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HomeMy WebLinkAboutSURVEYSZC- ILS�I -c�iz /\ e.�oa \ \ BENCHMARK FD P/K NAIL 8 DISK PCP LB#6905 LOT 27 \ TPOINT OF RSECTION F. INTERSECTION ELEV. 5.50' NGVD 1929 %u \ SCANNED BY St. Lucie County 2 m ? \6.53' c� 9� 1 SJ 55 \ FD \ PC - corm PROPOSED SINOLE FA Y RES/DENCE F.F. ELEV.=EL1O' 10 7.28 6,52 / / PROPOSED CONC. \ A/C PAD \ ELEV=7.70' \ 5W UN17Y \ \ EASEMENT :O ' LEGAL DESCRIPTION: LOT 28, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA North GRAPHIC SCALE 30 0 15 30 ®I�I ( IN FEET ) 1 inch = 30 ft. I� I� II� FD SIV IRC LB#6905 4.31 • 3.26 Z14 �0 \ \\� • 6.90 \ 5 •6. / \� PLAT OF SURVEY FOR: FLORIDA COMMUNITY BANK, N.A. TYPE: BOUNDARY & TOPOGRAPHIC DATE: 10/27/15 PROJ. NO. 13-024-28 F.B. 225 PG. 39 DWN. BY: B.D.Y. SCALE: V = 30' CKD. BY: C.H.B. Q o \ y \ LOT 29 VACANT \ \ BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' SIDES - 7.5' ADDRESS: 3922 DUNESIDE DRIVE THIS PLAT AND REPORT ARE NOT VAUD VNiHDUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE W17HOUT ONE ANOTHER. MERIDIAN LAND SURVEYORS 17RRER OLVD. B1TE201 %T.ROBEACRFl 11940 1 6 PHONE -!n-9J1Z FA.Q- T-I 9G E-JLL• LbDYBELL0MLNEf PG 1 OF 2 T:,WoW.g Fln,2013 JOBSA13024_TARPON FLATSILOTSU-OT2811302426CERTS REVIA-9 I . . Report of Survey: (Project #13-024-28) • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS L8#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE CHARLES H. BLANCHARD P.SM# 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7.500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMEIRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS OR EXCEEDS ALL APPUCA13LE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 10/27/15 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'39rW FOR THE CENTERUNE OF DUNE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X7 AND AE-47 PER FLOOD INSURANCE RATE MAP $12111C0093 J. DATED JAN. 6, 2012 (NOTE FLOOD ZONE W ELEVATION IS RELATIVE TO THE NORTH AMERICAN OF 1988 VERTICAL DATUM ON FLOOD INSURANCE RATE MAP #1211100093 J, AND IS CONVERTED TO AE 5.49' NGVD FOR THIS SURVEY) • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEOETIC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 298' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) I— PLS - PROFESSIONAL LAND SURVEYOR (-- - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE & - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ®�rr - ELECTRIC BOX L - LENGTH y - LIGHT POST A - DELTA ANGLE ®® - WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB I1 - GATE VALVE B.M. - BENCHMARK N - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ®(� - WATER METER POB - POINT OF BEGINNING 8 - SANITARY MANHOLE o (PCP) PERMANENT CONTROL POINT - SANITARY SERVICE PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK R - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT - CURB INLET - IRON PIPE - SURFACE INLET IF IRON PIPE - IR ® - MITERED END SECTION © - (IRC) IRON ROD & CAP - OAK TREE - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP -7 - STREET SIGN El- (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT PALM TREE NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND ; :: • .435 - TYPICAL ELEVATION (M) - MEASURED " A/C - AIR CONDITIONER (P) - PLAT �y.1 Y}t - PINE TREE CONC. - CONCRETE (C) - CALCULATED ilk F.F. - FINISH FLOOR Certified To: BSB - BUILDING SETBACK LINE 1) FLORIDA COMMUNITY BANK, N.A EL./ELEV. - ELEVATION 2) LISA D. KRYNSKI AND DANIEL J. KRYNSKI RYW - RIGHT OF WAY 3) OCEANSIDE TITLE & ESCROW, INC. AB - AS -BUILT 4) ALLIANT NATIONAL TITLE INSURANCE COMPANY THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGNAL RAISED SUL OF THE FLORIDA MERIDIAN LICENSED SURVEYOR AND MAPPER NAMED BELOW. LAND SURVEYORS 1717 ]NDIAN R11BR BLVD, SLRTE 201 � VERO BEACH, FL. 32960 LBN6905 PHONE: 772-794-1213, FAX: 772-794-1096 i E-M1IAIL: LB6905an.BELLSOUTH.NET CHARLES H. BLANCHARD P.&M. #5755 TA%bWng RwI2013 JOBS113-024 TARPON FLATSIL0TS1L0T2M1XM4-28.CERTS REV1.Awg PG 2 OF 2 5'LC- l5-11-01 ZY \ INTERSECTION ELEV =5.50' NC z \ \ N \N ( O \ lk \ \ l I LOT 27 F.F.EL.=7. 75 1929 \ \ m CPNNt� \\ SS�uBe�oUn�J \o \� 3 SINGLET S ORY RESIDENCE F.F.ELEU.=8.10' / Io I� vZ�p9 FD 5f8' 10C A6 LB06905 a Zp = • .S5 2.14 O 0 N \\ �• .4$ 195y NCRE�/�PAO gc-g A7Dt z� \ ON ELEV.- PAD C FL \ Vp� C 1 \ vp\0 .r 910Ne \ LOT 29 VACANT \ 5'W URITY \ - EASEMENT \ ,i LEGAL DESCRIPTION: LOT 28, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA North GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3922 DUNESIDE DRIVE PLAT OF SURVEY FOR: LISA D. KRYNSKI AND DANIEL J. KRYNSKI TYPE: BOUNDARY & TOPOGRAPHIC DATE: 10/27/15 PROJ. NO. 13-024-28 F.B. 225 PG. 39 DWN. BY: B.D.Y. SCALE: 1" = 30' CKD. BY: C.H.B. MERIDIAN LAND SURVEYORS THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 1717 INDIAN RIVER BLVD. SUITE SDI RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON V'EROBEACH.F. 029A.-m 90S PHONE: A2-7MI213. FAX: 772-7 41696 WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. F.-)L\II: 1.11690YdUt:1.I501TiLNkF THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER %^ Report of Survey. (Project #13-024-28) • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LBy6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY " SURVEY IS 1 FOOT IN 7,500, THE MEASUREMENT AND CALCULATION OF -A CLOSED GEOMETRIC o FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT, m THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS N OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS = THEREOF. ' THE LAST DATE OF FIELD WORK WAS: 07/08/16 Z ' BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'39"W FOR THE CENTERLINE o w OF DUNE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. m • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND 1D (9 IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. a z ? Q • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE o _ SUPPLIED TO THIS SURVEYOR. EXCEPT AS SHOWN. z 0 0 3 • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. ao a • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. 'o OJ w • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. � p of Q > O • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" AND AE-4' PER o m a FLOOD INSURANCE RATE MAP #1211100093 J. DATED JAN. 6, 2012. (NOTE: FLOOD ZONE "AE" o ELEVATION IS RELATIVE TO THE NORTH AMERICAN OF 1988 VERTICAL DATUM ON FLOOD Z iz oLL Q INSURANCE RATE MAP y1211100093 J. AND IS CONVERTED TO AE 5.49' NGVD FOR THIS SURVEY) R N ' THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, w (NGVD). OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE 13UILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONES SERVICE & - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH {7 - LIGHTPOST 6 - DELTAANGLE ® - WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING - SANITARY MANHOLE o - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK C l (PRIM) PERMANENT REFERENCE MONUMENT @ - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET O - (IP) IRON PIPE - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION O - (IRC) IRON ROD & CAP rr�"• _ OAK TREE � - CONCEPTUAL DRAINAGE IRC ,0 - IRON ROD & CAP �..J , - STREET SIGN 0 - (CM) CONCRETE MONUMENT 23.5 PROPOSED GRADE CM - CONCRETE MONUMENT PALM TREE NAVD - NORTH AMERICAN VERTICAL DATUM �' K - TYPICAL ELEVATION (FD - MEASDURED xsS$ A/C AIR CONDITIONER (P) PLATw"; PINE TREE CONC. - CONCRETE (C) - CALCULATEDCv' F.F. - FINISH FLOOR Certified To: BSB - BUILDING SETBACK LINE 1) LISA D. KRYNSKI AND DANIEL J. KRYNSKI . EL./ELEV. - ELEVATION 2) FLORIDA COMMUNITY BANK, NA. R1W - RIGHT OF WAY 3) OCEANSIDE TITLE & ESCROW, INC. AS - AS -BUILT 4) ALLIANT NATIONAL TITLE INSURANCE COMPANY THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA MERIDIAN UCENSED SURVEYOR AND MAPPER NAMED BELOW. 8 m LAND SURVEYORS / I \ 171E LBLED, 201 VERO BEACH, F. 32960 LB06905 PHONE: 772-7944213. FAX: 772-794-1096 E-MAIL: LB69050BELLSOUTHAET dIARIIS H. ELAN ARD P.SM. J5755 i\VIO,bg filet,201fi 100A13-0p TMFON MiSN WT tB\,3@6S&f8 "Yn6GrNNpi/V/N1fi S. PM r1; 2 LJr 2 mw THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER \\ BENCHMARif FD PM NALBDSK PCP LBC6 \ ID TERBECCTISO'ON ELEV =5.59 NGVD 1929 LOi 27 I F.F,EL--7.73 ! \ \ DEC 11 2015 PEPr� C un F1 \ 18• 5 FD IRLIMC FD W5 St. 4uD1e \ 4.31 5.0 •3.26 2.14 QL 6 T 8.99 �O FVOAMNOLE RESYDENCE F.F. ELEV.=8.10' \ 5.5 5.55 )g •mod\\ 11100 ],f \ ? \6.53' Cmft p '•q �... I � 6.52 .68 9 t\ 5.7 55 \/ 5.46 PRO, EIC NU1 \ C A D m 7.28 OSED CONC. PAD =7.70; 5X70' UAl/TY =EASEMENT \ m \ � kIIN.9EI�l��iikC1 \ FD NAI DISK P9 ll-PIONT425-- CP i \ 1; zdDES LEGAL DESCRIPTION: C"!R SIDES LOT 28, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT S' R[ARb THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC I RECORDS OF ST. LUCIE COUNTY, FLORIDA { TECH, li GRAPHIC SCALE 30 0 15 330 I II®I ( IN FEET ) North 1 inch = 30 ft. PLAT OF SURVEY FOR: FLORIDA COMMUNITY BANK, N.A. TYPE: BOUNDARY & TOPOGRAPHIC DATE: 10/27/15 PROJ. NO. 13-024-28 F.B. 225 PG. 39 DWN. BY: B.D.Y. SCALE: 1" = 30' CKD. BY: C.H.B. p IDTTA14 /JIR\ N SUR EYOR , pBI\D p {•�81 E01 VF.RO )-fi0L0.�,4 P-AIA u ri E-nu6: yu�... BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' SIDES - 7.5' ADDRESS: 3922 DUNESIDE DRIVE VN iKelzwj :, Report of Survey. (Project #13-024-28) • TYPE OF SURVEY: BOUNDARY do TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD; SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE CHARLES H. BLANCHARD P.S.M. f 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLOODA STANDARDS OF PRACTICE N-17, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUOffMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 10/27/15 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'395W FOR THE CENTERLINE OF DUNE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. • THIS SURVEY DOES NOT CERTIFY TD THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS- UTILITIES, FOUNDATIONS, OR ENCROACHMENT% EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' AND AE-4' PER FLOOD INSURANCE RATE MAP f12111C0093 J, DATED JAI. 6, 2012. (NOTE FLOOD ZONE -AE' ELEVATION IS RELATIVE 70 THE NORTH AMERICAN OF 1988 VERTICAL DATUM ON FLOOD INSURANCE RATE MAP f12111CDO93 J, AND IS CONVERTED TO AE 5.49' NGVD FOR THIS SURVEY) • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDERC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.99' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER cQJ - WOOD UTILITY POLE LB . LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE M - CENTERLINE ® - 'CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - - LIGHT POST A - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT v° - HYDRANT RIC - BACK OF CURB DG - GATE VALVE B.M. - BENCHMARK N - IRRIGATION VALVE POC - POINT OF COMMENCEMENT - WATER METER POB - POINT OF BEGINNING S - SANITARY MANHOLE O - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK IN - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET O - (IP) IRON PIPE ® SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION O - (IRC) IRON ROD & CAP _ OAK TREE _ CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP STREET SIGN EI - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE MONUMENT PALM TREE NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND TYPICAL ELEVATION (M) - MEASURED• (P) - PLAT 1 AIC - AIR CONDITIONER PM - PINETREE CONC. - CONCRETE (C) - CALCULATED rr,+: F.F. - FINISH FLOOR Certified To: BSB - BUILDING SETBACK LINE 1).FLORIDA COMMUNITY BANK, NA ELJELEV. - ELEVATION 2) LISA D. KRYNSKI AND DANIEL J. KRYNSKI R1W - RIGHT OF WAY 3) OCEANSIDE TITLE & ESCROW, INC. 4) ALLIANT NATIONAL TITLE INSURANCE COMPANY AS - AS -BUILT THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE MERIDIAN' AND THE ORIGINAL RAISED SEAL OF 714E FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. LAND SURVEYORS 1711 INDLAN RTT'ER BLVD, SUITE 201 �I VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 ,1 r �V WJ 'fs.at E-ALUL: LB6905.a16ELLSOUTH.NET n4Ao1Z* U n1 AWM& n NO _ AIRCO 9 171141 �J ThWo"V F:ffm%2013JOSM130 TARPON FLATSLLOMOT2MI3424.2"ERTS REV1.dq - - — .-- � Pin or r.� � I ' n s SLe,- I9I1- MY \ INT geffOI ELEV. 5.50' 1 Z \ \ N \ tit o \ / / / / LOT 27 F.F. EL=7.73 c��. •5. 5 \ �\ S \ \ g 68 .55 5.7 5.46 m \ a zto Ira T \ \ oLAM N \ O �7 O i FD KNAI DIE \ PCP B#690 a \ l FO518'IR4a \ B#69054.31 Z�tp \ 5.0 •3.26 2.14 W O_ •6] 010' onulr EAZMEl1r \ * LEGAL DESCRIPTION: LOT 28, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA North GRAPHIC SCALE 3D 0 15 30 I III ( IN FEET ) 1 inch = 30 ft. / _/ -�\ z_ \ �n c] LOT 29 VACANT \ \ �prCo. FuI n! p�4���It cpoved miz TN9zd �' i r�►.� � 5� BUILDING SETBACKS (BSB): FRONT - 25- REAR - 15' r SIDES - 7.5' ADDRESS: 3922 DUNESIDE DRIVE PLAT OF SURVEY FOR: FLORIDA COMMUNITY BANK, N.A. TYPE: BOUNDARY & TOPOGRAPHIC DATE: 10/27/15 PROJ. NO. 13-024-28 F.B. 225 PG. 39 DWN. BY: B.D.Y. SCALE: 1" = 30' CKD. BY: C.H.B. a MERIDIAN LAND SURVEYORS THIS PLAT AND REPORT ARE NOT VAUD 911HOUT THE SIGNATURE AND THE ORIGINAL 1717 ML" MWR BLVD. St E20t 61 RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON ITRO BE�C16 F, 3,gAn Lmgm WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHE) REPORT. Pe-+emu_-L1369W.BUILs toM THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WHOUT ONE ANOTHER MlMrking F18512013 JOBS113-02, TARPON FATMOTS1LOT 2MI302426FS.d g Report of Survey. (Project #13-024-28) • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY. MERIDIAN LAND SURVEYORS LBe6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE CHARLES H. BLANCHARD P.S.M.# 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC a FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. m • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS = THEREOF. • THE LAST DATE OF FIELD WORK WAS: 01/29/16 J • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2236'39'W FOR THE CENTERUNE o OF DUNE SIDE DRIVE, SAID BEARING IS IDENTICAL WITH THE PLAT TD BE RECORDED. m • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND c¢7 IMPROVEMENTS UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. N z • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. o ■ NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. a • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME o w • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. o ¢ >_ o • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' AND AE-4' PER m y FLOOD INSURANCE RATE MAP J12111CO093 J, DATED JAN. 6, 2012. (NOTE: FLOOD ZONE "AE' �d ELEVATION IS RELATIVE TO THE NORTH AMERICAN OF 1988 VERTICAL DATUM ON FLOOD 0 INSURANCE RATE MAP J1211100093 J, AND IS CONVERTED TO AE 5.49' NGVD FOR THIS SURVEY) A • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDElIC VERTICAL DATUM, w LU (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 298' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER CQ� - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE Q - CENTERLINE ® - CABLE T.V. BOX R - RADIUS - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE ® - WELL EIP - EDGE OF PAVEMENT V - HYDRANT BIC - BACK OF CURB N - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING OS - SANITARY MANHOLE c (PCP) PERMANENT CONTROL POINT ® - SANITARYSERVICE PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK O - (PRM) PERMANENT REFERENCE MONUMENT OD - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT EH - CURB INLET- 0 - (IP) IRON PIPE ® - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION @ - (IRC) IRON ROD & CAP , OAK TREE - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP �-`' �- - STREET SIGN ID - (CM) CONCRETE MONUMENT - PROPOSED GRADE CM - CONCRETE MONUMENT 23.5 PALM TREE NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND ; \ a'35 - TYPICAL ELEVATION (M) - MEASURED , A/C - AIRCONDITIONER (P) PLAT PINE TREE CONC. - CONCRETE (C) - CALCULATED Try; - F.F. - FINISH FLOOR Certified To: BSB - BUILDING SETBACK LINE 1) FLORIDA COMMUNITY BANK, NA ELJELEV. - ELEVATION 2) LISA D. KRYNSKI AND DANIEL J. KRYNSKI R\W - RIGHT OF WAY 3) OCEANSIDE TITLE & ESCROW, INC. AB - AS -BUILT 4) ALLIANT NATIONAL TITLE INSURANCE COMPANY THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA ee MERIDIAN LICENSED SURVEYOR AND MAPPER NAMED BELOW. j� LAND SURVEYORS \\\ / I \ 1717 R IV RIVER 32960 SUITE 201 ��\ \, \ VERO BEACH, )'I..32960 LB96905 �L„ 1-I(7 PHONE: 772.794-1213, FAX 772-794-1096 E-MAIL: LB69050BELLSOUTH.NET CHARLES H. BLANCHARD P.S.M. #5755 T.1Woddng Fdes12013 J013S113-024 TARPON FLATSILOTSILOT 2M134024-2B-FBxWg Y(,7 L UI- L 0145- \ INTERSECTIOI ELEV. 5.50' I \ Z \ \ N \ (il o \ r � \ \ LOT 27 F.F.EL=7.73 1929 9 11� Dm3�� FD 5W IRCa 3y�Cl LB06905 4.31 -� • 3.26 214 OQ Lp vm � \ \\\2 \ IN X11 \ 1Aad y-15.14 y \ h / �� 2Y 50 •. / o p 5.66 \ 55 \ 5.7 AlL 5.46 \ mn \\ VACANT \ Z ut \ i N \ \ \ a m \ 5' 10' oRL17Y EASEMENT \ z m Gl n o U1 n \ m FD KNAI DISK i \ PCP `9690 z` \ LEGAL DESCRIPTION: LOT 28, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA North GRAPHIC SCALE 30 0 15 30 ®I ( IN FEET 1 inch = 30 ft. PLAT OF SURVEY FOR: FLORIDA COMMUNITY BANK, N.A TYPE: BOUNDARY & TOPOGRAPHIC DATE: 10/27/15 PROJ. NO. 13-024-28 F.B. 225 PG. 39 BUILDING SETBACKS (BSB): FRONT — 25' REAR — 15' SIDES — 7.5' ADDRESS: 3922 DUNESIDE DRIVE DWN. BY: B.D.Y. SCALE: 1" = 30' CKD. BY: C.H.B. a MERIDIAN /11f�\ LAND SURVEYORS THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 17V MUN RIVER DLVD.3=201 RAISED SEAL OF THE FLORIDA RREGISTERED, SURVEIOR AND MAPPER NAMED HEREON PHONE T'HRO BEACHFL 31990 LH66906 7T1-7911113, FAX: 77b7941096 WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. 63LAM LM905SHELISOLRIU.'EE THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER 1OF2 T:UWbddOg FilwU013 JOBS%13-024 TARPON FLATSO_OTS1LOT2HH302426F8.dwg Report of Survey. (Project #13-024-28) ■ TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LBb6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.$ 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC o FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. m • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS m ' OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS = THEREOF. • THE LAST DATE OF FIELD WORK WAS: 01/29/16 w • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'39'W FOR THE.CENTERUNE OF DUNE SIDE DRIVE, SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. o} m • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. z a • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. zo ❑ • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. a • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. < • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN ROOD ZONE 'X7 AND AE-4' PER m o w FLOOD INSURANCE RATE MAP 012111CO093 J. DATED JAN. 6, 2012. (NOTE FLOOD ZONE -AV' ELEVATION IS RELATIVE TO THE NORTH AMERICAN OF 1988 VERTICAL DATUM ON ROOD 0 ❑¢ INSURANCE RATE MAP #12111C0093 J. AND IS CONVERTED TO AE 5.49' NGVD FOR THIS SURVEY) R • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, (NGVD). OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 298' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE & - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE - WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB DQ - GATE VALVE B.M. - BENCHMARK N - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING - SANITARY MANHOLE 0 - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK O - (PRM) PERMANENT REFERENCE MONUMENT OD DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT - CURB INLET O - (IP) IRON PIPE ® - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION 0 - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP -5 - OAK TREE —c- - STREET SIGN O - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT PALM TREE NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND yy3? - TYPICAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER (P) PLAT �£ _ PINE TREE CONC. - CONCRETE (C) - CALCULATED F.F. - FINISH FLOOR Certified TO: BS13 - BUILDING SETBACK LINE 1) FLORIDA COMMUNITY BANK, NA. ELJELEV. - ELEVATION 2) LISA D. KRYNSKI AND DANIEL J. KRYNSKI R1W - RIGHT OF WAY 3) OCEANSIDE TITLE & ESCROW, INC. AB - AS -BUILT 4) ALLIANT NATIONAL TITLE INSURANCE COMPANY THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA ®®® MERIDIAN LICENSED SURVEYOR AND MAPPER NAMED BELOW. J� LAND SURVEYORS /I\ 1717LNDLINRIVERBLVD,SUITE 10l VERO BEACH, FL. 32960 LBN6905 \ PHONE: 772-7944213, FAX: 772-794-1096 Q< E-0IAIL: L130050)BELLSOUTH.NET CHARLES H. BLANCHARD P.S.M. JM5 T:IWadd gFdes12013JOBSU3024 TARPON FIATSILOTSILOT28g302428-FB.dwg 1 PG 2 of 2 I. S 0 1 \ INTERSEOTIO ELEV =5.50' 1 7- \ N \ N laa O_ \ LOT27 F.F. EL. =7.75 D \ 1 C 1 \ Q \m � 92` �, 9 o g s s 5.7 \ FD \ PC -Z �+ N � AN T \ m o f Z z m C7 n cl o V1 ( m z NAI ~ DISK P BW90 SINGLES ORY RESIDENCE F.F.ELEV.=8.10' \ Ism �Gl gip\ I FD 518' IRCa TA6 IB#6905 I -Ad Zp o .85 f0 \ ac7 .a5 / 39bf 8567.1 / CON CSEIE PPD �e CONatE EVp 761 z \ / o PAD E \ LOT 29 VACANT 5wo' U12ITY EASEMENT ' LEGAL DESCRIPTION: LOT 28, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA North GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' SIDES - 7.5' ADDRESS: 3922 DUNESIDE DRIVE PLAT OF SURVEY FOR: LISA D. KRYNSKI AND DANIEL J. KRYNSKI TYPE: BOUNDARY & TOPOGRAPHIC DATE: 10/27/15 PROJ. NO. 13-024-28 F.B. 225 PG. 39 DWN. BY: B.D.Y. SCALE: 1" = 30' CKD. BY: C.H.B. p MERIDIAN LAND SURVEYORS THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL 17171NDWN RIPER BL\D. SUITE 201 /Im\ RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON VERO BFA(H. FL OM 1 Ra69ai PHONE. -7941213. FAX: 7-7911096 WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. E-Nmu- Lmav&musommvr THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. r,Wcnvq ltlnl3011 I I.- MI.R Report of Survey. (Project #13-024-28) • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 ! THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7.500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC }o FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT, m • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE. Z: • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN. FEET AND DECIMAL PARTS THEREOF. F- • THE LAST DATE OF FIELD WORK WAS: 07/08/16 w • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39"W FOR THE CENTERLINE o LU OF DUNE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. m • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. N z ¢ • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE o F SUPPLIED TO THIS SURVEYOR. EXCEPT AS SHOWN. OZ ❑ 3 • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. a 2 • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. co 0 w • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. i ¢ ❑ ' THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X' AND AE-4' PER m N FLOOD INSURANCE RATE MAP #12111C0093 J, DATED JAN. 6, 2012. (NOTE: FLOOD ZONE "AE" o ELEVATION IS RELATIVE TO THE NORTH AMERICAN OF 1988 VERTICAL DATUM ON FLOOD Z O ¢ INSURANCE RATE MAP 012111CO093 J. AND IS CONVERTED TO AE 5.49' NGVD FOR THIS SURVEY) [7 N • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEOEHC VERTICAL DATUM, w w w (NGVD). OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC w T SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE & - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT O - HYDRANT B/C - BACK OF CURB N - GATE VALVE B.M. - BENCHMARK B4 - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING ® - SANITARY MANHOLE a (PCP) PERMANENT CONTROL POINT - SANITARY SERVICE PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK IN (PRM) PERMANENT REFERENCE MONUMENT OD - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET O - (IP) IRON PIPE ❑® - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION S - (IRC) IRON ROD & CAP 'st - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP ` - OAK TREE - STREET SIGN 0 - (CM) CONCRETE MONUMENT 23.5 PROPOSED GRADE CM - CONCRETE MONUMENT _ PALM TREE NAVD - NORTH AMERICAN VERTICAL DATUM (M) - MEASURED' X?,S - TYPICAL ELEVATION AIC - AIR CONDITIONER (C) - CALCULATED 1= - PINE TREE CONC. - CONCRETE F.F. FINISH FLOOR Certified To: BSB - BUILDING SETBACK LINE 1) LISA D. KRYNSKI AND DANIEL J. KRYNSKI EL./ELEV. - ELEVATION 2) FLORIDA COMMUNITY BANK, N.A. R\W - RIGHT OF WAY 3) OCEANSIDE TITLE & ESCROW, INC. AB - AS -BUILT 4) ALLIANT NATIONAL TITLE INSURANCE COMPANY THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA MERIDIAN UCENSED SURVEYOR AND MAPPER NAMED BELOW. LAND SURVEYORS 1717INDIAN RP'ER BLVD, SUITE 201 VERO BEACH, FL. 32960 LBN6905 J1'iil` n PHONE: 771-794-1213, FAX: 772-7944096 ) 4' E-MAIL: LB69056&BELLSOUTH.NET dtffiltS H. BLAN ARD P.S.M. 15755 �MT.'.� a,,� . � ,,,,,m,s� M PG 2 OF 2