The URL can be used to link to this page

Home My WebLink AboutA14481f►1CNR �1 MIN. S - i TECH t2�6 51� 1\1"'opD � o• 2 � TOO \\1 �S 50.00' \ 3� \ \\5A atS5� x v x \00 BEARING REFERENCE: CENTER LINE OF NORTHWEST COCO PLUM COURT AS N 20°193r W ALL BEARINGS SHOWN HEREON REFERENCED THERETO. §ACK REQ. \\ g5 k0 \208x \X\� \2- 532 90.� 57.13' i�epy��°�9Z530D ��ii}gGf� \2�tl � t2• x`� 5gp�� %� os 5�Q �-- �F� Yam' _J. N u x\298 pdpptlG s P TO \ \2g5 yNF3� s 2 •-x t3AT A� 5 \&\ x cs' a \YES�pKN �02 \\ 1� \\ x o �\ S� 1 ov, T Fib s \ \QM •t2�''xx • • _ � gA.� �� \20 �p>�QPD ` �� 2�Ax V , ' OVA K �( 6 �C1 Q \\1Bx ' � •, . \20Ct • .`\ °fix ., ppc1G• x ✓ \2� G x\\' x• \ t3 g€f GAG' \2•c; x\2.0� 0\ 0 �e ILt2A \26S �t `� �9 x ,23°V1 2 3 •• r? o \ ° t2E� 252 g69 IL x , <�r `x IVED .r \\ i \\5� x e• \X.\G uN051� ® SEP 10 2021. LINE TYPE -� 51TEBENCHMARK St. Lucie County �� Permitting DtISTiNG BUILDING 5ET NAIL 4 DISC QpiNT OF FROF05ED BUILDING EIEV.:11.23' 1 b C{}RVAIURE ----- NAVD 88 1 At L0124 AERIAL. PHOTOGRAPH (MAY NOT SHOW LA7EST IMPROVEMENTS) (NOT -TO -SCALE) CURVE TABLE CHORD LENGTH CHORD BEARING LENGTH RADIU5 DELTA CI 30.00 310.00' 05'3241' 23.99 N173)53V C2(P) 16.69' 25.00 405000 1&26' NOITG23'E C2(Mj 19.52' 25.00' 44*4544' 19.02' N01°I2'12'E C3(P) 22.1 P 50.00' 25'2005' 213Y N09'5I'20'E C3(M) 21.61' 50.00' 2494T29- 21.44' NI2'06'54E fC4 117.69' 310.00' 214T20' 117.16 503'51'53'E Platted Easements, Notable orAdverse Conditions (unplatted easements also listed if p►ovided by client): IFAPPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OFANYFENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE 10' U:E. ALONG WESTERLY BOUNDARY LINE OF SUBJECT LOT. CONCRETE DRIVEWAY EXTENDS THROUGH THE WESTERLY EASEMENT. This survey has been issued by the following Landtec Surveying office: 700 West Hillsboro Boulevard, Suite 4-100 Deerfield Beach, FL 33441 Office: (561) 367-3587 Fax: (561) 465-3145 WWW.Landtecsurvey.COnl E1cyahon5, If shown: Benchmark: QGG7 Instrument: SPECTRA 5P60 Benchmark Elev.: 20.44' Benchmark Datum: N.A� Elevations on Drawing are in: N.G.V.D.29 ❑N.A.V.D.88■ Revisions: Job Nr. 88813 Date of Feld Work 0313012018 1 Drawn by. J.B. J.B. SITE PLAN osslzl �D'Tr�'G S U R V E Y I N G A.C.V. TOPO AND SITE PLAN 07/1312021 Proudly Serving Florida's Land Title a Real Estate Industries LICENsmBUSINESS No. 8W mearura6y better/ ,Z� / 0 S"- o y% Sheet 2 of 2 (Survey Related Data) - See Sheet 1 of 2 for Sketch of Survey, SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS TYPE OF SURVEY: PURPOSE OF SURVEY (SEE GENERAL NOTES BELOW): m BOUNDARY ❑ CONSTRUCTION ❑ CONDOMINIUM Property Improvements - ❑ ALTAINSPS ❑ TOPOGRAPHIC ❑ SPECIAL PURPOSE LEGAL DESCRIPTION: Lot 26, HARBOUR RIDGE PLAT NO. 1, as recorded in Plat Book 23, Page(s) 30, according to the plat thereof on file in the office of the Clerk of the Circuit Court in and for St. Lucie County, Florida. PROPERTY ADDRESS: 13506 NW COCO PLUM COURT PALM CITY, FL 34490 d INVOICE NUMBER: 120962-SE DATE OF FIELD WORK: 07/13/2021 CLIENT FILE: CERTIFIED TO JOYCE MARSILIA FLOOD ZONE: X FLOOD MAP: 12111C PANEL: 0408 SUFFIX: J PANEL DATE: 02/16/2012 PLATTED EASEMENTS, NOTABLE OR ADVERSE CONDITIONS (UNPLATTED EASEMENTS ALSO LISTED IF PROVIDED BY CLIENT): IF APPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE, ABBREVIATION LEGEND (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING): SYMBOLS (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING -NOT TO SCALE): LINETYPES: RL =UTILITY POLE =WELL 7QL =LIGHT POLE �. =CENTERLINE = HANDICAP PARKING SPACE ACRAL=ARCLENGTH DE=DRAINAGE EASEMENT P=PLAT QTR=QUARTER B.S.L= BUILDING SETBACKUNE EL OR ELEV = ELEVATION PC=POINT OF CURVE R=RADIUS BOUNDARY BUILDING CIO=CLEANOUT EM=ELECTRIC METER POC= POINT OF COMPOUND CURVE RNG=RANGE CA=CENTRALANGLE RR=FOUNDIRONROD PH=POOL HEATER SEC SECTION =CATCH BASIN R =PARTY WALL EASEMENT ------ CATV= CABLE TV RISER FN=FOUND NAIL PI= POINT OF INTERSECTION TR=TELEPHONE RISER TWP=TOWNSHIP If=FIRE HYDRANT AJG=AIRCONDITIONER=SEC.OTRCORNER CHAIN LINK FENCE —x—�— CF= CALCULATED FROM HELD FND=FOUND POB= POINT OF BEGINNING CH=CHORD DISTANCE HFA= HELD FORAUGNMENT POC= POINT OF COMMENCEMENT UE=URLRY EASEMENT ® =MANHOLE ®=SEPTIC LID WOOD FENCE—��—��— CONC. =CONCRETE L= LEGAL DESCRIPTION PP=POOL PUMP UP UTILITY POLE OF CONTROLLING POINT M=MEASURED PRC= POINT OF REVERSE CURVE WWWATERMETER 04 =WATER VALVE K=ELEV.SHOT =SECTION CORNER PLASTIC FENCE ti CR= CALCULATED FROM RECORD OHC=OVERHEAD CABLE PIT = POINT OF TANGENCY WV=WATERVALVE OWM=WATERMETER OVERHEAD CABLE — — — GENERALNOTES: 1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2. AS INDICATED ABOVE, UNDER 'PURPOSE OF SURVEY', IF THIS SURVEY HAS BEEN PREPARED FOR A PURCHASE OR REFINANCE, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES, AND IS NOT INTENDED FOR USE IN DESIGN ORCONSTRUCTION PURPOSES. RECIPIENTS MUST CONTACT OUR OFFICE FOR APPROVAL PRIOR TO SUCH USE. LANOTEC SURVEYING ASSUMES NO RESPONSIBILITIES FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES. DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES, 4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.1929) OR NORTH AMERICAN VERTICAL DATUM (NA.V.D.1988) AS SHOWN ON SHEET 1. 7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 8.ANY CORN ERSSHOWN AS'SEf HAVE EITHER BEENSErONTHEDATEOFFIELDWORK,ORWILLBESETWITHIN5BUSINESSDAYSOFSAIDDATEANDAREIDENTIFIEDWITHACAPMARKEDLS(LICENSEDSURVEYOR)#5639. 1 HEREBY CERTIFY THAT TH 15 SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 6J-17.DSI & SJ-1 7.052 OF PRINTING INSTRUCTIONS: THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT THE ELECTRONIC WHEN PRINTING THIS PDFINADOBE. SELECT'ACTUALSIZE°TO ENSURE CORRECT SCALING. DONOTUSE°FD'. SIGNATURE AND SEAL HEREON MEETS PROCEDURES ASSET FORTH IN CHAPTER 5J-17.062 PURSUANT TO SECTION 472.025, FLORIDA STATUTES. a��lA�w ttq Digitally signed by Andrew5nyder DN: r—US, o=LANDTEC SURVEYING c.77 A �INC, 17AB6B LANDTE 6SC40000076AF, cn ndre �oiama 65C40000076AF, cnndre Q=Aw � fO""• Snyder ' . Date=&FO8:20 T0:08:30-04'00' Adobe Acrol at version: 2021.005.20060 'n\' S U R V E Y I G SIGNATURE DATE: 08/19/2021 1 V Proudly Serving Florida's Land Title'8 Real Estate Industries ' ANDREW SNYDER - PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. W9 VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL urea ara6y better! (NOT OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) ... LICENSED BUSINESS No.8007 Sheet 10 2 (Stcetc' e' C NAVD 88 I N101a Platted Easements, Notable orAdverse Conditions (unplatted easements also listed if provided by client): IFAPPLICABLE, RECIPIENTS OF THIS SURVEYSHOULD REVIEW THE POSITION OFANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE 10' U.E. ALONG WESTERLY BOUNDARY LINE OF SUBJECT LOT. CONCRETE DRIVEWAY EXTENDS THROUGH THE WESTERLY EASEMENT. This survey has been issued by the following Elevat=5, If Shown: Revision: Job Nr. 88813 Date of Feld Work 0313012018 1 Drawn by: J.B. Landtec Surveying office: 700 West Hillsboro Boulevard, Suite 4-100 Deerfield Beach, FL 33441 Benchmark: QGG7 Instrument: SPECTRA 5PG0 Benchmark Elev.: 20.44' J.B. SITE PLAN 0521.21 "NDTEQ A.C.V.TOPOAND SITE PLAN 071112021 Office: (561) 367-3587 Fax: (561) 465-31.45 www.Landtecsurvey.com Benchmark Datum:N.A.V.D.88 Elevations on Drawing are in: N.G.V.D.29 ON.A.V.D.8511111111 " S U R V E Y I N G Proudly Serving Florida's Land Title & Real Estate Industries uC134MBUSINESS ND. W ---, measurag* 6etterl �Meet 2 of 2 (Survey Related Data) - See Sheet 1 of 2 for Sketch of Survey, SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS TYPE OF SURVEY: PURPOSE OF SURVEY (SEE GENERAL NOTES BELOW): m BOUNDARY ❑ CONSTRUCTION ❑ CONDOMINIUM Property Improvements - ❑ ALTAINSPS ❑ TOPOGRAPHIC ❑ SPECIAL PURPOSE LEGAL DESCRIPTION: Lot 26, HARBOUR RIDGE PLAT NO. 1, as recorded in Plat Book 23, Page(s) 30, according to the plat thereof on file in the office of the Clerk of the Circuit Court in and for St. Lucie County, Florida. PROPERTY ADDRESS: 13506 NW COCO PLUM COURT PALM CITY, FL 34490 INVOICE NUMBER: 120962-SE DATE OF FIELD WORK: 07/13/2021 CLIENT FILE: CERTIFIED TO JOYCE MARSILIA FLOOD ZONE: X FLOOD MAP: 12111C PANEL: 0408 SUFFIX: J PANEL DATE: 02/16/2012 PLATTED EASEMENTS, NOTABLE OR ADVERSE CONDITIONS (UNPLATTED EASEMENTS ALSO LISTED IF PROVIDED BY CLIENT): IF APPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE. ABBREVIATION LEGEND SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING: SYMBOLS (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING -NOT TO SCALE): LINETYPES: 'II, =UTILITY POLE ® =WELL AORAL=ARCLENGTH DE= DRAINAGE EASEMENT P=PLAT QTR=QUARTER BOUNDARY B.S.L=BUILDING SETBACKUNE EL OR ELEV = ELEVATION PC=POINTOFCURVE R=RADIUS # =LIGHT POLE �. =CENTERLINE = HANDICAP PARKING SPACE BUILDING CIO =CLEANOUT EM=ELECTRIC METER PCC= POINT OF COMPOUND CURVE FIND =RANGE CA=CENTRALANGLE FIR =FOUND IRON ROD PH=POOLHEATER SEC=SECTION m =CATCH BASIN F=PARTYWALL EASEMENT — — — — — — CATV= CABLE TV RISER FN=FOUND NAIL PI= POINT OFWTERSECTION TR=TELEPHONE RISER TWP=TOWNSHIP =FIRE HYDRANT NC =AIR CONDITIONER oOo=SEC.QTRCORNER CHAINLINKFENCE —_—'— CF=CALCULATED FROM FlELD FND=FOUND POB=POINT OF BEGINNING CH CHORD DISTANCE HFA= HELD FORALIGNMENT POC= POINT OF COMMENCEMENT UE=UTILITY EASEMENT ® =MANHOLE ® =SEPTIC LID WOOD FENCE—��—��— CONC. =CONCRETE L= LEGAL DESCRIPTION PP=POOL PUMP UP UTILITY POLE CP= CONTROLLING POINT M=MEASURED PRC= POINT OF REVERSE CURVE WM=WATERMEIER 04 =WATERVALVE K =ELEV, SHOT =SECTION CORNER PLASTIC FENCE o CR= CALCULATED FROM RECORD OHC=OVERHEAD CABLE PT= POINT OFTANGENCY WV=WATERVALVE OWM =WATER METER OVERHEAD CABLE — — — GENERAL NOTES: 1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2. AS INDICATED ABOVE, UNDER 'PURPOSE OF SURVEY', IF THIS SURVEY HAS BEEN PREPARED FOR A PURCHASE OR REFINANCE, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES, AND IS NOT INTENDED FOR USE IN DESIGN OR CONSTRUCTION PURPOSES. RECIPIENTS MUST CONTACT OUR OFFICE FOR APPROVAL PRIOR TO SUCH USE. LANDTEC SURVEYING ASSUMES NO RESPONSIBILITIES FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES. DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V. D. 1929) OR NORTH AMERICAN VERTICAL DATUM (NAV.D.1988) AS SHOWN ON SHEET 1. 7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. B. ANY CORNERS SHOWN AS HAVE EITHER BEEN SET ON THE DATE OF FIELD WORK, OR WILL BE SET WITHIN 5 BUSINESS DAYS OF SAID DATE AND ARE IDENTIFIED WITH A CAP MARKED LS (LICENSED SURVEYOR) R5639. 1 HEREBY CERTIFY THAT TH IS SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER SJ-17.051 & 5J-17.052 OF PRINTING INSTRUCTIONS: THE FLORIDAADMINISTRATIVE CODE, PURSUANT M SECTION 472.027, FLORIDA STATUTES, AND THAT THE ELECTRONIC WHEN PRNTINGTHISPDFINADOBE.SELECT'ACTUALSIZE TO ENSURE CORRECT SCALING. DONOTUSE'FR'. SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER 5J-17.062. PURSUANT TO SECTION 472.025, FLORIDA STATUTES. Digitally signed by Andrew Snyder ON: r--US, o=LANDTEC SURVEYING II 5 gs dn0ualifier—A014100000017A868 '\ LANDTEQ' inno,9 65C40000D76AF, cn=Andrew -. Snyder _—Da`fe'2021.08:2010:08:30-04'00' I Adobe Acrobat version: - 2021.005.20060 � 1 I Q � � Y I N G SIGNATURE DATE: 08/19/2021 v Proudly Serving Florida's Land Title & Real Estate Industries ANDREW SNYDER - PROFESSIONAL SURVEYOR AND MAPPER ' FLOR1 DA REGISTRATION NO. 5639 (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL ... measura6y 6etter_� OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) LICENSED BUSINESS No. 8007