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HomeMy WebLinkAboutBOUNDARY SURVEYBOUNDARY SURVEY THE EAST 200.96 FEET OF THE SOUTH 242.92 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 34 SOUTH, RANGE 39 EAST, Public Records of St. Lucie County, Florida, less road right of way. �' (Contains 1.01 acres) PARCEL I.D. #1322-211-0001-000-7 L a 14 02 0 2L FENCE CORN 9.32' NORTH 0.2e' EAST' PARCEL. I.D. #1322-211-0001-000-7 FENCE CORNER O-V WEST 0.07' NORTH N 89®29'05" W 200 FIR 1/Y �' 246' _ tO7g2' - ALUMINUM SHED PARCEL I.D. #1322-214-0001-000-6 FENCE CORNER Mt EAST � P�ALI "IR T8.00' ro oonc - L PAD11 29ONE STORY 20.30' RESIDENCE #4102 JOHNSTON ROAD 0 20.00' e1 27.90' O ETIIITY � coCON me CRT v DIRT DRIVE " FENCE CORNER FIR 1 / 03.W 02.91'• :v CONC POOL FIR 1/2'— xd 57' F4° i 1g0.5i3 1 ,�ODE (00MPL1A14CE iDB0r_,Cq13* CERTIFIED TO: GMYWU14M ROBERTS B AND ARIANA MARIE CONTANZO M ' VDGEFINANCIAL SERV10ES,INC. DBA RI rTATEMORTGAGENETWO ALRK I _._ E & SOWERBY, P.L. CERTIFICATE: (LESS 25' ROAD RIGHT-OF-WAY) - JOHNSTON RO (50' PUBLIC R/W) 20't ASPHALT ROA GRAPHIC SCALE 40 0 20 40 { IN FEET ) 1 inch = 40 ft. 1 HEREBY CERTIFY THAT THIS MAP OF SURVEY AND OTHER PERTINENT DATA SHOWN HEREON, OF THE ABOVE -DESCRIBED PROPERTY WAS MADE ON THE GROUND, CONFORMS TO THE MIMMUµ TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, AS OUTLINED IN CHAPTER SJ-17, (FLORIDA ADMINISTRATIVE +CODE) AS ADOPTED BY THE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION. GSS SURVEYING d MAPPING, LLC. CERTIFICATE OF AUTHORIZATION NUMBER LB S005 SURVEYORS NOTES: ° NEJOF THE HW } SECTION 22 TOYMSHP 34 SOUTH RANGE 39 EAST O m cil PARCEL I.D. #1322-122-0004--000-5 W a m O RECEIVED SOD SEP 01 2021 ,'T,., St. Lucie County Permitting CORNER 8�34�NOR FM 1/2' - - - - U FILE COPY 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. 2. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. MIN. SETBACK REQ. FRONT SIDES ' CNR SIDES REAR _ 3. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 5. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 0. BEARINGS AND DISTANCES SHOWN HEREON S48STANTIALLY AGREE WITH THE PLAT UNLESS OTHERWISE NOTED. T. BEARINGS SHOWN ARE BASED UPON THE NORTH RIGHT OF WAY LINE OF JOHNSTON ROAD AS SHOWN (DESCRIBED ABOVE). S. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 9. THIS MAP MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. PROFESSIONAL SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE 10. ADDITIONS OR DELETIONS TO THIS SURVEY BY OTHER THAN THE SIGNING PROFESSIONAL SURVEYOR AND MAPPER IS PROHIBITED WITHOUT WRITTEN CONSENT. Jun 27,2014 TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.5597 11. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111C0070J, HAVING AN EFFECTIVE DATE OF FEBRUARY 10, 2012. THIS PROPERTY LIES WITHIN ZONE X OUTSIDE SPECIAL FLOOD HAZARD AREA. 12. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. STANDARD MEASURE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. (U.S. SURVEY FEET). ADDRESS: 4102 JOHNSTON ROAD, FT. PIERCE LEGEND DA.S = CONCRETE SLOCKISTUCCO FIP - FOUND IRON PIPE TIO IDENTIFICATKW ES . WATER METER ' CABLE PEDESTAL C - CALCULATED = CHAIN LINK FENCE iL = ELEVATION SIRC = SET 17T IRON ROD WITH CAP -LB 7208' C FND = FOUND 9M - SITE BENCHMARK CONIC - CONCRETE = FIRE HYDRANT o- s WOOD UTILITY POLE = WOOD FENCE 'PR = FIXED POINT OF REFERENCE 'B FN&O = FOUND HAIL AND DISK j = WATER VALVE C K - CURVE NUMBER = CHORDBEARING / CH = CHORD SNAD = SET NAIL AND DISK ® = GUY ANCHOR 8AND = TOP OF BANK )CP = PERMANENT CONTROL POINT FF EL- FINISHED FLOOR ELEVATION -EXISTINGWELL ;C = POINT OF CURVATURE SIT = SEPTIC TANK © la " ELECTRIC TRANSFORMER = AIC AIRCONDmONER - TOE OF SLOPE V = POINT OF iNV = RIGHT T OOF WAY SF = SQUARE FOOT (P) � PLAT (D) =DEED (M) u MEASURE =SANITARY MANHOLE ® = STORM MANHOLE L7 = TELEPHONE JUNCTION BOX I.Q. = IDENTIFICATION . OVERHEAD WIRES =1R = FOUND IRON ROD'NO IDENTIFICATKW CIL - CENTERLINE EOP- EDGE OF PAVEMENT ®=CATCH CM - CONCRETE MONUMENT s4 :IRC = FOUND IRON ROD WITH CAP CMP = CORREGATED METAL PIPE BASIN LIGHT POLE 0 = BUILDING SETBACK LINE UPOA7ES and/a RLN19ONS BY DATE I JOB 1k 14-0582 DRAVN WIN JD � ;t , Surveying and Fappi ag9 I6111%. CHECIM elf. 4690 Lipscomb Street NE, Suite 6A I = BOOK: ME Palm Bay, FL 32905 PAIeE 321-914-3978 FIELD OAT% 0E-25-14