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Home My WebLink AboutA14480Sheet 1 of 2 Lftetch of Surve - See Sheet 2 of 2 for Legal Description, Certifications, Propeq and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS BEARING REFERENCE: CENTER LINE OF NORTHWEST COCO PLUM COURT AS N 20*18'37' W ALL BEARINGS SHOWN HEREON REFERENCED THERETO. 144 U —MIN. SETBACI FRONT S SIDES SCALE:1"=40' CNR SIDES REAR ZNG. TECH. II \2�6 510 �gO�ON�pO R@9\Uy �`0�5P0 \2N 00 g0. I ep\NS t\1 50.00` 50� t 3$ xtt' \ 10 q0 fl— 0 / v x\23a rl RI 5p0 �Q bo G \\ 6 51TE BENCHMARK 5ET NAIL $ D15C ELEV.: 11.23' NAVD W REQ. ®�23 N6� IV?s \2' w 00` e � \325x a x\3•�� i t2 �� taoyx x �€ yq@ 177 0. 35 Pl0 � 23 3� a q�ft32 s t550 o? q GO � 6i • 0 .r hU fr� Q 6 • .. .x' t3A� R60 ' yZOfM \. N0. 90 � q0\�qq� tfiJG As qOp � \x IV8® x 3ooL 1 ��o�o S E P 10 2021 St. Lucie County Permitting q(DlPFf OF I AT !0\ 24 P1PU• \2 x x \25x. x \Z06 20 00ty0. i2g0 �l \g. 569q A�, 23 `Ot 25 UNE TYPE E 15TING BUILDING PROP05ED BUILDING AERIAL PHOTOGRAPH (MAYNOTSHOWLATESTIMPROVEMENTS) (NOT -TO -SCALD N x\2°� 0 CR 00 F2:iGx '� \2Q� xt2.15 x x\2�2x\25Q xt2�2 S. s \ v� k \2`50 \\ yG 00 \ CURVE TABLE CHORD LENGM CHORD BEARING LENGTH RADIU5 DELTA CI 30.00' 310.017 05'32`4€' 29.99` N17°31'53V C2(P) 1&W 25.00' 42°5000` Ia.90 NOI'CGZ3°E C2(M) 19.52' 25.00' 4443447 19.02' NOI*I2'12'E c3(P) 22.1 r 50.09 25°200s' 213Y N05.510YE C3(M) 21.G P 50.00' 24°46Z9' 214V N I Z-0954-E C4 117.89' 3IO.01} 2l'4T20' 117.16 503'51'53°E (Platted Easements, Notable orAdverse Conditions (unplatted easements also listed if provided by client): IFAPPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OFANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARYLINE 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 Elevatl0115, if Shown: Re&ons: Job Nr. 88813 Date of Feld Work 0313012016 I Drawn by. J.B. Landtec Surveying office: Benchmark: QGG7 700 West Hillsboro Boulevard, Suite 4-100 instrument: SPECTRA SPGO J.B. SITE PLAN Deerfield Beach, FL 33441 052121 ��D�J�G Benchmark Elev.: 20.44' Office: (561) 367-3587 kC.V. TOPO MID Fax: (561) 465-3145 Benchmark Datum: N.A.V.D.88 SITE PLAN 0711312021 S U R V E Y I N G Elevations on Dramng are in: Proudly Serving Florida's Land ntfe & Real Estate Industries www.Landtecsurvey.com N.G.V.D.29 ❑N.A.V.D.88■ LICENSED BUSINESS No. SW --- vwa ura6y 6etterr o� / .5 - Q o%// 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 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 NOTAPPEARONDRAWING: SYMBOLS (SOME ITEMS IN LEGEND MAY NOTAPPEAR ON DRAWING -NOT TO SCALE): LINETYPES: M- =UTILITY POLE ® =WELL AORAL=ARCLENGTH DE= DRAINAGE EASEMENT P=PLAT QTR=QUARTER BOUNDARY B.S.L= BUILDING SETBACK LINE EL OR ELEV = ELEVATION PC=POINTOFCURVE R=RADIUS 1 =LIGHT POLE Ot =CENTERLINE = HANDICAP PARKING SPACE BUILDING CIO =CLEANOUT EM=ELECTRIC METER PCC= POINT OF COMPOUND CURVE RNG=RANGE CA=CENTRALANGLE FIR=FOUND IRON ROD PH=POOLHEATER SEC=SECTION m =CATCH BASIN R=PARTYWALL EASEMENT — — — — — — CATV = CABLE TV RISER FN=FCUNDNNL PI= POINT OF INTERSECTION TR=TELFPHONERISER 7WP=TOWNSHIP Zy =FIREHYDRANT NC =AIRCONDITIONER =-O-= =SEC. QTR. CORNER CHAIN LINK FENCE —•—M— CF= CALCULATED FROM FIELD FND=FOUND POB= POINT OF BEGINNING CH CHORD DISTANCE HFA= HELD FOR ALIGNMENT POC= POINT OF COMMENCEMENT UE=UTILITYEASEMENr ® =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 W&WATERMETER 04 =WATER VALVE X=ELEV.SHOT =SECTION CORNER PLASTIC FENCE -o — OR CALCULATED FROM RECORD OHC=OVERHEAD CABLE PT=POINT OF TANGENCY WV=WATERVALVE DWM=WATER MErER 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 FORA 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. LAN DTEC 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 CORNERS SHOWN ASSET' 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) #5639. 1 HEREBY CERTIFY THAT THIS SURVEY MEErS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER SJ-17.051 & 5J-17.052 OF PRINTING INSTRUCTIONS: THE FLORIDAADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER 5J-17.062. PURSUANT TO SECTION 472.025, WHENPRINTINGTHISPDFINADOBE.SELECT'ACTUALSIZETOENSURECORRECTSCALING. DONOTUSE°Flr. FLORIDA STATUTES. w�•� j Digitally signed by Andrew Snyder -US,o= ANDTEC SURVEYING '4ay NNC:, i65C40000076AFc0C0000017A86Bn0ualie=A0141n=Andrew ��,, anuwaneuwow• LAN;)TEQ hyder ,dD Dat:�8:2010:08:30-04'00' Adobe Acrobatversion: 2021.005.20060 S U R V. E Y I N G SIGNATURE DATE: 08/19/2021 Proudly Serving Florida's Land Title'& Real Estate Industries ANDREW SNYDER -PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTM11ON NO. 5639 (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL ... measura6Cy 6etterf OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) LICENSED BUSINESS No. 8007 Sheet 10 2 (Sketch of Survey) - See Sheet 2 of 2 for Legal Description, Cerlifications, Property and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT ALL SHEEfS I N11A1 z" Platted Easements, Notable orAdverse Conditions funplatted easements also listed if provided by client): IFAPPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY 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 Landtee Surveying office: 700 West Hillsboro Boulevard, Suite 4-100 Deerfield Beach FL 33441 ' Office: (561) 367-3587 Fax: (561) 465-3145 WWW.Landfecsurvey.com Elevations, If Shown: Benchmark: QGG7 Instrument: SPECTRA SPGO Benchmark Elev.: 20.44' Benchmark Datum: N.A.V.D.88 Elevations on Drawl are in: N.G.V.D.29 ❑N.A.V.D.880' Revisions: Job Nr.88813 Date of Field Work: 0313012018 1 Drawn by: J.B. J.B. SITE PLAN o5z1�1 LANDTEE�:CW S U R V E Y I N G Proudly serving Florida's Land Title a Real Estate industries uCerrs®BuSNMNo. W ••. measurd6y 6--tt rf A.C.V. TOPO AND SITE PLAN 0711312021 C�/dS-co heet 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 SCALER: LINETYPES: 'x, =UTILITY POLE ® =WELL AORAL=ARCLENGTH DE=DRAINAGE EASEMENT P=PLAT QTR=QUARTER BOUNDARY B.S.L=BUILDING SETBACK LINE EL OR ELEV = ELEVATION PC=POINT OF CURVE R=RADIUS # =LIGHT POLE rL CENTER LINE HANDICAP PARKING SPACE BUILDING C/O =CLEANOUT EM=ELECTRIC METER POC= POINT OF COMPOUND CURVE RNG=RANGE CA=CENTRALANGLE FIR FOUND IRON ROD PH=POOL HEATER SEC=SECTION m =CATCH BASIN R =PARTY WALL EASEMENT ------ LE TV ATEDFRR FN=FOUND NAIL POB=POINTOFBEGSECTIGN TWP=TOWNOHERISER CF CALCULATED CF=CALCULATED FROM FIELD FND=FOUND POB=POINT OF BEGINNING TWP=TOWNSHIP =FIRE HYDRANT WCAIR CONDITIONER �=SEC.QTR.CORNER CHAIN LINK FENCE —�—�— CH CHORD DISTANCE HFA= HELD FOR ALIGNMENT POC= POINT OF COMMENCEMENT UE=UTILITY EASEMENT ® =MANHOLE ®=SEPTIC LIO WOOD FENCE—��—��— CONC. =CONCRETE L= LEGAL DESCRIPTION PIP =POOL PUMP UP UTILITY POLE CP= CONTROLLING POINT M=MEASURED PRC= POINT OF REVERSE CURVE WM=WATERMETER PO =WATERVALVE X =ELEV. SHOT =SECTION CORNER PLASTIC FENCE o 0 CR= CALCULATED FROM RECORD OHC=OVERHEAD CABLE PT=POINTOFTANGENCY 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 FORA 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. LAN DTEC 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 CORNERS SHOWN AS'SET- 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) i15839. 1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17.D51 & 5J-17.D52 OF PRINTING INSTRUCTIONS: THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLOR]DA STATUTES, AND THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER SJ-17.062. PURSUANT TO SECTION 472.025, WHENPWNTINGTHISPDFINADOBE.SELECT'ACTUALSIZE'TOENSURECORRECTSCALING. DO NOTUSE'FR'. FLORIDA STATUTES. \, Digitally signed by Andrew Snyder ON: c=US, o=LANDTEC SURVEYING 0+em g 3 dnQualifler=A0141000000017A86B (65C40000076AF, +�wnu "NDTEC i\ shrew cn=Andrew'ny Snyder I __— Dafe72021.08:20 10:08:30-04'00' Adobe Acrobat version: - 2021.005.20060 �1 S U R V E Y I G SIGNATURE DATE: 08/19/2021 1 Y Proudly Serving Florida's Land Title & Real Estate Industries ANDREW SNIDER -PROFESSIONAL SURVEYORAND MAPPER FLORIDA REGISTRATION NO. 5639 (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL .., measurably 6etter.� OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) LICENSED BUSINESS No. 8007