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Home My WebLink AboutSurveyLEGAL DESCRIPTION FOR A POINT OF BEGINNING, COMMENCE AT A POINT 8.27 FEET WEST AND 439.52 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 35 SOUTH, RANGE 40 EAST, THENCE, FROM SAID POINT OF BEGINNING, RUN NORTH 148.87 FEET, THENCE RUN EAST 208.08 FEET, THENCE RUN SOUTH 148.87 FEET, THENCE RUN WEST 205.08 FEET TO THE POINT OF BEGINNING. CONCRETE I I (2) HEADWALL m /' FOUND 1' IRON PIPE (NO ID) BM Q� (47) SET MAG DISK Q O cw G 0 r WOOD UTIUTY POLEi vATH ucHT ; i T4-1W Q _ �II DIRT DRIVE Cn _ J TI jI i OVERHEAD UTNT1' LINE (TYPICAL) 9 1988) --- 39.39-------- _--- 4' CHAIN ELECTRIC I UNK FENCE ucT 00� COO o6 o6 1 `t 39.78 -------------------------- - I I w= 00 O 0'_ / O z r MAILBOX IF IIn a -CONCRETE GRAVE Ike GATE DRIVEWAY DRIVE � 4k� �rVN71 Vr BEGINNING FOUND 3'%3' CM (NO ID) I ( CERTIFIED TO BENJAMIN THOMPSON AND DRU E. THOMPSON TFOUND 5/9-IRON 4' CHAIN LINK FENCE ROD (NO ID) 77-'N88°22'10"E - 205.08 (M) , o ; N N • N , � EAST - 205.08'(D) ; , �o o - -- 63 10' x 20' 9.8' x 11' ALUMINUM CONCRETEI N BUILDING 17.43 PROPOSED � SLAB I BUILDING OI i N 70.00 I 46.00 _ - I -------------------- ---- -------------------- I.._ _- -- 12.3; x 3.5 CONCRETE SLAB (YELL ;& PUMP) 4.7' x 3.9' NCRETE SUB (A/C) ONE-STORY s.a3 RESIDENCE 3130 DAME RD FORT PIERCE, FL 34981 WOOD DECK O 1\ N O M a � 104.15 I I --------- - --------------------------------------------- o S88'22'22"W - 20�.Uzs WEST - 205.08'(D) o -- IN� �Lo of r In I !'-I 00 I � � 0 Io. zo z SET 5/8- IRON ROD & CAP STAMPED L SOUTHOUTHSTAR LB 7217" SOUTHWEST CORNER OF THE SOUTHWEST - - -0 1/4 OF THE NORTHWEST 1/4 OF THE (BEARING BASIS) NORTHEAST 1/4 OF SECTION 30, WEST - 8.27'(D) TOWNSHIP 35 SOUTH, RANGE 40 EAST N89'38'14"W - 15.47' 103.84 _84 ------------------------------ (5014) CALCULATED PROPERTY CORNER. COULD NOT SET 4' HOG WIRE FENCE (83) SET 5/8- IRON ROD & CAP STAMPED 'LB 7217 WITNESS' 5' O/S SOUTH, ON UNE 4' CHAIN LINK FENCE O 4' CHICKEN HIRE FENCE O 0 �(5015) SET 5/8- IRON ROD & CAP STAMPED 'NORTHSTAR LB 7217' LEGEND BM =BENCHMARK CM = CONCRETE MONUMENT EL = ELEVATION (D) = DEED MEASUREMENT RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE (x)om) = POINT NUMBER REPRESENTING A 1 COORDINATE PAIR LVR = BENCHMARK (AS LABELED) LB = LAND SURVEYING BUSINESS SURVEYOR'S NOTES 1. THE EXPECTED USE OF THIS SURVEY IS FOR PERMITTING PURPOSES. 2. ALL MEASUREMENTS SHOWN HEREON ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD AND ARE IN FEET. 3. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES AND RENDERS THE SURVEY INVALID. 4. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE SURVEYOR HEREON. 5. THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 6. THIS SURVEY MEETS OR EXCEEDS APPLICABLE ACCURACY REQUIREMENTS AND IS PREPARED ACCORDING TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA ADMINISTRATIVE CHAPTER 5J-17 AS CODE, ADOPTED BY THE BOARD OF PROFESSIONAL SURVEYOR AND MAPPERS. 7. THERE WAS NO ATTEMPT TO LOCATE ANY UNDERGROUND UTILITIES, EXCEPT AS SHOWN. 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. DEED PROVIDED BY CLIENT 9. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. 10. FLOOD HAZARD INFORMATION: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), BY GRAPHIC PLOTTING ONLY, INDICATES SAID PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X" WITH NO BASE FLOOD ELEVATION ON FLOOD RATE PANEL NO. 12111 C0186J, WITH A REVISION DATE OF FEBRUARY 16, 2012. 11. DATE OF LAST FIELD SURVEY: JANUARY 8, 2021. 12. THIS SURVEY IS INTENDED TO BE DISPLAYED AT THE SCALE SHOWN ON THE SCALE BAR, 13. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83), ADJUSTMENT OF 2011, FLORIDA STATE PLANE EAST ZONE AND THE SOUTH LINE OF THE SOUTHEAST 114 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 35 SOUTH, RANGE 40 EAST AS DESCRIBED HEREON AS BEING WEST AND ALL OTHER BEARINGS ARE RELATIVE THERETO. TRIMBLE "VRS" WAS USED AS HORIZONTAL CONTROL WITH GPS RTK WITH REDUNDANT MEASUREMENTS. HORIZONTAL ACCURACY IS 0.10 FOOT, PLUS OR MINUS. 14. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), AS ESTABLISHED BY NATIONAL GEODETIC SURVEY (NGS) CONTROL POINT "QUAIL" HAVING A PUBLISHED ELEVATION OF 14.26' (NAVD88). ELEVATIONS DEPICTED ON THIS SURVEY WERE OBTAINED USING REAL TIME KINEMATIC (RTK) GPS METHODS WITH AN EXPECTED ACCURACY OF +/- 0.2'. 15. THE LOCATION OF THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 114 OF SECTION 30, TOWNSHIP 35 SOUTH, RANGE 40 EAST AS STATED ON THE DEED WAS DETERMINED TO ORIGINATE IN A INCORRECT LOCATION. THE CREATOR OF THE DEED SEEMS TO HAVE USED THE EDWARDS ROAD RIGHT OF WAY MAP, SECTION 94631, DATED 1/13/1961, FROM FOOT AND THE BASELINE SHOW THERE ON AS THE THE SOUTH LINE 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 35 SOUTH, RANGE 40 EAST. THIS DIFFERENCE CREATES SIGNIFICANT DIFFERENCE IN THE MEASURED VS DEED DISTANCES. ONCE THE ERROR WAS ISOLATED, THE PROPERTY LINES MATCH EXISTING MONUMENTATION, FENCES, AND OCCUPATION IN THE AREA. File COPY - MIN. IRONTj?ACK REQ. FR,• SIDES CNRSI ;, __ o- � Rom GRAPHIC SCALE 20 0 20 40 ( IN FEET ) Intended display scale: 1 inch = 20 feet SURVEYOR'S CERTIFICATION (THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL OF FRANK C. VELDHUIS, FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.) I HEREBY CERTIFY THAT THE BOUNDARY SURVEY OF THE PROPERTY SHOWN AND DESCRIBED HEREON WAS COMPLETED UNDER MY DIRECTION AND SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATE STATUTES. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. THIS SURVEY IS BASED ON INFORMATION FURNISHED BY CLIENT OR CLIENT'S REPRESENTATIVE NORTHSTAR GEOMATICS, INC. DATE FRA VELDHUIS PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATION NO. 6582 v , A (jo\ � Lo 0 X Q Q W) r or 0 LL 0 10 O 010 Z (n Q (n � f N W Z beou) < r-- U) v D I__ (z)CD o 0 E \0 Lu OLU0 � U) 00Z ZLU < C) O � J m Co O v z D_ d� z 0 rn w D_ Lu a 0 i U (V O p. = LL N - 7 N „ r m m m Lu m w Lu J z U Qu LL 3 Lu m (n LL m U I- (n Lu za � > O Of -O = J F- u- U) O r O cn F- Ln z _ O Z Z Z J W O J Om ~F-: In O N Z O_ F- CJ Lu 0 SHEET NO. I OF I SHEETS PROJECT NO. 21-001