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Home My WebLink AboutBOUNDARY SURVEY 8-7-17V 1 COPY I xr 4 a E j It7diAtb RTw�b1 .., S t 11t .t�, LOCATION MAP ,CA0^�"'j tom;; SET IB A Y �Jl I oo r` o UNPLATTEDiy tea' Z / I \ d I \ \ k'dv off' ryl AC ACRE CHO CHORD A/C AIR CONDITIONER CONC CONCRETE ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE ANC ANCHOR CM CONCRETE MONUME14T APPROX APPROXIMATE GNR COULD NOT READ AVE AVENUE CPP CONCRETE POWER POLE BRG BEARING CDR CORNER BLK BLOCK COV COVERED BLVD BOULEVARD CMP CORRUGATED METAL PIPE BLDG BUILDING CVG CONCRETE VALLEY GUTTER BM BENCHMARK D DEED CAN CABLE TELEVISION BOX DIIF DRAINFIELD C CALCULATED DE DRAINAGE EASEMENY CB CATCH BASIN ^^+— DRAINAGE FLOW A CENTRAL ANGLE ESMT EASEMENT CLF CHAINLINK FENCE EOC EDGE OF CONCRETE 0 0 O ]HE NORTH 100 FEET OF THE FOLLOWING DESCRIBED PROPERTY, LYING EAST OF F.E.C. RAILWAY: COMMENCE AT A POINT WHERE IHE SOUTH LINE OF GOVERNMEN I- LOT 1, SECHON 12, TOWNSHIP 36 SOUTH, RANGE 4-0 EAST, ST. LUCIE COUNTY, FLORIDA, FAST INTERSECTS THE INDIAN RIVER; IIIENCE GO WEST ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 1, FOR 1,848 FEET; THENCE GO NOR-111 4-85.7(> FEET; THENCE GO EAST 1,749 FEET, MORE OR LESS, TO THE INDIAN RIVER; THENCE IN A SOU IIIEASIERLY DIRECTION MEAfJDERING THE SHO E OF THE INDIAN RIVER TO POINT OF BEGI^,!NING. EXCEPT, HOWEVER, RIGHT OF WAY FOR SOUTH INDIAN RIVER RIVE. FND 4"X4" PRM LB 4286 1 1.09' S, 0.51' E FND 4"X4" PRM LB 4286 0.11' S. 0.01' W \ 2 A a�, as $ �, .� ...tip..- s . �..._....._,. ROMANELLO ESTATES P.B. 60, PG. 25 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA ti� ti o- N89.51'33"E ?58.2�'or.--9, FND "X" CUT I89"51'3, ►'E 75't(F) —. 0.03' N 0.02' �.o--o- — -- o---o-- 0 33.06' FND 4 X 4 --- -- FNC COR J PRM LB 4286 _ FNC COR 4, CLF La "\ 1.30' S ^ -ems .......... ...t 5.02' S `;, � . �- .w "T'DNGRETE DRIVEWAY--CAr / ti ANC fr 27.61' i Idc WALK • • 1 I_ co { �^ N W ITCac,oci �• / 9�� W 24.57' 52 Od WELL l< '! FNC_ CDR .._ .�. r1AJ FND 5/6 m .,..,..- 1 ,.,..,..�.,..... EQUIP. , 0 _ 4' CLF _ 33.0G' 0.11' N, 0.33' W w • r n WPP FPID 5/B" W �� : a e S89 51 33 W �ric colt 772.54IP FN(T ID \ S89 51 33 W 74 t(F); 0.92' S 0.21' S, 0.32' W t UNPLATTED \ ' MIN. SETUCK R11M, Friova SIDES Mp t REAR 15 ------- ZI�G, WEST 1848.00'(D) __. ._ — _ — _ a_ — — — — —, .f P O.B. T�' � �' `v----i-7r � � 'SOUTH OF GOVERNMENT LOT f EOP EDGE OF PAVEMENT I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO F°"nPAT•ED S/D 90MIVISION EOW EDGE OF WATER INV INVERT N & W NAIL & WASHER PB PLATBOOK R R1'OIUS T TANGENT EM ELECTRIC METER 18 IRON BAR NAVD NORTH AMERICAN VERTICAL DATUMN PCC POINT OF COMPOUND CURVATURE RAO R^;DIAL TCE TEMPORARY CONSTRUCTION EASEMENT E5 ELECTRIC SERVILE IP IRON PIPE NGVD NATIONAL GEODETIC VERTICAL DATUM PC POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK ELF-V ELEVATION 18 & C IRON BAR & CAP NO 10 NO IDENTIFICATION PI POINT OF INTERSECTION TING RANGE TOE TOE OF SLOPE ENCL ENCLOSURE IP & C IRON PIPE & CAP NTS NOT TO SCALE POB POINT OF BEGINNING RLS REGISTERED V,ND SURIIC''OR TWP TOTNSHIP X 17.00 EXISTING ELEVATION L ARC LENGTH NAO NORTH AMERICAN DATUM PIC POWT OF COMMENCEMENT ROP REINFORCED CONCRETE PIPE TRANS TRANSFORMER FT FEET LE LANDSCAPE EASEMENT 01B OFFICIAL RECORD BOOK POE POINT OF ENCROACHMENT R/W RV�111- OF WAY TYP TYPICAL F FIELD MEASUREMENT LB LICENSED BUSINESS NUMEER O/S OFFSET PRC POI^IT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT FNC FENCE LP LIGHT POLE C",'.," OVERHEAD WIRE PT POIIIT OF TANGENCY SECT SECTION UE UTILITY EASEMENT FFE FINISHED FLOOR ELEVATION M & W MAG NAIL & WASHER VG PACE PP POIVER POLE SET I.R. SET 5/8 IRON BAR P: CAP #4049 U/G UNDERGROUND PH FIRE HYDRANT MAG MAG NAIL PK PARKER-KALON NAIL PUE PRiv., E UTILITY EASEMENT SET MAG SET MAG NAIL & WASHER #4049 WF WOOD FENCE FPL FLORIDA POWER & LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TPI TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER FND FOUND MH MANHOLE PK & W PARKER-KALON NAIL & WASHER R PROPERTY LINE S/W SIPEWALK WV WATER VALVE GOUT GOVERNMENT MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROFOSED SIT SOURNERN BELL IF1-FrIOTIE BOX WPP WOOD POWER POLE HSE HOUSE MF METAL FENCE PRM PERMANENT REFERENCE MONUMENT 0 17.00 PROPOSED ELEVATION S/F :SO'JARE FEET 0 DIAMETER 1. PROPERTY ADDRESS: 6401 S. INDIAN RIVER DRIVE 2. CERTIFIED TO: — TERRY L. & KAR'EN E. HEIZLER — FIRST AMERICAN TITLE INSURANCE COMPANY — FIRST INTERNATIONAL TITLE, INC. — ACOPIA, LLC, ITS SUCCESSORS &/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR NOT VALID WI I HOU T THE SIGNATURE AND J l_.IE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEP EN J. BROWN, INC alEPHEN J. BROWN, PROFESSIONAL S,1RVEYOR AND MAPPER REGISTRATION NO. 4049, TE OF FLORIDA NO-ILS: ✓ v. Date of field survey. 08Z19 2016 GRAPHIC SCALE W 0 20 40 ( IN FEET ) 1 inch = 40 ft. 1. Survey of description as furnished by Client. 2. Latids shown hereon were not abstracted for osements andeor rights.__of—woy of record. 3. All bearings are referenced to the South line of Rornanello 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 A . 5. 7here are no above ground encroachments, u less otherwise shown. 6. The National Flood Insurance Program designa ion as indicated on the f.E-.M.A. Map No. 12111CO292J , dated 02 1 2012 , locates the parcel in Zone X , base flood eleva ion --N/A feet; subject to orgy scaling and interpolation factors associated with mapping of this accuracy. This data is on inter retation by the s rveyor and is provided as a courtesy. The flood zone) should be verifi d by a determination agency. 7. Underground foundations & utilities not locatel unless shown. 00 I wCID cD a � I N_ w CV w �D H� Z 4 64 z W D z z rO W �D O U Q Q • O 7i W ) W (� _ a Z W W � W V � z F cr) r w w TT/�1 V1 W Z � p' o H z C W H a a E- In ow ��U) W DRAWN R.F.C. CHECKED S.J.B. DATE 08 22 2016 SCALE 1" = 40' JOB NO. 3214-138-02 SHEET ONE OF ONE SHEETS .CEIV-' LJ dui w Luii ik)ro-c�y3 �� e Copy er �J vbi 12.00' I I I I ICJ N io:oo— 29.39' —19_33' I 5 11, VI I to 27.50' EXISTING DWELLING O W O o� -- 22.00' T-- I I 12.00.._ — _ 1 I �I I I I I I I I I I 4.00' _ I 2.00T I i OIO i 2.00' 4.00' I I I I I I I I I �'I Iq I h I h N7 AC A/C ACRE AIR CONDITIONER CHO CONC CHORD CONCRETE EDP EDGE OF PAVEMENT 1 & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE EOW EM EDGE OF WATER ELECTRIC METER INV IB INVERT N & W NAIL & WASHER Pe PLAT800K PRO R PRORATED RADIUS ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE IP IRON BAR IRON PIPE NAVD NORTH AMERICAN VERTICAL DATUMN PCC POINT OF COMPOUND CURVATURE RAD RADIAL APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION IB & C IRON BAR & CAP NGVD NATIONAL GEODETIC VERTICAL DATUM PC POINT OF CURVATURE RASPIKE AVE AVENUE CPP CONCRETE POWER POLE EFICL ENCLOSURE IP & C IRON PIPE & CAP NO ID NO IDENTIFICATIONRRS PI POINT OF INTERSECTION RNG RANGE NGE BRG BEARING CDR CORNER X 17.00 EXISTING ELEVAT1a4 L ARC LENGTH NTS NAD NOT TOTO SCALE POB POINT OF BEGINNING RLS REGISTER® LAUD SURVEYOR BLK BLVD BLOCK BOULEVARD COV COVERED FT FEET LE LANDSCAPE EASEMENT ORB NORTH AMERICAN DATUM OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIFE BLDG CMP CORRUGATED METAL PIPE F FIELD MEASUREMEN LB LICENSED BUSINESS NUMBER CT/S OFFSET POE POINT OF ENCROACHMENT RIGHT WAY BUILDING CVG CONCRETE VALLEY GUTTER FHC FENCE LP LIq-IT POLE PRC POINT OF REVERSE CURVATURE SS SS SANITARR Y SEWER BM BENCHMARK D DEED FFE FINISHED FLOOR ELEVATION M & W MAG NAIL & WASHER OHW I'G OVERHEAD WIRE PT POINT OF TANGENCY SECT BECKON CATV CAALE TELEVISION BOX 0/F DRAINFIEI.D FH FIRE HYDRANT MAG MAG NAIL PK PAGE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP /4049 C CB CALCULATED CATCH BASIN DE ^M^M.- DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL PARKER-KALON NAIL & TIN TAB PUE PRIVATE UTILITY EASEMENT SET MAG SET MAG NAIL & WASIIFR f4049 a CENTRAL ANGLE ESMT DRAINAGE FLOW FND FOUND MH MANHOLE PK & W PARKER-KALON NAIL & WASHER PLS r PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK CLF CHAINLINK FENCE EOC EASEMENT GOVT GOVERNMENT MHIAL MEAN HIGH WATER LINE PVMT PAVEMENT PROPERTY LINE S/W SIDEWALK EDGE OF CONCRET'F. HSE HOUSE MF METAL FENCE PRM PERMANENT REFERENCE MONUMENT PROP PROPOSED S9T SCIITHERN BELL TELEPHONE BOX • 17.00 PROPOSED ELEVATION S/F SQUARE FEET 1. PROPERTY ADDRESS: .' 401 S. I NDI AN 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 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STBPHEEN J. BROWN, INC STEPHEN J. BROWN, PROFESSIONAL SUR �'E"'w A � 'UR �,tu9 MAPPER REGISTRATION NO. 4049, STATE OF FLORIDA SAb T ICE Toe TOE TWP TRANS TYP UDE LIE Il/G Nf "A WV VrP 0 SUBDIVISION TANGENT TEMPORARY CONSTRUCTION EASEMENT TOP OF BANK TOE OF SLOPE TOWNSHIP TRANSFORMER TYPICAL UTILITY & DRAINAGE EASEMENT UTILITY EASEMENT UNDERGROUND WOOD FENCE WATER METER WATER VALVE WOOD POWER POLE DIAMETER G APHIC SCALE 10 0 5 10 ( IN FEET ) 1 inch = 10 ft. NO 7 ES. 1. Survey of description as furnished by Client. 2. Lands shown hereon were riot abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the South line of Ro onelto Estates, platted os S89 51'33"W, all others relative thereto. 4. Elevations shown hereon are relative to North Amer con Vertical Daturn of 1988, and are based on bench mark NIA . 5. There are no above ground encroachments, unless therwise shown. 6. The National Flood Insurance Program designation o3 indicated on the F.E.M.A. Map No. 12111CO292J , dated 02Z1612012 locates the parcel in Zone X , base flood elevation A feet; subject subject to any scaling and interpolation factors ossoci ted with mapping of this accuracy this data is an infer retation by the survey r 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. f1, a DD C rI Z` DO CV N M FI� CAI �. W F D z E, z z Co z i,-q U a O z 0 � U � 0 0 W U U z Z w z e Myv `! z W Q w {� 0 E'y ^Ul Z E-I ® a U) a�E- O � E-4 � F' w 1-4 to DRAWN R. F. C. CHECKED S.J.B. DATE 07 17 2017 SCALE 1 " = 10' JOB NO. 3214-138-02 SHEET TWO OF TWO SHEETS 1 5;a a� Irs-than River 7 rtt m0l 0 :,. n x,4v �M e,n�yF sT � 1P Av P 1; 'E�r,i�rl+Ctrl gg� LOCATION MAP a c0 r-I Ld ao �I UNPL.ATTED O � z AC ACRE A/C AIR CONDITIONER ALUM ALUMINUM ANC ANCHOR APPROX APPROXIMATE AVE AVENUE BRG BEARING BLK BLOCK BLVD BOULEVARD BLDG BUILDING BM BENCHMARK CATV CABLE TELEVISION BOX C CALCULATED CB CATCH BASIN A CENTRAL ANGLE CLF CHAINUNK FENCE CHO CHORD CONC CONCRETE CBS CONC. BLOCK STRUCTURE CM CONCRETE MONUMENT CNR COULD NOT READ CPP CONCRETE POWER POLE COR CORNER COV COVERED CMP CORRUGATED METAL PIPE CVG CONCRETE VALLEY GUTTER 0 DEED D/F DRAINFIELD DE DRAINAGE EASEMENT' '."Vv`k - DRAINAGE FLOW ESMT EASEMENT EOC EDGE OF CONCRETE 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 DIVER; THENCE GO WEST ALO G THE SOUTH LINE OF SAID GOVERNMENT LOT 1, FOR 1,848 FEET; THENCE GO NORTH 485.76 FEET; THENCE GO FAST 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, RICH f OF WAY FOR SOUTH INDIAN RIVER DRIVE. LEGAL DESCRIPTION It� FN04"X4" ��.� `� PRM l8 4286 � `� � & 1.09'S,0.51'E FND 4" X 4" FDOH in St. Lucie County PEI; lily PRM LB 4286 Lucie cl.rlb , F o.,r S, o.o, w ` Environmental Health s}"- ' ' '- Site Plan Approved for Construction \ Supersedes All Previous Site Plans for \ \ OSTDS #Sly-SK,0h39/ & Well # Date: S 0- s . �.. .�,... Revie er:ti o� \ ROMANELLO ESTATES \ P.B. 60, PG. 25 PUBLIC RECORDS OF p ST. LUCIE COUNTY, FLORIDA N89'31'33"E ?63 768.24 %b.- FNC CDR N ro 5.02' S 'enlr V-B" o � Cn ` WOOD CONCRETE DECK STEP STONE i •, 4710 24.57' �ON YE • c `n /��- 3TER ST NE SET IB - \ I-- S89*511'33"W�A FNC 0.2CORS0.s' , EDP EDGE OF PAVEMENT EOW 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 & LICdHT FND FOUND GOVT GOVERNMENT HSE HOUSE \ I & E INGRESS & EGRESS EASEMENT INV INVERT IB IRON BAR IP IRON PIPE IB & C IRON BAR & CAC IP & C IRON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMUCR LP UGHT POLE M & W MAG NAIL & WASHER MAG MAG NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE ME METAL FENCE 1. PROPERTY ADDRESS: 6401 S. INDIAN RIVER DRIVE 2. CERTIFIED TO: - TERRY L. KAREN E. HEIZLER - FIRST AML-I1; I CAN TITLE INSURANCE COMPANY - FIRST INTBTNAT1ONAL TITLE, INC. -- ACOPIA, LLC, ITS SUCCESSORS &/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR o 2 FND "X" CUT Z3. 0.03' N 0.02' 1vP kph FNC COR CON —01 VEWAY & WALK RETE o� R STEP STONE PATIO AI (: FFE 28.00"az O. rn lb O 1 I --1,l oy - ONC I FNC COR A C PAD �,. . ry 4 p 1 ?�6 C 1.72• N E x `�� ''�' UNPLATTED 89"51'33P"E 75'* 'ND 4"X4" 'RM LB 4286 l A• c^Q �-t_N_ 1 FND 5/8" 0 [" IB NO ID 3106' OJ 1 • N, 0.33' W 772.54' BJNO ID" S89'51'33"W 74't( 0.21 S, 0,37 W wY ee WEST 1848.00'(D) � SOUTH LINE OF GOVERNMENT LOT �AT N & TT NAIL & TIN TAB P PRO PRORATED N & W NAIL & WASHER PB PLATBOOK R RADIUS NAVD NORTH AMERICAN VERTICAL DATUMN PCC POINT OF COMPOUND CURVATURE RAD RADIAL NGVD NATIONAL GEODETIC VERTICAL DATUM PC POIN74. OF CURVATURE RRS RAILROAD SPIKE NO ID NO IDENTIFICATION PI POINT OF INTERSECTION RNG RANGE PITS NOT TO SCALE POO POINT 6F BEGINNING RLS REGISTERED LA111) SURVEYOR YAD NORTH AMERICAN DATUM Poe POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE '.IRS OFFICIAL RECORD BOOK POE POINT OF ENCROACHMENT R/W RIMiT OF WAY 0/S C�FSEI PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION PG PK PAGE PARKER-KAL.ON NAIL PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4049 PK k TT PARKER-KALAN NAIL & TIN TAB PUE PLS PRIVATE UTILITY EASEMENT SET MAC SET MAG NAIL & WASHER 04049 PK & W PARKER-KALON NAIL & WASHER It PROFESSIONAL LAND SURVEYOR PROPERTY LINE S/T S/W SEPTIC TANK SIDEWALK PVMT PRM PAVEMENT PROP PROPOSED SRT SOUTHERN BELL TELEF110NE BOX PERMANENT REFERENCE MONUMENT • 17.00 PROPG'.;ED ELEVATION S/F SOUARE FEET NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLO,,?IDA LICENSED SURVEYOR AND MAPPER. S°EH-T BROWN Tr STEPHEN J. BROWN, PROFESSIOf4AL SUR`,'E'(GR AND RMAP�FR REGISTRATION NO. 4049,1 STATE , I�t.ORiDA NOTES: S/D SUDOIVISION T TANGENT ICE TEMPORARY CONSTRUCTION Fi TOB TOP OF BANK TOE TOE OF SLOPE TWP TOWNSHIP TRANS TRANSFORMER TYP TYPICAL UDE UTILITY & DRAINAGE EASEMEN UE UTILITY EASEMENT U/G UNDERGROUND WE WOOD FENCE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE 0 DIAMETER a woof) r� PILES .. o < Date of field survey. 0811912016 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 andlor right, .-of—way of record. 3. All bearings are referenced to the South line of Rornonello Estates, platted as S8a 51'33"W, all others relative there o. 4. Elevations shown hereon are relative o N(:,rth Arnerican Vertical Datum of 1988, and are based on bench mor'k 5. There are no above ground encroachments, unless otherwise shown. 6. 7hc National Flood Insurance Program designation as indicated on the F. E. M. A. Mop No. 12111 CO292J , dot d 02 16 2012 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 inter retotion y the surveyor and is provided as a courtesy. The flood zone) should be verified by a determination agency. 7. Underground foundations & utilities nd:Tt located unless shown. Flip REVISIONS BY TOPOGRAPHY 05/02/2017 R.F.C. xis 00 w 00 00 CQ � N w W zFv W M E-4 O W � � 0 o Q O � W w a� U Zh� Z � n V Cn 0) F�1 CO W z Q Z O �i A co s E- C() e z o E- a (Z) w N E- W Co DRAWN R.F.C. CHECKED S.J.B. DATE 08 22 2016 SCALE 1 " = 40' JOB NO. 3214-138-02 SHEET ONE k� OF ONI SHEETS V 44*!" 4 V t� -�7 1�5-' Indi ail T t ti q- A LOCATION IMAP SET 113 Sri UNPLATTED 0 Z AC ACRE CHO CHORD A/C AIR CON0171ONER CONC CONCRETE ALUM ALUMINUM CBS CDNC. BLOCK STRUCTURE ANC ANCHOR CM CONCRETE MONUMENT APPROX APPROXIMATE CNR CDLILD NOT READ AVE AVENUE CPR CONCRETE POWER POLE BRG BEARING CDR CORNER BLK BLOCK COV COVERED BLVD BOULEVARD CMP CORRUGATED METAL PIPE BLDG BUILDING CVG CONCRETE VALLEY GUTTER BM BENCHMARK D DEED CATV CABLE TELEVISION CluX. D/F DRAINFIELD C CALCULATED DE DRAINAGE EASEMENT CB CATCH BASIN --'AAA— DRAINAGE FLOW A CENTRAL ANGLE ESMT EASEMENT CLF CHAINUNK FENCE EOC EDGE OF CONCRETE 8 P 0 Ci SET IB EOP EDGE OF PAVEMENT EOIN EDGE OF WATER EM ELECTRIC METER ES ELECTRIC SERVICE ELEV ELEVATION ENCL ENCLOSURE X 17.G0 EXISTING ELEVATION FT FEET F FIELD MEASUREMENT FNC FENCE FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT FND FOUND GOUT GOVERNMENT HSE HOUSE THE NORTH 100 FEET OF THE FOLLOWING DESCRIBED PROPLRTI, LYING EAST OF F.E.C. RAILWAY: COMMENCE AT A POINT WHERE THE SOUTH LINE OF GOVERI]MENT LOT 1, SECTION 12, TOWNSI-11P 36 SOUTH, RANGE 4-0 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 4-85.76 FEET; THENCE GO EAST 1,749 FEET, MORE OR LESS, TO THE INDIAN RIVER; THENCE IN A SOUTI (EASTERLY DIRK CTION MEANDERING THE SHCRE OF THE INDIAN RIVER TO POINT OF BEGINNING. EXCEPT, HOWEVER, RIGHT OF WAY FOR SOUTH INDIAN RIVER DRIVE. LEGAL DESCRIPTION 0 t FND 4" X 4 0 PRM LB 4286 C'J FND 4" X 4" 1.09' S, 0.51' E EC LLJ :3 PRM LB 4286 (L 0.11, S. 0.01 1 W -IN IC as oo. ROMANELLO ESTATES P.B. 60, PG. 25 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA ,.TFND "X"CUT 39'51'33"E 75'±, N89t!'33"E c4l� 0.03' N. 0.02' .1 WP 3106' s. I'11D 4 TCO-LF FNC CDR PRM LB 4 136 I J� 42 FNC CDR 5.02' S P, 4 CXVEWAY A WALK '-\ % k- 'ANC 'Ctr.:- J�) CON RETE STEP STONE 28 0- PA 0 ti TTE Al. 0 WOOD PILES 0, C,A 1- WOOD TIT CONCRETE DECK STEP STONE C) ;U 57' -RAqO $ A ECVIP TE FNC COR -ONC T ;FA) 0-� \WALK A 'C PAD 1.72' N 19 No ID L 2., 33.06' 011' N, O.33' W D Z, --7cw — t- r 1"7 F) -Is 4Z 89*51'33"V1 -71 FND 5, S89-51 W FNC CDR 772.5 113 NO 11) 0.92' 0.21' S, 0-32' W 7- C' C> -5 y k .5 -C \ I.0 UNPLATTED A4At I & E INGRESS & EGRESS EASEMENT INV INVERT IB IRON BAR IP IRON PIPE IB & C IRON BAR & CAP IP & C IRON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUM-rR LP LIGHT POLE M & W MAG NAIL & WASHER MAG MAC NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE MF METAL FENCE Sic> T- WEST 1848.00'(D) SOUTH LINE OF GOVERNMENT LOT A & TT NAIL & TIN TAB P \P AT PRO PRORATED S/D SUBOIA&.014 N & W NAIL & WASHER FB PLATBOOK R RADIUS T TANGENT NAW NORTH AMERICAN VERTICAL OATUMN f,CC POINT OF COMPOUND CURVATURE RAD RADIAL ICE TEMPORARY CONSTRUCTION EASEMENT NGVD NATIONAL GEODETIC VERTICAL DATUM PC POINT, OF CURVATURE RRS RAILROAD SPIKE TOO TOP OF BANK NO 10 NO IDENTIFICATION PI POINT I)F INTERSECTION RNG RANGE TOE TOE OF SLOPE NTS NOT TO SCALE POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR IWP 1701ITLISHIP HAD NORTH AMERICAN DATUM POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER I QB OFFICIAL RECORD BOOK POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYR TYPICAL ')/S OFFSET PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER IJDE UTILITY & DRAINAGE EASEMENT OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT PC PAGE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP 14049 (I/G UNDERGROUND PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET MAD SET MAG NAIL & WAS[IER #1049 V%F WOOD FENCE ,.' & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/I SEPTIC TANK k" WATER METER PK & W PARKER-KALON NAIL & WASHER F PROPERTY LINE S/W SIDEWALJ( t1w WATER VALVE PVMT PAVEMENT PROP PROPOSED SR T SOUTHERN BELL TELEPiiONC BOX WPP WOOD POYER POLE PRM PERMANENT REFERENCE MONUMENT 0 17.00 PROPOSED ELEVATION S/r SQUARE FEET 0 DIAMETER im Dote of field survey. 0811912016 GRAPHIC SCALE 40 0 20 40 IN FEET I inch = 40 Pt, 1. PROPEI-?TY ADDRESS: 6401 S. INDIAN RIVER DRIVE NOT VALID WITHOUT THE SIGNATURE AND Ti-11--- NOTES: ORIGINAL RAISED SEAL OF A FLORIDA LICENS�O 1. Survey of description as furnished by Client. 2. CERTIF,'ED TO: SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights--of-way of record. 5. All bearings are referenced to the South line of Romonello Estates, platted — TERRY L. & KAREN E HEIZLL--R as S89'51'33"W, a// others relative thereto. STE1HEN J. BROWN't INC 4-. Elevations shown hereon are relative to North American Vertical — FIRST Ai'-',�'ERICAN' TITLI-- INSUf'.ANCE CC,',�';PANY Datum of 1988, and are bared on bench mark '-NIA -e are no above ground encroachments, 5. There unless otherwise shown. — FIRST 11'!,; RNATIONAL "ITLE WC. -i 6. The National Flood Insurance Program designation as indicated on FOR the F.E.M.A. Mop No.12111CO292J , dated 02 1612012 — ACOPIA, LLQ, /P30 SUCIUESSC';locates the parcel in Zone X , base flood elevation -NIA feet; subject to any scaling and interpoMion factors associated with mapping of this -ocy. This data is on inter retation by the surveyor and is provided A SSI GN'('��" AS THEIR INTEREST MAY API"'EAR STEPHEN J. MUNN, PROFESSIONAL SURVEYOR A NID MAPPEI., occur as a courtesy. The flood zone s) should be veri ed by a determination agency. REGISIRATION 140. 4049, STATE OP FLOROA s 7. Underground foundations & utilities not locat d unless Shown. Ma„14.7 REVISIONS BY TOPOGRAPHY 05/02/2017 R.F.C. 0 11011 d" Co CV IN C9 E- Z Z CC Z w E- 0 Z �D co Z 0 o 0 lzi @ Z ,14 � Z U) CY) Q Z 0 �D Z 0 Z > E, (D Fi ) U E- DRAWN R.F.C. �.q CHECKED S.J.B. DATE 08/22/2016_:'�', SCALE 1 40' JOB NO. 3214-138-02 SHEET ONE OF ONE sl-111 is