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Home My WebLink AboutSurvey01,-"4 c DESCRIPTION: LOT 25 AND THE WEST 1/2 OF LOT 24, BLOCK 73, LAKEWOOD PARK UNIT No. 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 13. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. MUNICIPAL ADDRESS: 7505.COQUINA AVENUE, FT. PIERCE, FLORIDA 34951 PARCEL No. 1301-607-0101-00" FOUND "PK" NAIL/TAB - - - 5.4' STAMPED "PLS- 4945" - - 1. / °'a' _COQUINA AVENUE % 70r RIGHT-OF-WAY - t SURVEYOR'S GENERAL NOTES AND REPORT• _ EDGE OF PAVEMENT T. 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND SET TEMPOORARY--� 0 - - O MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. BENCHMARK No. 10 0 0 EL. = 20.49 FEET 12° X 18" n SET TEMPOORARY Z 2. THE LAST DAY OF FIELD WORK PERFORMED FOR THE INITIAL SURVEY EFFORT WAS SEPTEMBER 12, 2016. NAVD 1988 n �Cmp BENCHMARK No. 11 _0 SUBSEQUENT ADDITIONS, DELETIONS AND/OR UPDATES, IF ANY, ARE REFLECTED IN THE DRAWING REVISIONS. CENTERLINE OF SWALE EL. = 20.42 FEET W- t9' - t9• -NAVD 1988 C7 3. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2011, 2.5' WIDE -BRICK - AND ARE PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901) AND ARE SOUTH RIGHT-OF-WAY LINE ( - BEARING BASIS 1 REFERENCED TO THE ESTABLISHED AND MONUMENTED LINE SHOWN HEREON LABELED AS THE BEARING BASIS. S 89'S3 34" E 1 12.50' _ _ _ 4. UNLESS A DIFFERENCE IS SHOWN, OBSERVED AND RECORD DIMENSIONS ARE THE SAME. ALL DIMENSIONS SRC 75.0' (P) 75.0' (P) SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. `r APPROXIMATE � FOUND 4" X 4" CONCRETE - - 2' WIDE BRICK z �- I 5. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE a SEPTIC TANK I PROFESSIONAL OPINION THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF ' MONUMENT NO IDENTIFICATION o0 LOCATION - - FOUND 5'/8"0 REBAR/C P LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND NORTHWEST CORNER BLOCK 73 3 11, w - 299' STAMPED LB 6018 3m I TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 0 3.5' WIDE BRICK BLOOMSTER .I WALK I - I.. B. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR - ENTITIES NAMED HERON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE - - 15.3' - 44.1' 1 53.2' - _ I FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE; PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS 3.5' WIDE BRICK - OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WALK °i ONE-STORY WEST 1 /2 OF EAST 1 /2 OF - WITHOUT THE EXPRESSEDWRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR CBS LOT 24 LOT 24 - ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. - RESIDENCE 7.- THE LEGAL DESCRIPTION AND MATTERS OF PUBLIC RECORD WERE FURNISHED BY THE CLIENT THIS .I 0 t a_ PROPERTY(S) WAS NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR ENCUMBRANCES OF RECORD. THE Iq ��GATE - 106 ^I HEREON DESCRIBED PROPERTY IS SUBJECT TO RESTRICTIONS, RESERVATIONS, EASEMENTS AND LOT- 26 n 15.4' H- _ t6 N. RIGHTS -OF -WAY OF RECORD, IF ANY. MATTERS OF RECORD NOT BROUGHT TO THE SURVEYOR'S ATTENTION BY 1..1' BRICK CONCRETE xzt2 I ^ I LOT 23 THE CLIENT, THEIR AGENT OR AS DISCLOSED BY A FURNISHED TITLE INSURANCE POLICY AND NOT INCLUDED. NO BLOCK 73 3 PATIO PATIO " 3'X3' 0.6 w M INVESTIGATION WAS MADE BY THIS OFFICE INTO THE VALIDITY OF ANY EASEMENTS CITED IN THE LEGAL OCCUPIED " A/C PAD _ BLOCK 73 DESCRIPTION OR FOR ANY ENCUMBRANCES NOT OF RECORD IN THE INFORMATION FURNISHED BY THE CLIENT. A. N 6' WOOD I OCCUPIED TITLE COMMITMENT WAS NOT FURNISHED TO THIS FIRM. ro FENCE N MIN. SEiE C �� I to 8. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE (5J17 F.A.C.) IS o I o li I SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY OF BOUNDARIES FOR THIS TYPE OF SURVEY IS 1 FOOT (4 - ' IN 7,500 FEET. THIS SURVEY MEETS OR EXCEEDS THE STATED ACCURACY REQUIREMENT.. FRONT -- x20.. Z ' 9. WITH EXCEPTION TO WHAT AAS BEN FIELD LOCATEDR AND SHOWN ON THIS SURVEY, THE SURVEYOMAK£S 2¢8 X2¢9 51flES 1 LOT 25 I NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE CNR SIDES C1 '� - _ X2ov I j I AREA,. EITHER IN SERVICE OR ABANDONED. SUBSURFACE AND/OR AERIAL ENCROACHMENTS, IF ANY, WERE NOT �_ `-'_"•�' - LOCATED AND/OR DEPICTED ON THIS SURVEY UNLESS NOTED OR IDENTIFIED. REAR - " 10. THE HEREON DESCRIBED PROPERTY APPEARS TO. LIE WITHIN FLOOD ZONE x, (INSIDE 0.2%) AS SHOWN ON I ZNG. - 5.0' _ fi57, I FLOOD INSURANCE RATE MAP (FIRM) NUMBER 12111C0093J, PANEL 0093, SUFFIX J MAP EFFECTIVE DATE: TECH w FEBRUARY 16, 2012. FOUND 5/8.0 REBAR/CAP 2 9 I � LUo STAMPED "PLS 3435" BRICK x2°e` X2¢5 x20.of N G.P.S. NOTES: PATIO 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) r-4.4' CENTERLINE OF SWALE I I 2. G.P.S. RECEIVER TYPE: DUAL FREQUENCY LEICA GS 14 / CS 15 GPS/GLONASS ONSS (GLOBAL NAVIGATION ... 0.6 0 6 1, - 0.6' SATELLITE SYSTEM), SEAS, CODE AND PHASE (LI & 1.2). 10' PUBLIC UTILITY & 20 9.9- t99 I 3. THE ORIGINAL GPS RTK MEASUREMENTS BEGAN SEPTEMBER 12, 2016 AND WERE COMPLETED ON SEPTEMBER DRAINAGE EASEMENT (P) ( - -75.0' P -- t �' 10 2 _ _ 12, 21111, TWO LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT 201 75.0=(P)` CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER IS SET UP ON AN ESTABLISHED - S 89'50'OS" 112.50' CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR 10' PUBLIC UTILITY & X 21.3 - f X eta TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS DRAINAGE EASEMENT (P) Ce 0e =_ / of AND PRECISION INFORMATION ARE -DETERMINED VIA RADIO / MODEM LINK -WITH THE BASE STATION AND I. - - - - -_ - - - - - - ------------------------- --------J1/------_ RECORDED AS THREE DIMENSIONAL (3D)POSITIONS. ,• SRC; J - - - - 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING LEICA GEO OFFICE, VERSION 8.3 I. FOUND REBAR RCAP UNABLE TO READ 5. THE HORIZONTAL TARGETACCURACY FOR THIS SURVEY IS AS FOLLOWS: UNABLE - HORIZONTAL: I LOT 6 (2.7'N. & 2.0'W.} LOT 7 I VERTICAL: 0MM+HI PPM((RRMS). BLOCK 73 BLOCK 73 OCCUPIED I OCCUPIED I 6. HORIZONAL POSITIONS OF SITE CONTROL WERE ESTABLISHED UTILIZING THE FOOT FPRN "MAX" NETWORK CORRECTION. LOCAL SITE CONTROL VALUES ARE NETWORK CORRECTED . EGEND - - (ADJUSTED) POSITIONS. °` �C)NTRA►CT C ATER METER ELECTRICAL RISER •- ANCHOR & GUY WIRE ® MAIL RECEPTACLE VERTICAL DATUM AND CONTROL NOTES: '�= .7 -� SIGN ELECTRICAL METER - , e ' .- FOUND B/4°0 IRON PIPE - 4i � - THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH NO IDENTIFICATION ` DRAINAGE CAfif✓H BASIN DIA. DIAMETER ra AMERICAN VERTICAL DATUM OF 198E (NAVD 1988).AND ARE DISPLAYED IN U.S. SANITA SOUTHWEST CORNER BLOCK 73 O SANITARY SEW€R MANHOLE EDP EDGE OF PAVEMENT �" L 3 ue1 SURVEY FEET AND DECIMAL PARTS THEREOF. ---ce-. OVERHEAD. EL€DTRIC R.O.W. RIGHT OF WAY • ORIGINATING BENCH MARK - ST. LUCIE COUNTY VERTICAL CONTROL DISC WATER. VALVE I.R.F.W.C.D, INDIAN RIVER FARMS WATER CONTROL DISTRICT "PINCH" IN CONCRETE AT THE SW CORNER OF THE INTERSECTION OF LR.F.O.SD. INDIAN RIVER FARMS COMPANY SUBDIVISION SE ��`'"" ``"'"°"`�•' F'i..' WOODSMERE WAY AND BELLEAIR AVENUE. - _ - FIRE HYDRANT y..1 i C.B.S. CONCRETE BLOCK STRUCTURE w UTILITY POLE ELEVATION = 21.05 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD (0) OBSERVED DATA CONC.- - CONCRETE (P) PLAT DATA L.P. LIQUID PROPANE _ •'- : - 1988). SWALE GRAPHIC SCALE (C) CALCULATED DATA IS.R.C., FL INDIAN RIVER COUNTY, FLORIDA SET TEMPORARY BENCHMARK NO. 10 ELEVATION -20A9 FEET NAVD1988. EXISTING IRRIGATION WELL SEE SKETCH FOR LOCATION. ® "TELEPHONE\CA1Y RISER " SRC SET )f DIAMETER X 18" LONG CERTIFIED TO: 0 20 40 r : 60 - REBAR/CAP - _, „ CbSET TEMPORARY BENCHMARK NO. 11 ELEVATION= 0.42 FEET NAVD 1988. U SANITARY CLEAN -GUT - JOSEFINA DIAZ ROBLES , _ SCALE.. (1 Inch = 20 Feet) STAMPED 'CARTER ASSOC' SEE SKETCH FOR LOCATION. # YARD LIGHT PIPELINE POOL AND PAVERS, IIo'C. W JOSEFINA DtAZ ROBLES $°^'°� "°`'a' CARTER ASSOCIATES INC. am�.,,,/1 p DAZE FRAWN SEPTEMBER 15, 2016 :16-5175 BOUNDARY AND TOPOGRAPHIC SHEET FELINE POOL AND PAVERS, INC.CONSULTING CON .''DRAWN NSULTING ENGINEERS AND LAND SURVEYORS BY: APP,D. SG SURVEY 520 47TH AVENUE 1708 21st STREET, VERO FL 32960 BY : "'" PLCYTBY : DEL/FSC Frankcuccurese 01 ®� VERO BEACH; FLORIDA 32968 _BEACH, TEL: (772) 562-4191 FAX: (772) 562-7180 RUKS CUCCURESE, PSM FLORIDA FIL� NAME: DATE REF# 16517S.dwg LOT 25 AND THE WEST 1/2 OF LOT 24, LAKEWOOD PARK UNIT 7 FAX: , LICENSE No. 4765 CCPYpIWT6SH M1N,Nngelw, m6- m®..RtlYmWWeM1AM"paPr.ppyrbM1lNeemm,m¢r�mnma m,WoebepMl,.�pNpm,yy„., ..,em,rwyr�.a mmmm=.xMar' +.+mwr.�.ante.1.m�aoawrar.a.+.a=m.rewamw��m,emn.w q=r,.rarN.are. CARTER ASSOCIATES, INC. COA205 1 LB 205 F,®, & PG.: 839WP/1+ ST. LUCIE COUNTY FLORIDA r Dwg. #: 20348-B FILE Copy T_f)-m J- I rl u q-01 E F APPlicant has been advised NO strictures can be erected within any easemerg or right of way unless otherwise approve'd...--.-.. _.. _.. I-L 16 Applicant has been advised NO 511UCIUM5 can be orected within any o,•Isel"Ont or right Ot way unless otherwise approved• Appi;cant Initials.�- Cii V-5