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Home My WebLink AboutSURVEYSLOCATION MAP SET IS NNa' V a O V g 4A see-r,� t�';XSA $ 0 zool n11 SET IB O o '3' zI \ I AC ACRE CHD\ CHORD EDP EDGE OF PAVEMENT A/C AIR CONDITIONER DDNC CONCRETE EOW EDGE OF WATER ALUM ALUMINUM CBS COIL BLOCK STRUCTURE EM ELECTRIC METER ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX APPROXIMATE CHR COULD NOT READ ELEV ELEVATION AVE AVENUE OPP CONCRETE POWER POLE ENCL ENCLOSURE BRG BEARING CDR CORNER X 17.00 EXISTING ELEVATION 91X BLOCK COV COVERED FT FEET BLVD BOULEVARD GNP CORRUGATED METAL PIPE F FIELD MEASUREMENT BLDG BUILDING CVG CONCRETE VALLEY CUTTER FNC FENCE SM BENCHMARK 0 DEED FFE FINISHED FLOOR ELEVATION CAN CABLE TELEVISION BOX D/F GRAINFIELD PH FIRE HYDRANT C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LICIT OR CATCH BASIN ^'N'VN.- DRAINAGE FLOW FND FOUND A CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT CLF CHAINUNK FENCE EGG EDGE OF CONCRETE HSE HOUSE X 31.A H THE NORTH 100 FEET OF THE FOLLOWING DESCRIBED PROPERTY, LYING EAST OF F.E.C. RAILWAY: COMMENCE AT A POINT WHERE THE SOUTH LINE OF GOVERNMENT LOT 1, SECTION 12, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, EAST INTERSECTS THE INDIAN RIVER; THENCE GO WEST ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 1, FOR 1,848 FEET; THENCE GO NORTH 485.76 FEET; THENCE GO EAST 1,749 FEET, MORE OR LESS, TO THE INDIAN RIVER; THENCE IN A SOUTHEASTERLY DIRECTION MEANDERING THE SHORE OF THE INDIAN RIVER TO POINT OF BEGINNING. EXCEPT, HOWEVER, RIGHT OF WAY FOR SOUTH INDIAN RIVER DRIVE. LEGAL DESCRIPTION -00 -- END 4 X 51 RECEIVED LB 4236 FIND 4' X 4' F�MIIN, SETBACK REAL. PRM LB 4266 0.11'-S. 0.01, W � JUL 2 4 2019 FRONTva Permitting Department SIDES / -0__ __ \ CNRSIDES�— \ \L St. Lucie County, FL \ Zl.......•,.........�N.........f..+� ...w,...�...�,� REAR ZNG. TECH. 1 �l ROMANELLO ESTATES A. A t-VT P.B. 60. PG. 25 - \ ,.. .,`...,....�.,,... PUBDC RECORDS OF \ \ ""�,,,' „".•.,h"'�'•µ,'....:. ST. LUCIE COUNTY, FLO`.LDA .•�,.+...ti..�.......- _ E-,p'J. 3z. & i & E INGRESS & EGRESS EASEMENT INV INVERT IS IRON BAR IP WON PIPE IB & C WON BAR & CAP IP & C WON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LH LICENSED BUSINESS NUMBER LP LIGHT POE M & W MAC NAIL & WASHER MAG MAC NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE MF METAL FENCE 1. PROPERTY ADDRESS: 6401 S. INDIAN RIVER DRIVE 2. CERTIFIED TO: — TERRY L. & KAREN E. HEIZLER — FIRST AMERICAN TITLE INSURANCE COMPANY — FIRST INTERNATIONAL TITLE, INC. — ACOPIA, LLC, ITS SUCCESSORS &/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR '33"E WELL &�p EQUIP. S89'51'33"W 0 768.240 aSlONE STORY < DWELuNG c ad` �`AD3 N UNPLATTED SEtTT"4 772.540 WEST 1046.00'(D) SOUTH LINE OF GOVERNMENT LOT 1 N & 'nNAIL & TIN TAB P PUT PRO PRORATED \\� -/ S/11 N & W NAIL & WASHER PITPUIBOO( R RAOUS T NAVD NORTH AMERICAN VERTICAL DATUMN PCC POINT OF COMPOUND CURVATURE T.SrCLL� RAD RADIAL TCE NGVO NATIONAL GEOUEDC VERTICAL DATUM PC POINT OF OURVATURE RRS RAILROAD SPIKE TDB NO ID NO IDENTIMCANCN PI POINT OF INTERSECTION RNG RANGE TOE HIS NOT TO SCALR - POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP HAD NORTH AMERICAN DATUM POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS ON OFFICIAL RECORD BOOK POE POINT OF ENCROACHMENT R/W NIGHT OF WAY TYP U/S OFFSET PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER ODE OIW OVERHEAD WINE PT POINT OF TANGENCY SECT SECTION VE PG PAGE PP POWER POLE SET I.B. SET 5/8 WON BAR & CAP eO4• U/G PK PARKER-KALON NAL POE PRIVATE UTILITY EASEMENT SET MAO SET MAG NAIL & WASHER /1049 WF PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM PK & W PARKER-KALON NAIL & WASHER R. PROPERTY LINE 5/W SIDEWALK WV PVMT PAVEMENT PROP PROPOSED SST SOUTHERN BELL TS"HONE BOX WPP PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/F SQUARE FEET W NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. BROWN, INC STEPHEN J. BROWN, PROFESSION REGISTRATION NO. 4049, FJ AND NOTES: 051'33"E 75' 4 X 4' LB 4266 M L,• 1 SUBDINSION TANGENT TEMPORARY CONSTRUCTION EASEMENT TOP OF BANK TOE OF SLOPE TOWNSHIP TRANSFORMER TYPICAL UTILITY & DRAINAGE EASEMENT UTILITY EASEMENT UNDERGROUND WOOD PENCE WATER METER WATER VALVE WOOD POWER POLE DIAMETER Ito 74 FILE Copy Date of field survey. 05/19/2016 GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the South line of Romonello Estates, platted as S89'51'33"W, all others relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark N/A . 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Mop No. 12111CO2921 , dated 0211612012 . locates the parcel in Zone X, base flood elevation N/A feet, subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The Flood zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. REVISIONS BY FORMBOARD\FOOTER TIE—IN 09/22/2017 SJB FINAL SURVEY 03/15/2018 R.F.C. SITS to ►$ P, i 5, B SITE11 T I I Z I \q �lra . 3 cCO L_ N W W W � E.. x z �x W W a O V2 z P U ,.[ Q A w o W z LLi W a �-4 A q a w U o O) a H1 DO W �a W z C7 o �.1 di W O z m a� Ln mO � U' toto DRAWN R.F.C. CHECKED S.J.B. DATE 08 22 2016 SCALE 1 , 40 JOB NO. 3214-138-02 SHEET ONE I OF ONE SHEETS IWOM:1LLei ►ELVA IL1a SSPT- , A.,��so,. ob V CIF S of re7•t.J� �L\'I�\\O�\� (� SET IB d I \ 1Sad % AC ACRE CHD CHORD A/C AIR CONDITIONER CONIC CONCRETE ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE AND ANCHOR CM CONCRETE MONUMENT APFRO% APPROXIMATE OR CORD NOT READ AVE AVENUE CPP CONCRETE POWER POLE ORO BEARING COR CORNER SIX BLOCK COV COVERED BLVD BOULEVARD CMP CORRUGATED METAL PIPE BIDS BUILDING CVG CONCRETE VALLEY CUTTER BM BENCHMARK D DEED CATV CABLE TELEVISION BOX D/F GRAINFIELD C CALCULATED DE DRAINAGE EASEMENT CB CATCH BASIN .- DRAINAGE ROW A CENTRAL ANGLE BOUT EASEMENT CF CHAINLINK FENCE BOG EDGE OF CONCRETE ♦• A1IN. S =RONT= SIDES_ CNR SID EDP EDGE OF PAVEMENT BOW EDGE OF WATER EM ELECTRIC METER ES ELECTRIC SERVICE ELEV ELEVATION ENCL ENCLOSURE X 17.00 EXISTING ELEVATION FT FEET F FIELD MEASUREMENT FNC FENCE FEE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT FND FOUND GOVT GOVERNMENT RISE HOUSE THE NORTH 100 FEET OF THE FOLLOWING DESCRIBED PROPERTY, LYING EAST OF F.E.C. RAILWAY: COMMENCE AT A POINT WHERE THE SOUTH LINE OF GOVERNMENT LOT 1, SECTION 12, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. B,15r1'?Waed LUCIE COUNTY, FLORIDA, EAST INTERSECTS THE INDIAN RIVER; THENCE GO WEST ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 1, FOR 1,848 FEET; THENCE GO NORTH 485.76 FEET; THENCE GO EAST 1,749 FEET, MORE OR LESS, TO THE INDIAN RIVER; THENCE IN A SOUTHEASTERLY DIRECTION MEANDERING THE SHORE OF THE INDIAN RIVER TO POINT OF BEGINNING. EXCEPT, HOWEVER, RIGHT OF WAY FOR SOUTH INDIAN RIVER DRIVE. LEGAL- DESCRIPTION -- FDOH in St. Lucie County .. FIND 4' X $ - PRM LB azBB Environmental Health - FIND 4'X4' 1 1.09'5, 0.51'E PRM LB 4288 Site Plan Approved for Construction OAV-S, 0.01' W Supersedes All Previous Site Plans for OSTDS # 3,rd & Well # w� \ Date:l \ \ Review r. \N Z � FIT. �.G.:,,.w... \. �t ROMANELLO ESTATES ANT P.B. 80 PG ".5 \ PUT OF St LUC CCOUNOTY J EFLORIDA \ 1 & E INGRESS & EGRESS EASEMENT INV INVERT IB IRON BAR IP IRON PIPE IB & C IRON BAR & CAP IT, & C RION PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT 1B LICENSED BUSINESS NUMBER 1P LIGHT POE M & W MAC NAIL & WASHER MAC MAGI NNL ME MAINTENANCE EASEMENT MIT MANHOLE MHWL MEAN HIGH WATER UNE MF METAL FENCE 1. PROPERTY ADDRESS: 6401 S. INDIAN RIVER DRIVE 2. CERTIFIED TO: - TERRY L. & KAREN E. HEIZLER - FIRST AMERICAN TITLE INSURANCE COMPANY - FIRST INTERNATIONAL TITLE, INC. - ACOPIA, LLC, ITS SUCCESSORS &/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR E fdCell �. \ANC WAD\ }I'\,1. Y WELL C /w \ I EQUIP. U S89'S1'33"W WPP p 0• C 24' ONE STORY 08 OWEUJNG r o� UNPLATTED SEPT°t FIND 5/ IB NO K 0.21' S, _ WEST 1848.00'(D) _ _ _ \�—•� _ _ _ SOUTH LINE OF GOVERNMENT LOT 1IT & IT NAIL & TIN TAB 1' PLAT TG PRORATED 5 �\ N & W NALL & WASHER PB PIATBOO IT RADIUS �'-'� T/1) NAVD NORTH AMERICAN VERTICAL DAMAGE PCC PONT OF COMPOUND CURVATURE BAD RADIAL TOE NGVD NATIONAL GEODETIC VERTICAL DATUM PC POINT OF CURVATURE RRS RAILROAD SPIKE 709 NO HD NO IDENTIFICATION PI POINT OF INTERSECTION RNG RANGE TOE NITS NOT TO SCALE - POO POINT r- BEGINNING In REGISTERED LAND SURVEYOR TINE, NAD NORTH AMERICAN DATUM POO POINT Or COMMENCEMENT REF REINFORCED CONCRETE PIPE TRANS ORD OFFICIAL, RECORD BOO( POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP O/S OFFSET FRC POINT Of REVERSE CURVATURE SS SANITARY SEWER UDE OHW OVERHEAD WIDE PT POINT O TANCENCY SECT SECTION THE PC PAGE PP POWER PILE SET I.B. SET 5/8 IRON BAR & CAP F4040 U/G PK PARKER-KALON NAIL PUB PRIVATE UTILITY EASEMENT SET MAC SET MAD NAL & WASHER N4049 WF PK & TF PARKER-KALON NAIL & TIN TAB PLO PROFESS,INAL LAND SURVEYOR S/T SEPTIC TANK WM PK & W PARKER-KALON NAIL & WASHFA L PROPERTr LINE 5/7 SIDEWALK WV PVMT PAVEMENT PROP PROPOSE,) SST SOUTHERN BELL TELEPHONE BOX WPP PRM PERMANENT REFERENCE MONUMENT • 17.D0 PROPOSE) ELEVATION S/F SOUARE FEET W NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. BROWN, INC STEPHEN J. BROWN, PROFESSIONAL SURVEYOR Ir M PPER REGIS1RATION NO. 4049, STATE OF R!DA h1L01r*1 '51'33"E 75' a %'W" 4' LB 4286 a M21, ` \P.O.B. SUBDIVISION TANGENT TEMPORARY CONSTRUCTION EASEMENT TOP OF BANK TOE OF SLOPE TOWNSHIP TRANSFORMER TYPICAL UTLITY & DRAINAGE EASEMENT UTILITY EASEMENT UNDERGROUND WOOD FENCE WATER METER WATER VALVE WOOD POWER POLE DIAMETER Date of field survey. 08/19/2016 GRAPHIC SCALE 40 0 20 40 ( IN FEET ) I inch = 40 fk 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the South line of Romanello Estates, platted as S89'51'33"W, all others relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark N/A . 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111CO292J , dated 0,116/2012 . locates the parcel in Zone X, base flood elevation NIA feet, subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The flood zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. ■ REVISIONS BY FORMBOARD\FOOTER TIE-IN 09/22/2017 SJB FINAL SURVEY 03/15/2018 R.F.C. PTA ielt3 10 5� N co � I -I —I w cD CD CO EV N � � 1� z E, a, x O r F+•I I rn O o Q Q w W .00 43 m C, W z �• W ® 0 O to co Pq A 1� �4 W O rn z Wa OYI I� W r-1 DRAWN R.F.C.. CHECKED S.J.B. DATE 08 22 2016 SC ALE = 40' JOB NO. 3214-138-02 SHEET ONE OF ONE SHEETS