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HomeMy WebLinkAboutBoundary SurveyBEARING BASIS N 89'50'45" E 1390.06' (C) N 89'56'39" E 1390.66' (P) CAUND X2" 1/4,TED NW NW CORNER Wr.w ❑ „ CONCRETE MO SECTION 11, TAP 35S; N=. _ CRIPPLE CREEK LANE -WEST AVENUE E (P) W/No IDENTI tTION ROE 39 E o oo °r CALCULATED NE CORNER OF o �r SW.1/4 NW 1/4 SECTION 11 'o Iz .. EDGE OF DIRT ROAD 12"CMP TWP 35S, ROE. 39E i N 89'50'45" E 620.58' (C) 620.59' (P) FDRC ".... _ ,", ,� _.., :...... ,..N...89'5©'-45'^'f -134. ' (Cj.._. _..", ___ --_, .FDRC 1 � - - 7s.00' (P) - s' i5.o '� --x- x-x-)B5:BG':(R)--x .' { Ile 6.0' DRAINAGE. FOUND FOUND 3.4" DIA. PIPE I I ^ 1/2" DIA. REBAR W/NO IDENTIFICATION 35 49, - EASEMENT (P) L=39.36', R=25.00' �- W/NO ID I ( 0.21') 1 ii I CHORD=35.42' \ FDRC N 85'1831' W 7 I A=90'12'12" U.1 (S 88'01'48 W I - 1 CHB=N 45'03'09" W 0.28') 3 II Q I I 22.68' ® 1 6.0' DRAINAGE -P I 40.i)' 27.3' 1f'_'_'�EASEMENT (P) Q �1 POLE RNLI x ^ (� I a 3h 31� LOT 22 v22:22'FLOOR) j I n o (DIRT F OCR) i w Nlo ^�o (OCCUPIED) �_ _1.2s--L_J I "0 I I I I > o ui o v n i -STORY oa I b �24.25 io.2' FRAME SHED I x BLOCK �r W �I g�^ L 3 z n I I Q O o ¢ I I ( I w I 12" CMP O I L1J J � LOT 21 LOT 20 x I LOT 18 z U FOUND /2 61A PIPE I o p N I U m I W/NO I ENTIFI ATION 6.0, DRAINAGE o I o EASEMENT (P) N - - - _ - - N -- ----- - - - - - - - �---- -- 75 (P)- -.'I'. -}. _:- 85.(P) DESCRIPTION: 75. 0' (P)-. 75.00'(P) - T- _o� o oe "LOTS 18E 19, 20 AND 21, BLOCK 6 OF ----�/q��---_.._ I--- --- - __ oe____oe__ o _ -�- -fie-- V 3 ( APPROXIMATE - -� JAY GARDENS NS R FT PIERCE, ACCORDING TO LOCATION OF THE PLAT THEREOF AS RECORDED IN PLAT E(,-, 6.0 DRAINAGE GATE I ^ I BOOK 10, PAGE(S)70, OF THE PUBLIC 13LOLK EASEMENT (P) o 6' WOOD FENCE ( I T, °o SEPTIC .6' I-- a RECORDS OF ST. LUCIE COUNTY, FLORIDA." 61 o 6 WOOD FENCE THE ABOVE DESCRIPTION IN QUOTES TAKEN FROM OFFICIAL RECORD . BOOK 3988, PAGE PUMP I I S�• J 2691 PUBLIC RECORDS OF ST. LUCIE HOUSECONCRETE �ti I Q o COUNTY, FLORIDA. 3 a LOT 1 7 LO 1 8 POOL DECI) A„04, \ LOT 19 z THE ABOVE DESCRIBED LAND CONTAINS - 16.8'I I J`'� e� 0 a I 36,531.97 SQ. FT. OR 0.84 ACRES, of v (OCCUPIED) ^�6 >X G02G h n O bo 3 a �• I G� 1-STORY vA,e FRAME,.---27.4' r Q I PARCEL IDENTIFICATION: 231160101030008 (n) to I RESD NCE C) I LOT 17 I MUNICIPAL ADDRESS: 251 CARDINAL PLACE, I vi 1-STORY e o- FORT PIERCE, FLORIDA 34945 \� "� ( b7t2 '- FRAME & le .z. ,6 tie F��`" r-19.4' Z RECEIVED ,n. .... R€f p NOV U 12018 I1 </ j ( { I e / I I FOUND 5/8 DIA, REBAR/CAP aT.luCIeCOUtCYrpePiil7RlHN APPROXIMATE - FDRC STAMPED "VELA®N LB 4942" FOUND i/2'I'DIA.PIPE LOCATION OF I DRI EL I I CONCRETE 7 (5 63'5433' E 0.42') (N 78.LK NO 1DE57I IEA1.06') ( r0.5' ON SEPTIC 6.0'. I I GRAVEL ! I I FOUND 5/8".DIA. REBAR/CAP .1' DRIVE STAMPED "VELCON LB 4942" 75.00' (P) 75.00' (P 85.00' (P) - (S 70'47'56" E 0.37') SURVEYOR'S GENERAL NOTES AND REPORT: N 89'50'45" E (C) 'R.O.W. -' N 89'50'45" E 135.09' (C) FDRC FDRCWC 0 6 1.0' i 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, -_------ L=39.18', R=25.00' OFFSET 1' SOUTH- UTHISNL DRAWING, SKETCH, SIGN TU MAP IS FOR INFORMATIONAL PURPOSES ONLY A D IS NOT VALID. O ( ) �`""° ""`"' -----+ -- -, -,-.., CHORD=35:29' 2. THE LAST DAY OF FIELD WORK PERFORMED FOR THE INITIAL SURVEY EFFO WAS APRIL 16, 2018. SUBSEQUENT CHB=N 44'56'S1" E E OF DIRT ROAD ADDITIONS, DELETIONS AND/OR UPDATES, IF ANY, ARE REFLECTED IN THE DRAWN REVISIONS. _ EDG 3. BEARINGS SHOWN HEREON ARE. BASED UPON THE NORTH AMERICAN DATUM 0- 1983. ADJUSTMENT OF 2011, AND ARE 60.0'(P) PROJECTED IN THE FLORIDA. STATE PLANE COORDINATE SYSTEM, FLORIDA EAST 20NE (901) AND ARE REFERENCED TO MOCO LANE -WEST AVENUE D (P) \ THE ESTABLISHED AND MONUMENTED LINE SHOWN HEREON. LABELED AS THE BEARING BASIS. : .SURVEYOR'S GLOBAL POSITIONING SYSTEM (G.P.S.) NOTES: BO'R.U.W. FOUND 5/9" DIA. REBAR \ 4. UNLESS A DIFFERENCE IS SHOWN, OBSERVED AND RECORD DIMENSIONS ARE THE SAME. ALL DIMENSIONS SHOWN 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) W/NO IDENTIFICATION HEREON ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. (S 84'07'36" E 1.45') 2. G.P.S. RECEIVER TYPE: DUAL FREQUENCY LEICA GS 14 / CS 15 5. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL CPS/GLONASS QNSS (GLOBAL.. NAVIGATION SATELLITE SYSTEM), SBAS, OPINION OF THE REGISTERED SURVEYOR .PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS CODE AND PHASE (L1_AND L2) - - - - - - - - NOT INTENDED TC IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF�- CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 3. THE ORIGINAL CPS RTK MEASUREMENTS BEGAN APRIL 5, 2018 AND WERE COMPLETED ON APRIL 16, 2018. TWO LEICA. DUAL .FREQUENCY I I BLOCK 6. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT HERON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STAT D, CERTIFICATION OF THIS SURVEY MP CAPABILITIES) WERE USED TO GATHER GPS DATA.. TYPICALLY A BASE d APPLIES ONLY.TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND RECEIVER IS SET UP. ON AN ESTABLISHED CONTROL STATION WHILE MAPPERSINCHAPTER 5,117 FLORIDA ADMINISTRATIVE CODE,_ PURSUANT TO SE ON 472.027, FLORIDA STATUTES. THE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY -NOR WARRANTY TO ANY (OTHER INFORMATION NOT SHOWN AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE LEGEND LU 9 i HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND wm NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE S GNINGI SURVEYOR. THIS SURVEY IS NOT z 3 rn VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. MODEM LINK WITH PRECI TIHE (BASE NFORMSTATONATIONPANDETRECOR ED ASERMINED VIA R THEWELLDIMENSIONAL WATER METER EXISTING'WELL LR.C., FL. INDIAN RIVER COUNTY, FLORIDA z (3D) POSITIONS. E-- ANCHOR & GUY HIRE TELEPHONE\CATV RISER ry b ao 7. THE LEGAL DESCRIPTION AND MATTERS OF PUBLIC. RECORD WERE FURNISHED BY THE CLIENT. THIS PROPERTY(S) WAS -r SIGN SRC SET 1/2" DIAMETER X 18" LONG REBAR/CAP Q z NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR ENCUMBRANCES OF RECORD. THE HEREON DESCRIBED (g SANITARY CLEAN -OUT STAMPED "CARTER ASSOC." 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED m PROPERTY IS .SUBJECT TO RESTRICTIONS, EASEMENTS AND RIGHTS -OF -WAY OF RECORD, IF ANY. USING. LEICA INFINITY, VERSION 2.1.0 ® DRAINAGE CATCH BASIN {% YARD LIGHT SRWC SET 1/2" DIAMETER X 18" LONG REBAR/CAP I U MATTERS OF RECORD NOT BROUGHT TO THE SURVEYOR'S ATTENTION BY THE CLIENT, THEIR AGENT OR AS DISCLOSED BY SANITARY SEWER MANHOLE ® ELECTRICAL RISER STAMPED "WIT.COR. LB.205" ' A FURNISHED TITLE INSURANCE POLICY WERE NOT INCLUDED. NO INVESTIGATION WAS MADE BY THIS OFFICE INTO THE 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS O No VALIDITY OF ANY EASEMENTS CITED IN THE LEGAL DESCRIPTION OR FOR ANY ENCUMBRANCES NOT OF RECORD IN THE FOLLOWS: O DRAINAGE MANHOLE ® MAIL RECEPTACLE FDRC FOUND 1/2' DIAMETER X 18" LONG REBAR/CAP INFORMATION FURNISHED BY. THE CLIENT. NO TITLE COMMITMENT OR. ABSTRACT WAS FURNISHED FOR THE PREPARATION HORIZONTAL: 8MM + 1PPM (RMS) _OE- OVERHEAD ELECTRIC STAMPED `CARTER ASSOC.* "m OF THIS SURVEY. VERTICAL: 15MM + 1PPM (RMS). �, (III ELECTRICAL METER FDRCWC FOUND 1/2" DIAMETER X 18" LONG REBAR/CAP 8. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE 5J17 FAC.) IS SUBURBAN. THE D4 FIR WATER VALVE DIA. DIAMETER STAMPED 'W1T.COR. L8.205" RV ( 6. HORIZONTAL POSITIONS OF SITE CONTROL WERE ESTABLISHED FIRE HYDRANT EDP EDGE OF.PAVEMENT MINIMUM RELATIVE DISTANCE ACCURACY OF BOUNDARIES FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. THIS � LR.F.W.C.D. INDIAN RIVER (ARMS WATER CONTROL DISTRICT 4 SURVEY MEETS OR EXCEEDS THE STATED ACCURACY REQUIREMENT. UTILIZING THE FOOT FPRN "MAX" NETWORK CORRECTION. LOCAL SITE cb UTILITY POLE R.O.W. RIGHT OF WAY I.R.F.G•SD. INDIAN RIVER FARMS COMPANY SUBDIVISION rn CONTROL VALUES ARE NETWORK CORRECTED (ADJUSTED) POSITIONS. (0) OBSERVED DATA. CONC. CONCRETE S.L.CO., FL ST. LUCIE COUNTY, FLORIDA GRAPHIC SCALE m - 9. WITH EXCEPTION TO WHAT HAS BEEN FIELD LOCATED AND SHOWN ON THIS SURVEY, THE SURVEYOR MAKES NO L.P. LIQUID PROPANE GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN (P) PLAT DATA C.B.S. CONCRETE BLOCK STRUCTURE SERVICE OR ABANDONED. SUBSURFACE AND/OR AERIAL ENCROACHMENTS, IF ANY,( WERE NOT LOCATED AND/OR DEPICTED (C) CALCULATED DATA SWL SWALE ON x 10. THETHIEREONIry DESCRIBED PROPERTY PEY UNLESS NOTED OR EPEARISDTo LIE WITHIN FLOOD ZONE 'X', (D) DEED DATA P.O.B. POINT OF BEGINNING 30 0 ch 80 90 POINT OF COMMENCEMENT SCALE. (1 In = 30. Feet) ORB NO SPECIAL FLOOD HAZARD AREAS, ,� CERTIFIED TO: ORB OFFICIAL RECORD BOOK SHOWN ON FLOOD INSURANCE RATE MAP (FIRM) NUMBER 12111CO160,. PANEL NOT PRINTED, COMMUNITY NUMBER ZABITOSKY CONSTRUCTION PG PAGE REVISED: 10/8/18 PER ST. LUCIE COUNTY COMMENTS, 120285, PANEL 0160, SUFFIX 'J' MP REVISED DATE FEBRUARY 16, 2012, MAP INDEX DATE FEBRUARY 16, 2012. - ASHLEY ERICK50N ,vl;; COUNTY PROJECT No. BA-920185372, 874WP/36, SG. �a 9.r.1a� P7orida ` ' ,•' " - DATE : 04/1312018 ZABITOSKY CONSTRUCTION 81nce1911 CARTERASSOCIATES, INC. PROJ.# :18-350S BOUNDARY SURVEY SHEET 574 10TH AVENUE -, • DRAWN DJM LOTS 18,19 20 AND 21 BLOCK 6 - JAY GARDENS - FT. PIERCE CONSULTING ENGINEERS AND LAND SURVEYORS , ) APPD. BY •DEL O o VERO BEACH, FLORIDA 32962 scoff Gruber PLAT BOOK 10, PAGE 70 1708 21st STREET, VERO BEACH, FL 32960 PLOT BY FILENAMI9' 18-350S.dwg ST. LUCIE COUNTY, FLORIDA TEL: (772) 562 4191 f 1 FAX: (772) 562-7180 DAVID E. LUETHdt3, P S.M. A REP. # TEL: 528-1760 FAX: GarYRia"Tosme carRramw,i-m"a�,remug}��,„.„w."nea..,n.wro.nvac.,wa,w".w m..w.n im..a.a mrw.mv�u..n� avhamrw+n mw FLORIDA LICENSE No. 5726r rvgnmirinum. rn"aemm..,.na.owawe."amn�o;pyy,,vrmu"rwioaor"a, �aw,,.rire. ""an.a o•m,ro,am,.v."vwmo,eu,.,no.n�iw",mc.n.rn,..aw., ir" CARTER ASSOCIATES, INC,. COA 206 / LB 205 j F.B.& PO. : 854WP18+. Dwg. #: 20917-8