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GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. DESCRIPTION (OVERALL) NOTE: PARCEL 1 IS NOT USED HEREIN. 120 �PO(�ARCEL 3) NW COE;NER OF THE NE 1/4 OF SECTION 13 (CALCULATED POSITION) PARCEL 2 SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, BEGIN AT SOUTHEAST CORNER OF THAT PART OF SOUTH 165 FEET OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 LYING EASTERLY OF THE EAST RIGHT OF WAY OF INTERSTATE 95, LESS EAST 30 FEET; THENCE NORTH 89° 58' 35" WEST 308.17 FEET; THENCE NORTH 00° 01' 21" WEST 135.0 FEET; THENCE SOUTH 89° 58' 35" EAST 308.17 FEET TO WEST RIGHT OF WAY OF BENNETT ROAD; THENCE SOUTH 00° 01' 21" EAST 135.0 FEET TO POINT OF BEGINNING, SAID LANDS SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. PARCEL 3 A PARCEL OF LAND SITUATE IN THE NORTH 1 /2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 13 PROCEED NORTH 89° 59' 11" EAST, ALONG THE NORTH LINE OF SAID SECTION 13 A DISTANCE OF 11324.97 FEET TO THE NORTHEAST CORNER OF THE NCR T HWEST 1 / 4 OF SAID SECTION 13 SAID POINT ALSO BEING ON THE EASTERLY RIGHT OF WAY LINE OF BENNETT ROAD (30 FOOT RIGHT OF WAY); THENCE SOUTH 00` 01' 21" EAST ALONG SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 2014.83 FEET TO THE SOUTHEAST CORNER OF THE NORTH 1 /2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13 NORTH 89° 58' 35" WEST 338.17 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89° 58' 35" WEST A DISTANCE OF 110.55 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 95; THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE WEST WITH A CENTRAL ANGLE OF 01 °38'26" A RADIUS OF 5891.58 FEET; AN ARC DISTANCE OF 168.70 FEET ALONG SAID EASTERLY RIGHT OF WAY LINE; THENCE SOUTH 89° 58'35" EAST 453.67 FEET TO THE WESTERLY RIGHT OF WAY OF BENNETT ROAD (30 FOOT RIGHT OF WAY); THENCE SOUTH 00° 01' 21 EAST ALONG THE WESTERLY RIGHT OF WAY LINE OF BENNETT ROAD 30 FEET; THENCE NORTH 89° 58' 35" WEST A DISTANCE OF 308.17 FEET; THENCE SOUTH 00° 01' 21" EAST 135.00 FEET TO THE POINT OF BEGINNING. SAID LAND CONTAINS 1.65 ACRES, MORE OR LESS. SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 4. THE EASTERLY RIGHT-OF-WAY LINE OF BENNETT ROAD BEARS SOUTH 00*17,07" EAST, AS MONUMENTED, ALL BEARINGS ARE RELATIVE THERETO. 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 6. PROPERTY LIES IN FLOOD ZONE X PER MAP 12111 CO167 J DATED 2-16-12. (NAVD 1988). 7. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). 8. THE EXPECTED USE OF THIS PROPERTY AND THIS SURVEY IS FOR RESIDENTIAL PURPOSES. 9. THE LAST DATE OF FIELD WORK WAS JANUARY 25, 2022 (BOOK 21-262/27). 10. SURVEY DISTANCES ARE BASED ON THE US SURVEY FOOT. CERTIFIED TO: RAFAEL AND LISSETTE ROSA, HUSBAND & WIFE MIDFLORIDA CREDIT UNION FIRST AMERICAN TITLE INSURANCE COMPANY PORT ST. LUCIE PROPERTIESr 1 .Z?/ 2 BY: a .o- RICHARD C. LAVENTURE, FLORIDt-. P.1-S. ,52019,,..,-•MF 1 1 r\ Z �1 FND. IR (NO ID) FENCE TIE (0.2' WEST) Z- (2.2' WEST)-\ (0.1' SOUTH) X X 1 ' o V t R=5891.58 (D) , Delta=1 °38'26" L=168.70' R=5891.58 (C) Delta=1 °38'26" L=168.71' FENCE TIE (4.1' WEST)--, NORTH LINE _-SECTION 13 PARCEL 3 � N89°58'35"W (D) S89°46'42"W (C) 110.55' (D /C) N89°59'11 "E (D) 1324.97' (D) N89°40'14"E (C) 1324.78' (�) 264.2' UNPLATTED ACREAGE VACANT S89°58'35"E (D) S89°46'42"W (C) 453.67' (D/C) N89°58'35"W (D) S89°46'42"W (C) 308.17' (D/C) O ;o 00 NE CORNER OF THE NW 1/4 OF (THE NW 1/4) OF SECTION 13 (CALCULATED POSITION) I ^ U ^ " O W I� co N 0 p o- r O O 00 O N O N Cn >- w J z p,LLJ -J cn IQ\ w f uJ co z z Lj M >-- w I I _- II O II -FENCE TIE - p (0.6' WEST) \ II 102.1' S89°46'42"W (C) 338.17' (D/C) 1 j 308,17' (D/C POB (PARCEL 3)x S89°46'42"W (C) x 118.72' (C) 1 FND. IR&C (ILLEGIBLE) (0.1' EAST) UNPLATTED FND. IR (NO ID) �� ACREAGE (1.3' WEST) VACANT (0.4' NORTH) r Z rn S00°01'21 "E (D) S00°17'07"E (C) 30.00' (D/C) U C7 Q o O Qo O O LQ FENCE TIE (0.1' WEST) FND. IR (NO ID) (0.1' SOUTH) FND. IR (NO ID) (2.6' EAST) (1.1' NORTH) BY DATE FIELD .......................................... JOE M 2/13/21 CALCS. .......................................... RCL 2/12/21 DRAWN JOE M 2/17/21 CHECKED RCL 2/18/21 FILE REF. FIELD BK/PG 21.3534.DWG GPS �- PROJECT BENCHMARK SET N&D (NO ID) EL=18.35' (NAVD 1988) SE CORNER OF THE N 1 /2 OF SW 1/4 OF THE NE 1/4 SECTION 13 - - -[,,,,-FND. IR&C 1859 01-1 U POB (PARCEL 2) LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH EL = ELEVATION (C) = CALCULATED (M) = MEASURED FND = FOUND POC = POINT OF COMMENCEMENT POB = POINT OF BEGINNING = BELLSOUTH PEDESTAL TOB = TOP OF BANK IR = 5/8" IRON ROD PKD = PK NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK R/W = RIGHT-OF-WAY U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT SQ FT = SQUARE FEET Q = SET #5 IR & CAP LB7056 ® = ELECTRICAL BOX L.M.E. = LAKE MAINTENANCE EASEMENT ® = CURB INLET = LIGHT POLE IR&C = 5/8" IRON ROD & CAP CM = CONCRETE MONUMENT FPL = FLORIDA POWER & LIGHT MHWL = MEAN HIGH WATER LINE MLWL = MEAN LOW WATER LINE HWL = HIGH WATER LINE SHWL = SEASONAL HIGH WATER LINE c0u = WOOD POWER POLE CHU = OVERHEAD UTILITIES = CENTERLINE ORB = OFFICIAL RECORD BOOK PG = PAGE Z = CABLE BOX Q = DRAINAGE MANHOLE © = PROPANE TANK Q = SANITARY MANHOLE = PROJECT BENCHMARK NR = NON -RADIAL CONC = CONCRETE FFE = FINISHED FLOOR ELEVATION NAVD = NORTH AMERICAN VERTICAL DATUM OF 1988 NGVD = NATIONAL GEODETIC VERTICAL DATUM OF 1929 -X- = 5' HOG -WIRE FENCE -0- = 5' WOOD FENCE m = WATER METER CMP = CORRUGATED METAL PIPE 1 = EXISTING ELEVATION k1I 34.0' 0 7.4' N r�r N EXISTING o FORMBOARDS 2.7' TOP OF FORMS FFE = 21.38' o C 11.9' 44.0' EXISTING FORMBOARD DETAIL (NOT TO SCALE) 20.1' 0 N DRAINAGE NOTES: PROVIDE A MINIMUM OF 6" SLOPE AWAY FROM HOUSE (WITHIN 10') PERMIT # 2104-1008 DATE: 2-18-21 HORIZ. VERT. SCALE: 1"=30' SCALE: N/A JOB N0. 21.3534 SHEET 1 OF 1