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Home My WebLink AboutSURVEY'S\ LOT 2 \ SINGLE FAMILY \ RESIDENCE. F.F.E.=6.23' r (NA I/D R 8t OG VO \\ GO E pRA REB 0 „n. BENCHMARK \ FD P/K NAIL & DISK PCP LB#6905 AT POINT OF INTERSECTION 3.87' NAVD 1988 LOT 3 FORMBOARDS TOP OF FORMS ELEV =6.40' �E EASEMEN S G A��ES 10 \ 29 J• \ • � a �� 553�.. \ ax t 1 V \ \ O��poN FT. PIERCE CUTS''\ N J OTHERWISE PROTECTED AREA ESTABLISHED 11-16-1991 PER FLOOOD4 INSURANCE RATE DA7FD FEBRUARY 16TH 2012 ". LEGAL DESCRIPTION: LOT 4, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, f THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA Line Table LINE LENGTH BEARING L1 20.00' N67°29'15"E L2 75.00' N22°30'39"W L3 21.90' S27°39'41 "E L4 51.49' N67°29'21"E L5 485.00' N22'30'39"W L6 20.00' N67'29'21"E PLAT OF SURVEY FOR: TYPE: BOUNDARY & TOPOGRAPI PROJ. NO. 13-024-4 DATE: 05/1 DWN. BY: J.G. F.B. 285 F CKD. BY: C.H.B. SCALE: 1" THIS PLAT AND REPORT ARE NOT VALID 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. VIP'. \ 55A X \m LOT 4 SINGLE FAMILY 5 = RESIDENCE F.F.EL.=6.55' CWrZ A/C• AT PAD Q.-6.5' \ PR OW LOT 11 SED SINGLE FA MIY RESIDENCE 1 j mm 9� Xk SO I0 �1 419 � 31 X ox N \4.32' � � .i• o �0��1 X - \g5 5•ax' • �L o_ \ X5.12' � ' �1"-oO 2 K mw 957\ a �+ 3 61 < X � \ \M\X �o69p5G .1 „?� ` \ \ \ LOT 5 \ \ \ SINGLE STORY / RESIDENCE \ \ F.F.E.=6.30' \ \ / / -- LOT 6 \ / / /SINGLE FAMILY RESIDENCE F.F.E.=6.10' (NA ND) GRAPHIC SCALE 30 0 15 30 IF ( IN FEET ) 1 inch = 30 ft. North Co. Init BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3925 SHORESIDE DRIVE 18 i. 75 30' MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@,NII,S-LB6905.COM PG 1 OF 2 Z:\Working Files\2013 JOBS\13-024 TARPON FLATS\LOTS\LOT4\13-024-04 Finel.dwg, 8/6/2 19 8:59:37 AM, Brother HL-L2360D series Printer Report of .Survey: (Project #1.-3-024-4) * TYPE OF SURVEY: BOUNDARY AND TOP GRAPHIC - REVISION #1) FINAL 08/06/19 BDR * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#61 1717 INDIAN RIVER BLVD. SUITE 20' VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN MATTHEW CROWLEY-P.S.M. #7214 * THIS SURVEY MEETS ALL APPLICABLE RE FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN H I * THE LAST DATE OF FIELD WORK WAS: 07/1 * THE BEARING BASE FOR THIS SURVEY IS THEREOF. * THIS SURVEY DOES NOT CERTIFY TO THE FOUNDATIONS, OR ENCROACHMENTS, EX * NO INSTRUMENTS OF RECORD REGARDIN EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXP * UNLESS A COMPARISON IS SHOWN, PLAT * LEGAL DESCRIPTION IS AS PROVIDED BY T� * UNLESS OTHERWISE INDICATED, FOUND MI * THE PARCEL OF LAND SHOWN HEREON APF #12111 C0093 J, DATED FEB. 16, 2012. * THE ELEVATIONS SHOWN HEREON ARE BA BENCHMARK FOR THIS SURVEY IS A NATIOI SECONDARY BENCHMARK IS AS NOTED ON * THE CONVERSION FACTOR FOR NGVD 192E WINDOWS VER. 6.0.1. * ADDITIONS OR DELETIONS TO SURVEY MAP WITHOUT WRITTEN CONSENT OF THE SIGNI CHARGE: IREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, 9 ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. ALONG THE CENTER LINE OF SHORESIDE DRIVE, AS SHOWN ON THE PLAT (ISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, PT AS SHOWN. EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, SED OR IMPLIED. UES AND MEASURED VALUES ARE THE SAME. CLIENT. :NTATION. IS UNIDENTIFIED. TO BE IN FLOOD ZONE "X" AND AE-4 PER FLOOD INSURANCE RATE MAP ;ED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY IAL GEODETIC SURVEYING. MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. THE 'AGE ONE TO NAVD 1988 IS A.483'. THIS WAS DETERMINED USING CORPSCON FOR OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED 3 PARTY OR PARTIES. Legend & Abbreviations: (ymbols not scaleable for size) PLS — PROFESSIONAL LAND SURVEYOR E— — GUY WIRE PSM — PROFESSIONAL SURVEYOR I,& MAPPER — WOOD UTILITY POLE LB — LAND SURVEYING BUSINES ® — TELEPHONE SERVICE Q — CENTERLINE ® — CABLE T.V. BOX R — RADIUS R) — RADIAL. ® — ELECTRIC BOX L — LENGTH ( R) — NON —RADIAL — LIGHT POST 0 — DELTA ANGLE WELL E/P — EDGE OF PAVEMENT i° — HYDRANT B/C — BACK OF CURB D4 — GATE VALVE B.M. — BENCHMARK — IRRIGATION VALVE POC — POINT OF COMMENCEMENT ® — WATER METER POB — POINT OF BEGINNING OS — SANITARY MANHOLE — (PCP) PERMANENT CONTRO POINT ® — SANITARY SERVICE PCP — PERMANENT CONTROL POIN ® — SEPTIC TANK IR — (PRM) PERMANENT REFERE CE MONUMENT ® — DRAINAGE MANHOLE PRM — PERMANENT REFERENCE MO UMENT IN — CURB INLET O — (IP) IRON PIPE 0 — SURFACE INLET IP — IRON PIPE ® — MITERED END SECTION O — (IRC) IRON ROD & CAP — PINE TREE — CONCEPTUAL DRAINAGE IRC — IRON ROD & CAP MATH DIAMETER —°— — STREET SIGN 17 — (CM) CONCRETE MONUMENT — PROPOSED GRADE CM — CONCRETE MONUMENT NAVD — NORTH AMERICAN VERTICAL DATUM FD — FOUND — OAK TREE 3.5 — TYPICAL ELEVATION (M) — MEASURED WITH DIAMETER A/C — AIR CONDITIONER (P) — PLAT (C) — CALCULATED — PALM TREE CONC. — CONCRETE (OA) — OVERALL WI7H DIAMETER F.F.E. — FINISH FLOOR ELEVATION R/W — RIGHT OF WAY BSB — BUILDING SETBACK LINE EL./ELEV. — ELEVATION AB — AS —BUILT Certified To: P/K — PARKER—KALON 1) PHOENIX REALTY 2) 3) THIS SURVEY, IS�NOT01AUD.. WITHOUT THE SIGNATURE AND THE ORIGINACRAISED-StkL QF ;THE FLORIDA MERIDIAN LICENSED SURVE1fOR,,.'Md'WAPFER t4AOED BELOW. LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: ONE: 772-794-1213, FAX: 772-7,94-1096 EMAIL: INFO@MLS-LB6905.COM MATTHEW CR6WLEY P.S.M. #7214 PG 2 OF 2 Z\Working Fles\2013 JOBS\13-024 TARPON FLATS\LOTS\LOT4\13-024-04 Rnal.dwg, 8/6/2019 8:59I 5 AM, Brother HL-L2360D sedes Pdnter LOT 2 SINGLE FAMILY RESIDENCE F.F.E.=6.23' (Ni EC r- JUL 13 \ \ . St Wda County, EAS g. 1�51 \ OR�.1 cr FT. PIERCE CUT , N 0THERWSE PRO 7EC7E0 AREA PER FLOODHNSURANCET RATE MAP 02111000W J, Di4 7ED FEBRUARY 167H 2O12 M LEGAL LOT 4, TARPON FLATS SUBDMSION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA Line Table LINE LENGTH BEARING L1 20.00' N67029'15"E L2 75.00' N22�3739"W L3 21.90' S27039'41"E L4 51.49' N67°29'21"E f BENCHMARK \ FAER NAIL & OISK EflF ff= y� PCP LB#6 OF AT POINT OF INTERSECTION ` - 0 F� F. E.=6.32' ((VAVD) =3.87' NAVD 1988 ` \ 5y N EASEMENT \ L1\ ENT INAOE & pRA N as •E e�06.6 �, \ • �, 0 3 \ a \ _ t1. LOT 4 ,a FORMBOARD \ h� 4 LOCATION o\\ TOP OF FORMS Z 25 5 06 ELEV.=6.55 PcP \ / s Jr pE 106 6� cp \ V � 611 4.6 Cal \ \ LOT 5 \ \ \ SINGLE \ \ F.F.E.=6.M' / / LOT 6 SINGLE FAMILY RESIDENCE GRAPHfC SCALE 0 0 15 30. IN FEET } I inch- = 30- ft. North BUILDING SETBACKS (BSB): St.4 It /` FRONT — 25 -REAR- — 15` WN. pafie AP Ved SIDES — 7.5' ADDRESS: r.A 3925 SHORESIDE DRIVE PLAT OF SURVEY FOR: VV-v-', TYPE: BOUNDARY & TOPOGRAPHIC PROl NO_ 13-0244 1 ATF_' G5115f1& DWN. BY: J.G. F.B. 285 PG_ 7 CKD. BY: C.H.B. SCALE: 1" = 30' THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIW& RAND SEAL OF THE FLORIDA REGISTERED SURVEYOR AND . # Nt�dI1F- V�#Ir�-STURE;. SEAL MAY BE FWMD AT 1HE 00 OF THE, ATTACHED REPORT..IK PLAT AND REPORT ARE `` NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. '9Fi19s1m13JOB5113M TARPONFlAMLOTSRW4d3'M4. tFBA.mly M.7nlMM7.40M W MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERQ BEAD FL-. 32960LB#690-5- PHONE: 772-794-1213, !FAX: 772 794-1096 EMAIL: LB6905@BELLSOUTHNET PG 1 OF 2 ,, Report of Survey: (Project TYPE OF SURVEY: BOUNDARY AND TOPO( REVISIOn#-}RAPM REVISE T�.t!�W-Mf9.CP�? - REWSIOIS M FORMBDARD UTITf1'f8`CHR THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 " PROFESSIONALSURVEY01Z&I'WiPrER°IN-RE CHARLES H. BLANCHARD F.S.M.#5755 • THE EXPECTED USE OF THE LAND, AS CLASSI Il CODE) IS SUBURBAN. THE MINIMUM RELATIVE MEASUREMENT AND CALCULATION OF A CLO I REQUIREMENT. • THIS SURVEY MEETS ALL. APPLICABLERECIII FL:ORfDA l�fifi{P�ifST'f i'it�: 0i3� • ELEVATIONS AND DIMENSIONS -SHOWN HERE I' • THE LAST DATE OF FIELD WORK WAS: 07110118 • THE BEARING BASE FOR THIS SURVEY IS N67° ! THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXI FOUNDATIONS. OR ENCROACHMENTS, IXC EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESS; • UNLESS A COMPARISON IS SHOWN, PLAT VALU • LEGAL DESCRIPTION IS AS PROVIDED BY THE C • UNLESS OTHERWISE INDICATED, FOUND MONU ' THE PAIT( OF 1i 51i i4 ►1i�"iitRtOi�TAPPI=x #12111CO093 J, DATED FEB. 16, 20t2. THE ELEVATIONS SHOWN HEREON ARE BASED BENCHMARK FOR THIS SURVEY IS A NATIONAL SECONDARY BENCHMARK IS AS NOTED ON PA( * THE CONVERSION FACTOR FOR NGVD 1929 TO WINDOWS VER. 6.0.1. IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE :URACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY OF THE FLOMDA STRNiTARD a OF PRAGnCE AS CC>WAINED ft 5X47, ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. 15"E, ALONG THE NORTH PROPERTY LINE OF LOT 4, AS SHOWN ON THE PLAT NCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, AS SHCNO .. Legend & Abbreviations: (sy PLS - PROFESSIONAL LAND SURVEIL PSM - PROFESSIONAL SURVEYOR & LB - LAND SURVEYING BUSINESS C. - CENTERLINE (R, R - RADIUS L - LENGTH (NI A - DELTA ANGLE E/P - EDGE OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POS - POINT OF BEGINNING o - (PCP) PERMANENT CONTROL -PCP - PERMANENT, CXIM-TRM 1 T= ER - (PRIM} PERMANOT- REFEREW PRM - PERMANENT REFERENCE MOb O - (IP) IRON PIPE IP - IRON PIPE O - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP Q - (CM) CONCRETE MONUMENT CM - CONCREM MCINUI T FD - FOUND (M) - MEASURED (C) CALCULATED (OA) _ OVERALL R/W - RIGHT OF WAY Certified To: 1) PHOENIX REALTY 2) 3) M ERiDU LAND SURVEY, 1717 INDIAN RIVER BLVI VERO BEACH, FL. 32961 PHONE: 772-794-1213, FAX: EMAIL: LB6905( BELLS( OR IMPLIED. AND MEASURED VALUES ARE THE SAME. IS UNIDE TIFIED. ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION I Ag9 NAVD. THE E ONE NAVD 19881S-1.48T. THIS WAS DETERMINED USING CORPSCON FOR 1w OR- I TIES. )ols not scaleable for size) E' - GUY WIRE 1PPER `0- - WOOD UTILITY POLE N - TELEPHONE SERVICE CABLE T.V. BOX - RADIAL. _ ELECTRIC , BDX. - HOIST -RADIAL > - CfGHT POST" - WELL - HYDRANT D4 - GATE VALVE - IRRIGATION VALVE ® - WATER METER OS - SANITARY MANHOLE 04T ® - SANITARY SERVICE - SFRTIC:. TANK MGNUV,MT - DRAINAGE ALE ENT CURB INLET 9 - SURFACE INLET ® - MITERED END SECTION - PINE TREE = - CONCEPTUAL DRAINAGE WITH DIAMETER - STREET SIGN 2J5 - PROPOSED GRADE RO TK. AIMCAN - Tom ,, DOMM.. - OAK THE .43A - TYPICAL UENMMU. VATH DIAMETER A/C - AIR CONDITIONER CONC. - CONCRETE PALM TREE • F.F.E. - FINISH FLOOR ELEVATION VATH DIAMETER BSB - BUILDING SETBACK LINE EL./ELEV. - ELEVATION AB - AS -BUILT P/K - PARKER-KALON IRIS SURVEY IS -NOT VALID W"I -THE SIGMA AND IHE ORIGINAL RAND SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. 3 HE 201Q��*945 1--11-t$ •794-1096 CHARLE S H. BLANCHARD P.S.M.-15755 `W,bv Fe-=13 JOHS71074TARPON FIATS10TSLDT41134T1406F ft%Lr-wl, 71l%M67:4a16WS r PG 2 OF 2 I \ LOT 2 BENCHMARK � \ [OT 11 SINGLE FAMIL Y FD P/K NAIL & DISK i PROPOSED SINGLE _ PCP LB#6905 ° FAMI Y RESIDENCE \ RESIDENCE F) AT POINT OF oN1 F-KE.=6.32' G� \ F.F.E.=6.23' �P" "��" INTERSECTION 0 VD) d \\. ELEV.=5.37' NGVD 1929 FNo� pN (NA 140) sm Lu ie Can* � Irk o � \ 3 1 \ r. J L0 of 3 T 9' a v \ \ VA'r ENT PGE E !SEMEN 5 Gp oA �? .x �'� E y00 .79 s EJ. \ X�STiJP�i�N E EASEME pNSESEf�ENg� \ p AINAG GESS G EP AG0. 1651 10, R 10 0 PG' 1 09 (REFEZ9 5j1E 106 S 5 1 \ x a 33 o� \ � FO51g05i r167 S4J g59 49 Y �\� 4.34� ENTRY \ 14.21' �, a 10 ao �Pt\oN O '9\�liea o PROPOSED 1a pROP6cK\� SINGLE gR R 9 x ��'� w FAMILY N' PAWPY N N 06 q 2 L4 5 0 s RESIDENCE W DR v x i_ 6.'¢0' In 39. � FD K NAI DISK PCP 8#690 106.6 \ o V / 5.38' N6,, Od 4.6 F0519p50 , PROPOSED CONC. PAO FT. PIERCE CUT mob' ' R.C6.00' LT 5 0 0 SINGLE STORY \ RESIDENCE �\ o\No G F.F.E.=6.30' z \ m \ / OTHERWISE PROTECTED AREA / / /LOT 6 ESTABLISHED 11-16-1991 PER FLOOD INSURANCE RATE \/SINGLE FA MIL Y MAP ,¢�12111 CO093 ✓, / RESIDENCE DATED FEBRUARY 16TH 2O12 F.F.E.=6.10' (NA VD) ' LEGAL DESCRIPTION: GRAPHIC SCALE LOT 4, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS 30 0 15 30 RECORDED IN PLAT BOOK 69, PAGE 27, OF I I it THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA '1 ( IN FEET ) .y Line Table i = 30 ft. IN. SETBACK REQ. North LINE LENGTH BEARING ) � r-r Ivry L1 20.00' N67029'15"E ? SI ES-" L2 75.00' N22030'39"W f CNR SIDES A[D) L3 21.90' S27'39141 "E REAR ZN1 L4 51.49' N67029'21 "E 7EC Bt ILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3925 SHORESIDE DRIVE PLAT OF SURVEY FOR: - - TYPE: BOUNDARY & TOPOGRAPHIC r PROJ. NO. 13-024-4 DATE: 05/15/18 DWN. BY: J.G. F.B. 285 PG. 75 CKD. BY: C.H.B. SCALE: 1" = 30' 'MERIDIAN THIS PLAT AND REPORT ARE -NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL LAND SURVEYORS OF THE FLORIDA REGISTERED SURVEYOR AND 1717 INDIAN RIVER BLVD, SUITE 201 MAPPER NAMED HEREON WHICH SIGNATURE AND ., VERO BEACH, FL. 32960 LB#6905 SEAL MAY BE FOUND AT THE END OF THE PHONE: 772-794-1213, FAX: 772-794-1096 ATTACHED REPORT. THE PLAT AND REPORT ARE EMAIL: INFO@MLS-LB6905.COM NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. ; Z:\Working Files\2013 JOBS\13-024 TARPON FLATS\LOTS\LOT 4\13-024-04.517E PLANAdw , 5/16/2018 10:15:51 AM, Ricoh Aficio 1022 PCL (Copy 2) PG 1 OF 2 i Report of Survey: (Pr ' TYPE OF SURVEY: BOUNDARY AND TOF ` THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#( 1717 INDIAN RIVER BLVD. SUITE 2( VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER II CHARLES H. BLANCHARD P.S.M. ject #13-024-4) GRAPHIC RESPONSIBLE CHARGE: ' 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 O,F 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 ALL APPLICABLE R QUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 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: 05{11/18 i " THE BEARING BASE FOR THIS SURVEY I N67°2915"E, ALONG THE NORTH PROPERTY LINE OF LOT 4, AS SHOWN ON THE PLAT THEREOF. ¢ * THIS SURVEY DOES NOT CERTIFY TO TH E EXISTENCE OR LOCATION 'OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, E. CEPTAS 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 EX RESSED OR IMPLIED. ` UNLESS A COMPARISON IS SHOWN, PLA-- VALUES AND MEASURED VALUES ARE THE SAME. ` LEGAL DESCRIPTION IS AS PROVIDED B THE CLIENT. i * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. THE PARCEL OF LAND SHOWN HEREONAPPEARS TO BE IN FLOOD ZONE "X";AND AE-4 PER FLOOD INSURANCE RATE MAP #12111CO093 J, DATED FEB. 16, 2012. , * 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 2.98' NGVD. - ` ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN'THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. Legend & Abb,rev.iatio 's: (symbols not sca(eable for size) PLS — PROFESSIONAL LAND SURVEYOR E_ — GUY WIRE PSM — PROFESSIONAL SURVEYOR & MAPPER `0- — WOOD UTILITY POLE LB — LAND SURVEYING BUSINESS ® — TELEPHONE SERVICE (L — CENTERLINE ® — CABLE T.V. BOX R — RADIUS (R) — RADIAL — ELECTRIC BOX L — LENGTH (NR) — NON —RADIAL — LIGHT POST. 6 — DELTA ANGLE — WELL E/P — EDGE OF PAVEMENT V — HYDRANT B/C — BACK OF CURB D4 — 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 OINT ® — SEPTIC TANK O — (PRM) PERMANENT REFERENCE .MONUMENT — DRAINAGE MANHOLE PRM — PERMANENT REFERENCH MONUMENT — CURB INLET O — (IP) IRON PIPE — SURFACE. INLET IP — IRON PIPE — MITERED END SECTION O — (IRC) IRON ROD & CAP PINE TREE — CONCEPTUAL DRAINAGE IRC — IRON ROD & CAP WITH DIAMETER �- — STREET SIGN O — (CM) CONCRETE MONUMENT 13.5 — PROPOSED GRADE CM — CONCRETE MONUMENT NAVD — NORTH AMERICAN VERTICAL DATUM FD — FOUND — OAK TREE x235 _ TYPICAL ELEVATION (M) — MEASURED WITH DIAMETER (P) — PLAT L /j/C AIR CONDITIONER - CONC. — CONCRETE (C) — CALCULATED — PALM TREE (OA) — OVERALL WITH DIAMETER F;F.E. — FINISH FLOOR ELEVATION R/W — RIGHT OF WAY BSB — BUILDING SETBACK LINE EL./ELEV. — ELEVATION AB — AS —BUILT P/K — PARKER—KALON Certified To: 1) PHOENIX REALTY 2) 3) ; gs`THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND• THE ORIGINAL RAISED SEAL OF THE FLORIDA 'LICENSED SURVEYOR AND MAPPER NAMED BELOW. M E R I D IA N LAND SURVEYORS I 1717 INDIAN RIVER BLVD SUITE 201 VERO BEACH, FL. 329601LB#6905 ,� 5 ��,•{`� PHONE: 772-794-1213, FAX: 772-794-1096 ' EMAIL: INFO@MLS-LB605.COM I` CHARLES H. BLANCHARD P.S.M. #5755 ZAWorking Files\2013 JOBS\13-024 TARPON FLATS\L0T5\L0T 4\13-024-04_SITE PLAN.dwg,1/16/2,11, 10:11:11 AM, Ricoh Aficio 1022 PCL (Copy 2� PG 2 OF 2