�53 106 N 55 S0 �3 3• h �y°� �"� 7500 SF h �3j S0 0, 8606 SF 5285 SF o 16' 'y�O^„'� S0 '�\ O)\9 Epp ?,1 � � r 105 7717 Lo ?O, 00, 54 ��S ���o a� AT o \ 10c� /^"^ s2 O / Q \ 6242 SFa� 2 AS \ 6 �� 7500 SF 1\ h k\ R_ 25:00' ., \ S °O' ��0>, 2jS00, ��8 049� A=11'35', S h A--901218 S2, r •�' _ L_ 55.60 1 \ ���• L=39.36' \ 22�1 /^�O 63 O° st� R�30 53 6250 SF �h' �1\ \000, L, , 4, 9 79 R=45.00' A=136*16'26" L=107.03' 18.77 50.00' 50.00' 50.00' 57.50' 57.50' 50.00' ,04„ I 3, 0 0 0 0 1 01 0 0' 0 0 0 0 0 0 0 N N N N I 04 N Lo 3 6250 0SF 3 62 03 SF 6250 SF 101 I 3I 100 gg SF o 0 0 0 7188 SF ro 7188 SF o 6250 SF a 0 0 0 o I 0I 0 0 o o 0 0 0 0 con o (n (n 0�15' � E 04" -j DE 0 w 8.77' 50.00' 50.00' 50.00' 57.50' 57.50' AIL 50.00' , ,, , S89'49 53 E 432.17 sow, °o , •� , 4\� R, S ° 0� 2> > L, �' �n 64 O �833\» SOp• e CO'192.666�- _ N - TRACT R2 _ S89'49'53"E 482.84' cv' i� �^^� 6622 SF �h �8 4'`3�2�'- F 00, �1�.�0 , p ,� 4�8�SS, L� 0 o w ' / F sn 33'3�� 212.48' N CEDAR GROVE DRIVE N PC 585.90' N89'51'09""W 350.43' SET PRM N89'51'09"W 2320.85' PT (5.039 AC) UNPLATTED LANDS A PORTION OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40, EAST PLAT LIMITS 1111.26' S89'49'53"E 634.83' i i i S89'49 53 E 432.17 sow, °o , •� , 4\� R, S ° 0� 2> > L, �' �n 64 O �833\» SOp• e CO'192.666�- _ N - TRACT R2 _ S89'49'53"E 482.84' cv' i� �^^� 6622 SF �h �8 4'`3�2�'- F 00, �1�.�0 , p ,� 4�8�SS, L� 0 o w ' / F sn 33'3�� 212.48' N CEDAR GROVE DRIVE N PC 585.90' N89'51'09""W 350.43' SET PRM N89'51'09"W 2320.85' PT (5.039 AC) UNPLATTED LANDS A PORTION OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40, EAST PLAT LIMITS 1111.26' S89'49'53"E 634.83' i i i v II v BEING A PORTION OF SECTIONS 5 AND 69 RONNIE L. FURNISS rHvc ,� IOF LI TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA SHEET 21 OF 23 NORTH CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS GRAPHI SCALE 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 40 0 210 40 80 CERTIFICATE OF AUTHORIZATION NO. LB3591 ( IN FEET) INTENDED DISPLAY SCALE: `A w® A-E SHEET 1� V 1 INCH - 40 FEET sC ®U� � � � e � � �■ � � .�. � � ®S23'59'57®W 17.34' S40'1O'19"E 77.34' \cS " SOUTH LINE OF THE NE 1/4 SECTION 5, GOVERNMENT LOT 1 1� �•'r6's TOWNSHIP 34 SOUTH, RANGE 40 EAST - - - - - - - - - GOVERNMENT LOT-2 a=12'45'31" moo. CALCULATED L=77.94' �� CENTER SECTION 125 j NOT FOUND 8003 SF POINT OF I 'o I COMMENCEMENT II' QRG EA. �12'45'31" .N � •o .Z `Lar. � L=50.10' *0Lo I v; L 124 �12*45'31'� o I LL"- Op, t`Fti \ o M o �12 4531 8003 SF L=77.94 M I N L=50.10,Im I a, w ' o rn / S6 �21*43'11 o S m N Iw L=66.341 `jj S85'15'39 W 125.00 (R) O �+ 94 a=4'09'10" I 9252 SF 25' 25A-4'09'10" L=25.37' y �21'43'11" PT L=16.31' 123 L=18.65' I W J El 6818 SF o V I ' M �89*24'49"E 125.00' 0 - , S89'24'49"W 125.00' _____ ui I 1to - zo UE �joD II 0 Uo .o o Z o 122 wQ 0 5o o6250 SF o �t- 0 SF INI = I LL- 89'24'49"E 125.00 I 0 1 Q z 0,11. 2 �L j --I ( y S89'24'49"W 125.00' I No - w i,a I o ':0 iU 3 . I N z 3z�,o�i �c4 IV ( 96 0 o 0 w0 I F R�• y o 6250 SF I o r o I 121 o I w o p I 0 6250 SF �r ,� Z m o MATCH LINE SHEET 15 �V IQ N89'24'49"E 125.00' moo' CT 4 1353 SF 11.65' I " � -j ' Q-�� N S89'24 49 W 125.00 cn 10.00 S894 3 E 125.01 50.00' 72.09' o w I w c o I o o -� 00 120 0 I 6250 SF 0 I I w cn o J �; LEGEND/ABBREVIATIONS Ito S89'24'49"W 125.00' AC - ACRES ;� _ 0 0 � o z A DELTA R( (CENTRAL ANGLE) I'll 98 97 I - oW o0 0 ( o 0o I TRACT 0-22 CB - CHORD BEARING 6250' SF 8975 SF u o o o � ) w CONSERVATION U' W I 119 o w I I (5.039 ACTRACT C CBE -CONSERVATION BUFFER EASEMENT 6250 SF CD -CHORD DISTANCE Ir*ito (ORB 2507, PG 292) DE - DRAINAGE EASEMENT 0 0 10 � FP&L - FLORIDA POWER AND LIGHT 0 o R=25.00' UE S89'24'49"W 125.00' ' `° 0 L- ARC LENGTH ' m o A=90'45'18" 25' w w ( I � Z LB -LICENSED BUSINESS L=39.60' .i cn I o.'o LME - LAKE MAINTENANCE EASEMENT ' S89'49'53"E S89'49'53"E-� o I 118 0 I I LSE _ LIFT STATION EASEMENT 50.00 48.40 I o 6250 SF o ORB OFFICIAL RECORD BOOK ' I I OS - OPEN SPACE SS PB - PLAT BOOK ' ' S89'49'53"E (N 0' _ 482.84' S89'24'49"W 125.00' o S)�2. PC -POINT OF CURVE cq M 2���� PCC - POINT OF COMPOUND CURVE ' R=25.00' cn, N I "o. POC - POINT OF CUSP A=89'14'42" o I 117 I CONSERVATION BUFFER r'sz. PRC - POINT OF REVERSE CURVE L=38.94' I o 0 3 I s - PT - POINT OF TANGENCY 6250 SF o � EASEMENT �' o PNT - POINT OF NON -TANGENCY W rz cn o fv' PR - RADIUS S89'24'49"W 125.00' I `9 �+1 (R) -INDICATES RADIAL LINE o RGE - RANGE I crio I I �, MEAN HIGH WATER LINE SEC - SECTION o �j o 116 o I w (N.G.V.D. ELEVATION 0.79) SF - SQUARE FEET I 1Lj z cn o I 6250 SF (MAY 15, 2003) SURVEY BY S.M.T.- WATER MANAGEMENT TRACT o a CULPEPPER & TERPENING I INC. TWP - TOWNSHIP I UE - UTILITY EASEMENT ul WMAE - WATER MANAGEMENT ACCESS EASEMENT ' " ' � S89'2449W 125.00I ®PRM -DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED V "C&W PRM LB 3591" I h rn 0 l rn I " pp - DENOTES PERMANENT CONTROL POINT 91 ' 0 7603 SF S89'48 42 E I NAIL WITH WASHER STAMPED "LB 3591"CA Q ' 0 °' 4. I - ^ oM _ - DENOTES SET 5/8 IRON ROD WITH PLASTIC 10' cq n r CAP STAMPED " C&W LB 3591" ' UE - o � - - DENOTES SECTION CORNER 25.00' 25.00' 125.01'00 00 S89'49'53"E 634.83' TRACT 0-22 I to I w DENOTES 1/4 SECTION CORNER ' o SET PRM iy 1111.26 (5.039 AC) cn 49.59' o Ll N89051'09"W 2320.85'zo o Z �10 ' UNPLATTED LANDS °° o A PORTION OF SECTION 5, N00 4215"E V) TOWNSHIP 34 SOUTH, 60.00' SET PRM SET PRM RANGE 40, EAST 200.22' 22.43' 48.68' N89'51'09"W 1087.39' - PLAT UMITS N89'51'09"W 1358.72' UNPLATTED LANDS A PORTION OF SECTION 5, TOWNSHIP 34 SOUTH, PLAT BK 121 PG 35 PLAT BK 121 PG 36 SEA GR 0 PUD PLAT BOOK UNPLATTED LANDS � PAGE �� A PORTION OF SECTION 6, � TOWNSHIP 34 SOUTH, BEING A PORTION OF SECTIONS 5 AND 6, PLAT LIMITS RANGE 40, EAST SOUTH 4 LINE ON THE [� SHEET 23 OF 23 POB S89'4 ' / W TOWNSHIP 34 SOUTH, RANGE 4 41 E 972.97 W 40 EAST, ST. LUCIE COUNTY, SET '!PRM NORTH LINE OF HE SE 1/4 SECTION 6 FLORIDA 2 W p• o TRACT HOPPER-1 (7.267 AC) THIS INSTRUMENT PREPARED BY z M RONNIE L. FURNISS 1-0r OF N30'54 26 E E., CAU LFI ELD and WHEELER, INC. AN 41.84 SURVEYORS - ENGINEERS - PLANNERS NORTH 00 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 GRAPHIC SCALE ® ® ® 40 0 20 40 80 MATCH LINE THIS SHEET MATCH LINE SHEET 16 Kim m � . s ® r ® w �■ a ® w �s ®® ■® ® yea ® ®® s s ® ® ® a a s a s ® ® s w e �e �. (�. un N30'54'26"E®o ( IN FEET 41.84' U: I POB INTENDED DISPLAY SCALE: o P % 1 INCH = 40 FEET CONSERVATION o \ TRACT B �. 2N TRACT HOPPER-1 CONSERVATION w o (7.267 AC) o o AREA NO. 2 = n '�► �N w, (ORB 4736, PG 1811) o N ®� \ N I o o NL, W I o R=550.00'=48'23'47" _ \ 0.1 \ o -7'0 � Q CB=N84'33'45 W CD=..450.88, 645T \ NWi �� 00 N `� t� N N✓ �R=408.00' 2 53 L=154.71A=16'4811' L=119,65 - \ .+ . \ R,542�7 �� \ \\ \ o g8 3\ �, N45'55'43"W N co N :� 0 15.65' t3� 1"E �5, R=208.00' N. gg• / �� TRACT R �13'35'48" �O 1 \cA.v�s 10 1.952 AC L=49.36' \\ Rg 42 S CiF N60'21'53"W ` �A3 . �'53�0 N�� ` 1 ( ) 19.26' 68'ss8•• 96'��L 2 6�59 \�48) R_ 465.00� �\ I ` • 00, p-30'35 06 C=105.69' A-7 49 00 I N W '02� VE �'351224"� r-- \ 3 L=63.44' \ ��POB �, 6, LIN-. " p=2255 10 �' 27.36 �� _ _ R g980 \ 90' CD=63.39' ,. s�r'� CONSERVATION/ s,, �' \ E ,198 00 p=2127 51 R=193.99_ .59' R 4-1 NSB. CB=S80' 22 10 E \c9 L-77 „E 4' ' 45p0� 3949.. \ ,9.r'� AREA N0. 2 �� 0�� 03 R L=74.17 84.5 \N�1.8•2�`„ 79 p3 CQ_ 0 4�25 3 \ C�2 �\ \ ��s7'�y 24.84'185.58' h S89 55 36 E 73.06 N N73'p$. 4 10'� \ 205 \ " , ' Sj„� �,20 \ 8 \ \ r�r9 101 �5 �� /6-5�9 N89'44 41 W 210.42 CONSERVAl10N AREA NO. 1 'TRACT C CQ�1g .16 2 \ \ `3 "`N 5 00 r RAJ Gv- (ORB 4736 PG 1773) I N ;1 � 0001 0� o ' •R�4 \ 6�•082 g1 R��`6�900 2 10 (0.188 AC)_ 'O �u'� (4.007 AC) ���66 IY S5,12E --- N86'14'03E 164.740 rn,� 4 PART OF �r 4� \ ` cla 58 g.16 „ TRACT 0-3 �'THIS PLAT N o 15 4526,, _.� 67 g' 10' 32 E \� Z� (0.495 AC) O \o O�No N� DRY DETENTION 3 I e e4 c,132o�.294 0 — — —N7g — — — — + — y � -� w TRACT 3 N60'21 53 W \ \S 4=12'03'09" 15' UE S89'47'51"E 244.15' 9' O 2 C� 19.26 N72 5 _L=61.84 \ - v S w 0.524 AC N 226Mw — — — — I— — — — — — o o S 2 0� y�0 z o-A 7s7 I N "° j N 2 2 m z 1 \\ 4`22.54�38' L=205 �.�J✓ N O� �O O� 20' w I _ ` 53 N89'47'51 "W 206.34' N O y ,� �\ " r- i- TRACT 0-4 - — 10' UE— — — — — — -1- N Z N89'44 41 W 172.90 - (0.906 AC) N —' b`r g3' SET PRM \ O � 15' UE N z 15' UE (ORB 4223, PG 748) N89'44'41"W 206.21' 277.00'ch ORB 4223, PG 748 N89'44'41"W 379.62' SET PRM SET PRM N89'44'41 "W 656.62' PLAT LIMITS ET .PRM 74.43' N89044'41 "W \ LEGEND/ABBREVIATIONS UNPLATTED LANDS \ 100 _ A PORTION OF SECTION 6, G A - DELTA CENTRAL ANGLE) TOWNSHIP 34 SOUTH,AC y .o CENTERLINE 2 CB _ CHORD BEARING RANGE 40, EAST Q Q o o TRACT HOPPER-2 CBE CONSERVATION BUFFER EASEMENT w I w G �z. n \ CD - CHORD DISTANCE (2.415 AC) DE - DRAINAGE EASEMENT cp. FP&L - FLORIDA POWER AND LIGHT L - ARC LENGTH LB LICENSED BUSINESS �� LME LAKE MAINTENANCE EASEMENT o LSE - LIFT STATION EASEMENT \ o- ORB - OFFICIAL RECORD BOOK PLAT LIMITS OS - OPEN SPACE N PB - PLAT BOOK 0 PC POINT OF CURVE 0Or PCC - POINT OF COMPOUND CURVE POC - POINT OF CUSP PRC - POINT OF REVERSE CURVE \ PT POINT OF TANGENCY PNT POINT OF NON -TANGENCY PG - PAGE R - RADIUS (R) - INDICATES RADIAL LINE RGE RANGE \ SET PRM SEC - SECTION N89'44'41 "W 306.71' SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT POINT OF BEGINNING SET PRM TWP - TOWNSHIP Ln N=1168912.61 UNPLATTED LANDS PLAT LIMITS UE - UTILITY EASEMENT No P E=860954.52 A PORTION OF SECTION 6, WMAE -WATER MANAGEMENT ACCESS EASEMENT \ cr' TOWNSHIP 34 SOUTH, ®PRM - 5/80TES RONPRODAWI WITH REFERENCE CAP STAMPED MONUMENT w�- RANGE 40 EAST "C&W PRM LB 3591" DENOTES PERMANENT CONTROL POINT NAIL WITH WASHER STAMPED "LB 3591" POINT OF COMMENCEMENT 0- DENOTES SET 5/8" IRON ROD WITH PLASTIC SOUTHEAST CORNER I CAP STAMPED C&W LB 3591" SECTION 6, TOWNSHIP 34 ►� DENOTES SECTION CORNER � SOUTH, RANGE 40 EAST 6 5 DENOTES 1 /4 SECTION CORNER SOUTH LINE OF SECTION 6 �_ - N89'41'27"W 179.78' 7AF 8 - - Z Z UNPLATTED LANDS -off 2 A PORTION OF 7 T�� �� SECTION 5, Ln o I o TOWNSHIP 34 \ U' 't SOUTH, RANGE 40, to EAST a a N N caIL z 0 I z 0 U U � cwn 0 0 zlz J J cn w w S