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Home My WebLink AboutA14482Df Survey) - See MIN. S1 FRON7' SIDES CNR SIDE, REAR;( ZNG. TECH'— lz�)16I - OV% BEARING REFERENCE: CENTER LINE OF NORTHWEST COCO PLUM COURT AS N 20°193P W ALL BEARINGS SHOWN HEREON REFERENCED THERETO. oN�N xll3a !! ! 3B REQ. \ PIL l229 �6°.� !2tlx w N gf33 x N 5322 o s x!3 �(pql Ali 63 N !2 x 6• A 0 " i�gil22 / 14 VV N r ,12! ' •x\2�!' _ _ ...x.. , Gpl1G�'.' 's� l.Ot26�a5 ..,- go \ x\319 GD �N � c cr N A �o� ,-Y� 1\��x_� ��\ .6i9A a G F�� s155tlg4t0&EH� � O � � :-•l2�3xx .:_ .: �� q� ac a5 � eP0 � l2ti�x V Oi NQ s 3iL \ lZ6a `�� !' A3x6NN, !!X x x 9A N 2 \ !! �0 \x IVED !lgX�o�� IF �N051� ��® SEP 10 2021 �p —� St. Lucie County � Permitting 51TE BEN 5E( NAIL $ DLSC ELEV.:11.23' 1 Qp1!(T OF NAVD 88 b C'}tZVA� I Nt (,04 2q Zgox !z rEMI lZZa !%°a xlzo3,� 2005 LINE TYPE EXISTING BUILDING PROF05ED BUILDING AERIAL PHOTOGRAPH (MAYNOT SHOWIA7ESTIMPROVEMENTS) ((4OT TO -SCALE) 1 lZoi xl2�5 x R,�, Xl25A x s \Rp� l250 s_ !lgGx �0lt2 \ CURVE TABLE CHORD LENGTH CHORD BEARING LENGTH RADIUS DELTA CI 30.09 310.00' 05°324€° 2939 N17°31'53V C2(P) 18.69' 25.00' 42°5000' 18.20 NOI°0923'E C2(M) 19.52' 25.00' 44°4344° 1%OZ NOI°I2'12'E C3(17 22.11' 50.00 25°2005' 21.93' N09°51'20'E C3(M) 21.61' 50.00' 24°4529` 2I M N I2'06'54°E C4 117.89' 310.00' 21 °47'20` 1 117.18 503-5 V53T Platted Easements, Notable orAdverse Conditions (unplatted easements also listed if provided by client): IFAPPLICABLE, RECIPIENTS OF THIS SURVEYSHOULD 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 EI6VatI0n5) If Shown: Revisions: Job Nr. 88813 Date of Feld Work 0313NO16 1 Drawn by: J.B. Landtec Surveying office: 700 West Hillsboro Boulevard, Suite 4-100 Deerfield Beach, FL 33441 Benchmark: QGG7 Instrument: SPECTRA SP60 Benchmark Elev.: 20.44' J.B. SITE PLAN os�1�1 �]�D'1''�G+ A M. TOPO AND SITE PLAN 07102021 Office: (561) 367-3587 Fax: (561) 465-3145 www,Landtecsurvey.com Benchmark Datum: N.A.V.D.88 Elevat=5 on Drawing are in: N.G.V.D.29 ❑N.A.V.D.88■ S U R V E Y I N G Proudly Serving Florida's Land -nqe a Real Estate Industries UCENSEDBUSINESSNo. 8W measuragly getter/ 0�/& S- Q y// Sheet 2 of 2 (Survey Related Data) - See Sheet 1 of 2 for Sketch of Survey, SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS PIPE 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 r 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 NOTAPPEAR ON DRAWING -NOT TO SCALE): LINETYPES: AORAL=ARCLENGTH DE= DRAINAGE EASEMENT P=PLAT QTR=QUARTER M- =UTILITY POLE ® =WELL BOUNDARY B.S.L=BUILDING SETBACK LINE ELORELEV=ELEVATION PC=POINTOFCURVE R=RADIUS # =LIGHT POLE =CENTER LINE = HANDICAP PARKING SPACE BUILDING CIO=CLEANOUT EM=ELECTRIC METER PCC= POINT OF COMPOUND CURVE FIND =RANGE CA=CENTRALANGLE FIR FOUND IRON ROD PH=POOL HEATER SEC=SECTION m =CATCH BASIN R =PARTY WALL EASEMENT ------ CAN=CABLATEDFRR FN FOUND NAIL POBPOITOFPOINT OF INTERSECTION TR-TELEPHONE Vr=FIREHYDRANTA/C=AIR WNSHIPRISER CF=CALCULATED FROM FIELD FND=FOUND POB=POINT OF BEGINNING TWP=TOWNSHIP CONDITIONER=SEC.QTRCORNER CHAIN LINK FENCE—*—*— CH=CHDRDDISTANCE HFA=HELD FORALIGNMENT POC= POINT OF COMMENCEMENT UE=UTILTTYEASEMENT ® =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=WATERMETER 04 =WATER VALVE X=ELEV.SHOT =SECTION CORNER PLASTIC FENCE o 0 CR= CALCULATED FROM RECORD OHC=OVERHEAD CABLE PT=POINT OF TANGENCY WV=WATERVALVE pVM=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 AMER CAN 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. 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 MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17.051 & 5,117.052 OF PRINTING INSTRUCTIONS: THE FLORIDA ADMINISTRATIVE 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, WHEN PRINTING THISPDFINADOBE.SELECT'ACTUALSIZE'TOENSURECORRECTSCALING. DONOTUBE"FII'. FLORIDA STATUTES. B^`i Digitally signed by Andrew Snyder r,�jO'��i.L �4�o=LANDTEC SURVEYING , g5 dn0ualifier=A01410C0000017A868 �I L l` �i�mn9 65C40000076AF,cn=Andrew �NDTE P Snyder _- ,/Date'2021„08:20 10:08:30-04'00' Adobe AcrolSatversion: - 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 REGISTRATION NO. 5639 INOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL .,. 1/6617S1LrlZF1 y F1Btterf OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) LICENSED BUSINESS No.8007 Sheet 1 o#2 (Sketch of Survey) - See Sheet 2 of 2 for Legal Description, Certifications. Prooertv and other Survev related data. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS S SCALE:1 °=40' BEARING REFERENCE: CENTER LINE OF NORTHWEST COCO PLUM COURT AS N 20°1937° W ALL BEARINGS SHOWN HEREON REFERENCED THERETO. RoN. SETBACK REQ. NT SIDES CNR SI REAR_ ZNG. TECH. \ go 16 �pS 2 �&M1223 x \$25x \05 p5 p1 \2•� \(�"'o, \2\\x o Ns 01 a 5 Rpp\U tip • x ,I� pN \\'�A � N \33\ Zq.� C�zACfo 50.007 \ 3S T7�.1' !\5A m 57.13' 13 it ewe �pm0\1 63 3• CpC1�p0 v \2g9v— \R 1g� x _ ice• a '�� rT G 5�00\I� \ Q� 05�0 pE \A \f i� ss\, p0 \\�5x re3 \2• \\ 01x O p0p iZgOx �av( !2• \�2C3 N � � � .x\\. x• \ \3• � � ENO• 5 0 \\R3te �pNR� \\16 \2A-\ b�oG G \\bx y�\� x�x\\ng `p�ZS t%\ !\ h3 iz00� \ p516 RECEIVED x FpUN p \00 UNETYPE S E P 10 2021 rXf7NG BUILDING SITE BENCHMARK 5Er NAILS 015C 1 pp1NT of St. Lucie, County PROR05ED BUILDING ELEV.:I 1.23' 8 GU(ZVASURE@FfNL1t1t�9 ----- NAVE) 88 t AS TOT 2A AERIAL PHOTOGRAPH (MAYNOT SHOW LATEST IMPROVEMENTS) (Nor -TO -SCALE) N x\23�' CS O \!1T llg5x o o x\Z•`'3 1 \216x l29� x\2�yA x 5�\RpN \250 CURVE TABLE CHORD LENGTH CHORD BEARING LENGTH RAViU5 DELTA C1 30.09 310.00' 05°32'41' 29.99' N17°31'53V C2(P) 16.69 25.00' 42°5000' 16.20 NOI°0623t C2(M) 19.52 25.00 4464344' 19.02' N01'1212E C3(P) 22A V 50.00' 25'2005' 21.93' N09'51'20'E 50.00' 24°45'29' 21A4` NI2°06'54'E C21.61` 89 117. 310.00 21°47'20' 117-18' S03°51'53'E riatted tasements, NotaD►e oradverse Wna►uons (Imptatted easements a►so listed N provided Dy cneng: 11-AFFMAULt, KtunjitN►s 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 Elevation5, If 5hown: Revisions Job Nr.88813 Date of Field Work 0313012018 1 Drawn by: J:B. Landtec Surveying office: 700 West Hillsboro Boulevard, Suite 4-100 Deerfield Beach, FL 33441 Office: (561)367-3557 Fax: (561) 465-3145 www.Landtecsurvey.com Benchmark: QGG7 Instrument: SPECTRA SPGO Benchmark Elev.: 20.44' .... Benchmark Datum:NAVD88 Elevation5 on Drawing are in: N.G.V.D.29 ❑N.AN.D.88111 J.B. SITE PLAN osz1�1 L,AND'T `L G S U R V E Y I N G A.C.V. TOPO AND SITE PLAN 07/1312021 Proudly Serving Florida's Land ntte a Real Estate Industries UCENSEDBUSINESSNo.M' •--• measura6ly 6etterl eet 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): 0 BOUNDARY ❑ CONSTRUCTION ❑ CONDOMINIUM Property Improvements - ❑ ALTAINSPS ❑ IAL TOPOGRAPHIC ❑ SPECPURPOSE 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 NOTAPPEAR ON DRAWING): SYMBOLS (SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING -NOT TO SCALE): LINETYPES: =d =UTILITY POLE =WELL A OR AL=ARC LENGTH DE= DRAINAGE EASEMENT P=PLAT OTR=OUARTER BOUNDARY B.S.L= BUILDING SETBACKUNE EL OR ELEV = ELEVATION PC=POINT OF CURVE R=RADIUS # =LIGHT POLE rt =CENTERLINE =HANDICAP PARKING SPACE BUILDING CIO=CLEANOUT EM=ELECTRICMETER POO= POINT OF COMPOUND CURVE RNG=RANGE CA=CENTWLLANGLE FIR =FOUND IRON ROD PH=POOL HEATER 'SEC=SECTION m =CATCH BASIN R=PARTYWALL EASEMENT ------ OFIINTERSECTION TR=TELEPHONE RISER CAN=CABLE TVRISER FN=FOUND NAIL POB TO CF=CALCULATED FROM FIELD TWP=WNSHIP =FIRE HYDRANT NC =AIR CONDITIONER Leo=SEC.QTR.CORNER CHAIN LINK FENCE —�—•— POIINT FNO=FOUND POB=POINT OFF BEGINNING G CH=CHORD DISTANCE HFA= HELD FOR ALIGNMENT POC= POINT OF COMMENCEMENT UE= UTILITY EASEMENT ® =MANHOLE ® =SEPTIC LID WOOD FENCE—��—��— CONC. =CONCRETE L= LEGAL DESCRIPTION PP=POOL PUMP UP=UnLrrYPOLE OR CONTROLLING POINT M-MEASURED PRC= POINT OF REVERSE CURVE WM=WATER METER 04 =WATER VALVE X=ELEV.SHOT =SECTION CORNER PLASTIC FENCE 4--� OR CALCULATED FROM RECORD OHC=OVERHEAD CABLE PT= POINT OF TANGENCY WV=WATERVALVE 13WM=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 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 (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. B. 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) 9639. I HEREBY CERTIFY THAT TH IS SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17.051 & 6J-17.052 OF PRINTING INSTRUCTIONS: THE FLORIDA ADMINISTRATIVE 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, WHEN PRINTING TNISPDFINADOBE.SELECT'ACTUALSIZE'TOENSURECORRECTSCALING. DONOTUSE°FIT'. FLORIDA STATUTES. w .1gitallysignedby Andrew Snyder 1 DN: c=US,o=LANDTECSURVEYING f" u�i INC ' Andrew S gZil,�,dn6.0.olioli..,-,,,,,O,-,:OCO000017A86Bndrew"NDTEC 4 Snyder _ . D&7'1021.08:2010:08:30-04'00' i Adobe Acrobat version: 2021.005.20060 S U R V E Y I N G SIGNATURE DAZE: 08/19/2021 Proudly Serving Florida's Land Title $ Real Estate Industries ANDREWSNYOER-PROFESSIONAL SURVEYOR AND MAPPER FLOR10A REGISTRATION NO. 5639 (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL medq ra6y 6etterf OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) LICENSED BUSINESS No. 8007