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Home My WebLink AboutSurveys17C2 — of y6 Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER "O - WOOD u-nuTy POLE LB - LAND SURVEYING BUSINESS - TELEPHONE SERVICE C - CENTERLINE (R) - RADIAL ® _ - CABLE T.V. X R - RADIUS BOX L - LENGTH (NR) - NON -RADIAL - LIGHT POST & - DELTA ANGLE - - 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 0 - (PCP) PERMANENT CONTROL POINT g - SANITARY SERVICE PCP - PERMANENT CONTROL POINT - ® - SEPTIC TANK ® - (PRM) PERMANENT REFERENCE MONUMENT DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT - CURB INLET ® - (IP) IRON PIPE ®® - ® SURFACE INLET IP - IRON PIPE - MITERED END SECTION ® - (IRO) IRON ROD &CAP - PINE TREE - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP � v - STREET SIGN O - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND - OAK TREE - TYPICAL ELEVATION (M) - MEASURED vag.5 A/C - AIR CONDITIONER (P) - PLAT CONC.- CONCRETE (C) - CALCULATED - PALM TREE F.F. - FINISH FLOOR (OA) - OVERALL BSB - BUILDING SETBACK LINE R/W - RIGHT OF WAY EL./ELEV. - ELEVATION AS - AS -BUILT P/K - PARKER-KALON R\W - RIGHT OF WAY Report of Survey. (Project #13-024--6) • 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 Sc 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, FLORIDA ADMINISTRATIVE CODE) 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 REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABUSHED IN CHAPTER 5J-17, FLORIDA ADAINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD ''WORK WAS: 02/02/17 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'39'W FOR THE CENTERLINE OF SHORE 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 -'NAYS, OR OWNERSHIP WERE SUPPLED TO THIS SURVEYOR, EXCEPT AS SHOWN. - \ DRAIN T 10.OEASEMEN m m m m 5315 x �m w m G EMENt, 5 ERJP'110 651 Ca0 i 51 Ar, Exj511No R g. lV S20 43'0JIF 24. SNOR5 OTHERWISE PROTECTED AREA ESTABLISHED 11-16-1991 PER FLOOD INSURANCE RATE MAP 112111CO09J J, DATED EEBRUARY 16TH 2O12 IL A ERIEDIA LAN® SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MLS-LB6905.COM 10 3j / � 55.5 e / / / e / o' ACCS`MEN? \ LOT 5 RUCTION DER OGRM60A NOVD) / UN F ,• �15 ( \ ELEV•' PROPOSED CONC. \ A/C PAD 1t.= 5 , o / 66 25 �, �, ,2,E a• Z.o� / N6� ^h ...... onl TYPE: BOUNDARY & TOPOGRAPHIC PROJECT# 13-024-06 DATE: F.B. 257 PG. 64 DRAWN BY.• B.D.Y, CHECKED BY.- C.H.B• SCALE: 1 "=20' SHEET.• 1 of 1 NO. R 499' �• F W . . . . . . . . . . . . . . . . . . . . ................. . o..............19:00 T I ..........w 61T�. , i1.' 51..7 y _ x 7:1 5• N 39. EN Y i w rr, TR -0 LOT SINENCE ors SID ? a PF�,MILY RE V Z 6 �o o. F.F. E�NAVD)' j a 2 E 106.E N67.29 GRAPHIC SCALE • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. zo o io zo • 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 IN FEET FLOOD INSURANCE RATE MAP P2111CO093 J, DATED FEB. 16, 2012- 1 inch = 20 ft. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD(2.97' NGVD). THE SECONDARY BENCHMARK IS AS NOTED IN SURVEY. • THE CONVERSION FACTOR FOR NGVD 1929 TO NAVE) 1988 IS-1.483'. THIS WAS DETERMINED US CORPSCON FOR WINDOWS VER. 6.0.1. J a • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN N HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. > ° Mz • ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR 0 PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES 3 m LEGAL DESCRIPTION: L71 LLLJ LL. i LOT 6, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS IRLORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA Certified To: 1) 2) 3) 1015' U711TY EASEMENT LOT S RUCTION CON OARD VD) UNDERFOR Og (NG ELEV• DATE I DESCRIPTION I BY "y / / / / BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3917 SHORE SIDE DRIVE Line Table LINE I LENGTH BEARING L1 75.00' N22°30'39"W L2 20.00' S67029'21"W Y . (NOVO) oO�UPlsO \Zz F F EL•, m BENCHMARK FD SANITARY MANHOLE ON THE CENTERLINE OF SHORE SIDE DRIVE ELEV.=3.93' NAVD 1988 1015' U➢LITY EASEMENT \ OT 150CTION \ CONSTRRD \ UNDERFOR 130� (NOVD) z \ o� \O v q Q `s o PLAT OF SURVEY FOR: PHOENIX REALTYHOMES, INC / / / / / / 6 ,OCCUPIED) CCPID) F•F' EL•� THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. CHARLES, R BLANCHARD, P.S.M.#5755 c.• nwoO ing Files\20131085\13-024 TARPON FIATS LC \COT 6\13-02"6-SP.dwg, 2/0/2017 MS:07 AM, HP 36O7 (HP Oesgnje M024in) (Osq 11 See- I`7oz-01�� Legend & Abbreviations: (symbols not scaleable for size) " PLS - PROFESSIONAL LAND SURVEYOR E— - `O� - GUY WIRE WOOD UTILITY POLE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE L13 - LAND SURVEYING BUSINESS ® - CABLE T.V. BOX G - CENTERLINE (R) - RADIAL ® - ELECTRIC BOX R - RADIUS (NR) - NON -RADIAL LIGHTPOST L - LENGTH _ p - DELTA ANGLE �07 - HYDRANT E/P - EDGE OF PAVEMENT pQ - GATE VALVE B/C - BACK OF CURB N - IRRIGATION VALVE B.M. - POO - BENCHMARK POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING (5) - ® - SANITARY MANHOLE SANITARY SERVICE o - (PCP) PERMANENT CONTROL POINT ® - SEPTIC TANK PCP - 0 - PERMANENT CONTROL POINT (PRIM) PERMANENT REFERENCE MONUMENT ® - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT EN - 190 - CURB INLET SURFACE INLET O - (IP) IRON PIPE ® - MITERED END SECTION IP - O - IRON PIPE (IRC) IRON ROD & CAP - PINE TREE _ CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP STREET SIGN p - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND - OAK TREE r23.5 - TYPICAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER - PLAT CONC.- .CONCRETE (C) - CALCULATED - PALM TREE F.F. - FINISH FLOOR (OA) - OVERALL SSB - BUILDING SETBACK LINE R/W - RIGHT OF WAY EL./ELEV. - ELEVATION AB - AS -BUILT RAW - RIGHT OF WAY P/K - PARKER-KALON Report of Survey: (Project #13-024-6) • 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 (5,1-17, FLORIDA ADMINISTRATIVE CODE) 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 REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED 1N CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 01/29/18 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'39'W FOR THE CENTERUNE OF SHORE 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. N \ GE 0 P P 0 0 \\ 10 00'PSEMEN mz \ 5315' \ E 1 E"SE�EN� G GON5- &" PAGE 165 1 E c15�N0 R B S20 43'03"E 24.81' ELNNE t ND� �N E"SEpREP) Wr PN TI"TGNED GANSpSSN �GR OTHERWISE PROTECTED AREA ESTABLISHED 11-16-1991 PER FLOOD INSURANCE RATE MAP 1121110093 J, DATED FEBRUARY 16TH 2O12 SAf UPLAND LIN[ LEV.=-0.30(NA0) E9..= MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET 55.50 11 m TYPE: BOUNDARY & TOPOGRAPHIC PROJECT# 13-024-06 DATE: F.B. 257 PG. 64 DRAWN BY: B.D.Y. CHECKED BY. C.H.B. SCALE: 1 •=20' SHEET: 1 of 1 0 7 o�ROTivoN ) UNOERFORM .75'(NG ELEv� ,M / / GRAPHIC SCALE • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. 20 0 10 20 • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE.SAME. I • 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 IN FEET ) FLOOD INSURANCE RATE MAP #12111C0093 J, DATED FEB. 16, 2012. 1 inch = 20 ft. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 19B& THE PRIMARY BENCHMARK FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD(2.97' NGVD). THE SECONDARY BENCHMARK IS AS NOTED IN SURVEY. • THE CONVERSION FACTOR FOR NGVD 1929 TO NAVD 1988 IS-1.483'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS VER. 6.0.1. • 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. • ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. LEGAL DESCRIPTION: LOT 6, 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 Certified To: 1) THOMAS G JULIANO AND MARIE JULIANO 2) FLORIDA COMMUNITY BANK, N.A., ISAOA/ATIMA 3) OCEANSIDE TITLE & ESCROW, INC. 4) ALLIANT NA71ONAL TITLE INSURANCE COMPANY G / tA001'AGE"55 r BUILDING SETBACKS (BSB): .FRONT - 25' REAR - 15' M SIDES - 7.5' ADDRESS: 3917 SHORE SIDE DRIVE Line Table LINE LENGTH BEARING L1 75.00' N22°30'39"W L2 20.00' S67°29'21"W \\ (OOGUPIB�,(NG � m ' \ bin o z = \\7. A/C PAD / /' \ tZiV'S \ F,F• o / / 4i 5-5� _ 6SB, / / / / LOT 6 SINGLE FAMIL Y RESIDENCE F.F. ELEV. =6.10' N (NA VD) ENTRY BENCHMARK \ o \ \ FD SANITARY MANHOLE ON THE CENTERLINE OF �p SHORE SIDE DRIVE Pp�EWPY\\ ¢06 o \ < \ ELEV.=3.93' NAVD 1988 Cn . DRIVE , •�- � \ 10' 15' UTILITY \ EASEMENT \ \ \ \ ��T 1RUOTION. \\\ UNPOFORM860,(NGv�) 65� 5.00' \ \ E�• '' \ 5.50, / 5.35.10' 6.6' \\ N6�• 1015' UTILITY \ \ a\� EASEMENT \ \ \ \ \ �A / 55. \\ \ \ \ REVISIONS 4. 01/30/18 FINAL 3. 04/27/17 ADD CERTS 2. 04/18/17 FORMBOARD 1. 03/29/17 SHOW WETLAND HATCH NO. DATE DESCRIPTION 17' 0 N a sa _ Y ^9 - v \ o\ \ 7 -SON \ \ \ �0a S1RRp \\ UNOERFORMg517 (NGVG) \\ o PLAT OF SURVEY FOR: CHB CHB CHB THVMA5AADMANE JULNO ENT 10.00 Y E"SEM 16 \ \ oil �OcUplEo) NGVO) \ \ (00 7.73 \ F.F. E�. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFTHEFLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW.. CHARLES H. BLANCHARD, P.S.M.#5755 SLC.-17oz-014G Legend & Abbreviations: (symbols not scaleable for size) Report of Survey: (Project #13-024-6) GRAPHIC SCALE —� PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE • TYPE OF SURVEY: BOUNDARY &TOPOGRAPHIC * NO TITLE OVINION OR GUARANTEE IS EXPRESSED OR IMPLIED. zo o is zo PSM - PROFESSIONAL SURVEYOR & MAPPER � - ® - WOOD UTILITY POLE TELEPHONE SERVICE + THIS SURVEY PERFORMED BY: * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. LB- C. - LAND SURVEYING BUSINESS CENTERLINE ® - CABLE T.V. BOX MERIDIAN LAND SURVEYORS L8�905 • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. _ R - (R) - RADIAL ® - LENGTH (NR) - NON -RADIAL - ELECTRIC BOX LIGHT POST 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 + THE PARCEL OF LAND SHOWN HEREON APPEARS TO DE IN FLOOD ZONE "X" AND AE-4 PER IN FEET - DELTA ANGLE - WELL E FLOOD INSURANCE RATE MAP �12111C0093 J DATED FEB. i6, 2012 1 inch = 20 ft. E/P - EDGE OF PAVEMENT - Cd HYDRANT * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: ' THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF B/C - BACK OF CURB - � - GATE VALVE IRRIGATION VALVE CHANCES H. BLANCHARD P.SM.4^ 5755 1988. THE PRIMARY BENCHMARK FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT B.M. - BENCHMARK ® - WATER METER (NGS) P 633 ELEVATION 1.49' NAVD(2.97' NGVD). THE SECONDARY BENCHMARK IS AS NOTED IN POC - POINT OF COMMENCEMENT ® - MANHOLE * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE SURVEY P08 - POINT OF BEGINNING 0 SANITARY (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MiNMUM RELATIVE ACCURACY FOR o - (PCP) PERMANENT CONTROL POINT - SANITARY SERVICE THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF * THE CONVERSION FACTOR FOR NGVD 1929 TO NAW 1988 IS-1.483. THIS WAS DETERMINED USING PCP - PERMANENT CONTROL POINT - SEPTIC TANK A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. CORPSCON FOR WINDOWS VER. 6.0.1. M - (PERM) PERMANENT REFERENCE MONUMENT - 321 - DRAINAGE MANHOLE CURB INLET * ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN PRM - PERMANENT REFERENCE MONUMENT IRON PIPE � - SURFACE INLET * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIER TO DESIGN OR CONS RUCTION. 0- (IP) � - MITERED END SECTION OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. IP - 0 - IRON PIPE (IRC) IRON ROD & CAP - PINE TREE < - CONCEPTUAL DRAINAGE * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEL.SURED IN FEET AND DECIMAL PARTS ° ADDITIONS OR DTO SURVEY MAPS OR REPENTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHHIBITEDIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES IRC - IRON ROD &CAP �" STREET SIGN THEREOF. 0 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE * THE LAST DATE OF FIELD WORK WAS: 04/17/17 LEGAL DESCRIPTION: CYL - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND - OAK TREE 45.5 - TYPICAL ELEVATION * BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39''8 FOR THE CENTERLINE LOT 6, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED (M) - MEASURED A/C - AIR CONDITIONER OF SHORE SIDE DRIVE; SAID BEARING IS IDENTICAL NTH THE PLAT TO BE RECORDED. IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA (P) (C) PLAT 1 - PALM TREE - CALCULATED CONC.- CONCRETE * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND F.F. - FINISH FLOOR IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. Certified To: (OA) - OVERALL " fix`" BSB - BUILDING SETBACK LINE 1) R/W - RIGHT OF WAY EL/ELEV. - ELEVATION ' NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS OR OWNERSHIP WERE 21 AS - AS -BUILT R\W - RIGHT OF WAY SUPPLED TO THIS SURVEYOR, EXCEPT AS SHOWN. 3) P/K - PARKER-KALON North BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3917 SHORE SIDE DRIVE Line Table LINE LENGTH BEARING L1 75.00' N22030'39"W L2 20.00' S67029'21"W N a \ \ \ m \ o \ \ GE o, o \ �, 06 ENT A°°ESMENt \ \ sb \ =� - _ 5315 \ 10 EASE �T 5 LOTION ton 0 EASE n, m �x \ � ONS�Rp \ \ N \ ER G MBOA W) \ \ \\ N \UNp FOR M O5 (N \ \ \ T 1 k \ w\ �PIE0)000) A OOG g4'( N o \ \\ ZZ F.F. o� \ 1 �tY� \ \ mvi ��i' 1"E w \ o �m \ BENCHMARK N , 2� 2 , p \ FD SANITARY MANHOLE SEINE o \ \ m 67" \ o W \ ON THE CENTERLINE OF EA 1 o N , s SHORE SIDE DRIVE JA1100E 165 o_ \ b� �\ \ o \ m m \ ELEV.=3.93 NAVD 1988 St��n� /' / � � \�, \ Fo�gig so� / � o_ j9 OO A \ \\ 3•Q5 '. '- " \ \� i \\ 1015' UHUIY U3\�Z0 tE N LOT 6 617 \ \\ 3.9 J 70EASEMEN r FORMBOARD LOCA77ON TOP 1 0 S20 43'03"E 24.81 ' i VV 5g, 26 OF FORMS �m C �\ 3.52��p NS �U o N ( IRE t 9 Zi \ N\ n84 ELE�-6.10 N D \ ER GO BOAR G 5N°R SEMEN k. 56:7'2 \ v, ' (NA VD) o¢ss. L \ N u, \ UNp FORM 60 (N v0) VJE� A�AIION epE AREA) �' \\ w\ 7 / R T \ ON5E 51NA\ W sos. \ \ 67 06. \\ N67" 10X1\ \ o\cOn \ \ OTHERWISE PROTECTED AREA EASEMENT ' ESTABLISHED 11-16-1991 \ ��52 PER FLOOD INSURANCE RATE MAP 112111CO09J ✓, DATED FEBRUARY 16JH 2O12 �560' SON //f /A°CEEM6NT �pT TRGc \ \ 1°.°°n EAS 16 SAFE UPL40LINE M=-0.30'(NAVD) ELY= \ \\ NpER oRMBOA�NGVO) \\\ �9fl \\ \ ��I ��UPIEp�NG�O) U F 50 \ 0 7 1.19(NGVD) \ V . \ N� \ ( � 7• \\ \\ \\ \IR � \ \\ F.F. EL. TYPE: BOUNDARY do TOPOGRAPHIC REVISIONS PLAT OF SURVEY FOR: ��,�� THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE PROJECT# 13-024-06 ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR LAIN® SURVEYORS DATE: F.B. 257 PG. 64 AND MAPPER NAMED BELOW. 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 DRAWN BY: B.D.Y. 2. 04/18/17 FORMBOARD I FHB PHO �LYiUALTYHOMES, INC PHONE: 772-794-1213, FAX: 772-794-1096 CHECKED BY; C.H.B. 1. 03129117 SHOW WETLAND HATCH CHB EMAIL: LB6905@BELLSOUTH.NET SCALE: 1.=20' SHEET 1 of 1 NO. DATE DESCRIPTION 8Y CH R ES H. BLANCHARD, P.S.M.#5755 LJ b FHn i3JQSMI Q6TMMN FIATSLLOtBYAT TI3-0]A�W{H.M&aY01f11, MG 7&W', 11M