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Home My WebLink AboutSpecial Purpose Surveyam A Y� FNON&W S7013'07l�—T- PCP' PLS 2370 Fr - I N p LOT 28 210' +/— (P) N70013'07"E 251.9' +/— (F) 190.00' (P)(F) FL o017--� ZZoaE F-oo0 ZoaE WITNESS UNE o o N LOT 29 COVERED I a Q CONCRETE 0 47.33' PATIO I N (y C2.35'w 23.39"OY� '33,83'X 112.8razn' -_ a ONE STORY n 4z6s' 20.00 DWELLING I a �r� Fa1. E�vE �Fv, lzss L0 (D I o COVERED 10732' I N N m 5 7.97' o (CONCRETE 48.17' 34.75' 4 415.56' Z I _ 111s STORY _ 104. c- 10.24' I 44' _ S.oP.7a[.F_ o o I p m 49.49' ONE STORY 20.19 10.33' GARAGE �� M ELEV = l l .2Z H N 0) I 23.Lt 'M I san' 20.19' K 01 N N 197.00' (P)(F) I S70013'07"W 217 + — P 220.7' +/— (F) �OC{�'1 QjvA'R.QS I x< y _ a 15' UE LOT 27 z /FND N & W "PCP' PLS 2370 AC A/C ACRE AIR CONDITIONER CHO CONIC CHORD EDP EDGE OF PAVEMENT ALUM ALUMINUM CBS CONCRETE CONC. BLOCK STRUCTURE LOW EM EDGE OF WATER ELECTRIC METER ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION AVE BRG AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE BLK BEARING BLOCK COR CORNER X 17.00 EXISTING ELEVATION BLVD BOULEVARD COV CMP COVERED CORRUGATED METAL PIPE FT F FEET FIELD MEASUREMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE BM CAN BENCHMARK CABLE TELEVISION BOX D D/F DEED ORAINnELD FFE FINISHED FLOOR ELEVATION OF DRAINAGE EASEMENT FH FPL FIRE HYDRANT FLORIDA POWER & LIGHT CB A CATCHCALCULATED DRAINAGE FLOW FND FOUND CLF CENTRAL ANGLE CHAINUNK FENCE ESMT EASEMENT GOVT GOVERNMENT EGG EDGE OF CONCRETE HSE HOUSE 1. PROPERTY ADDRESS. 3327 N. W° PERIMETER ROAD 2. CERTIFIED TO: — DAVANT IMtfµ , APPROXIMATE MEAN HIGH WATER LINE S1 VIM lwnw-• .wr f _I • U. ; ( t \ LOCATION MAP LEGAL DESCRIPTION LOT 29, WIDE WATERS, AS RECORDED IN PLAT BOOK 17, PAGE 2, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 30 0 15 30 ( IN FEET ) I inch = 30 ft. I & E INV INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB INVERT N & W NAIL & WASHER P PLAT PRO PRORATED S/D SUBDIVISION IB IRON BAR NGVO IRON PIPE NO ID NATIONAL GEODETIC VERTICAL DATUM NO IDENTIFICATION PB PCC PLATBOOK R RADIUS T TANGENT POINT OF COMPOUND CURVATURE RAO RADIAL TCE TEMPORARY CONSTi311C710N EASEMENT IB & C IRON BAR & CAP NITS NOT TO SCALE PC PI POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE IP & C L IRON PIPE & CAP NAD ARC LENGTH ORB NORTH AMERICAN DATUM OFFICIAL RECORD BOOK POS POC POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER LE LB LANDSCAPE EASEMENT O/S LICENSED BUSINESS NUMBER OH OFFSET OVERHANG POE PRC POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT LP M & W LIGHT POLE OHW MAG NAIL & WASHER PG OVERHEAD WIRE PAGE PT PP POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT POWER POLE SET I.B. SET 5/81RON BAR & CAP #4049 U/G UNDERGROUND MAG ME MAG NAIL PK MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL PARKER-KALON NAIL & TIN TAB PUE PLS PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER 04049 W- WOOD FENCE PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK W4 WATER METER MH MHWL MANHOLE PK & W PARKER-KALON NAIL & WASHER MEAN HIGH WATER LINE PVMT PAVEMENT C PROP PROPERTY LINE S/W SIDEWALK WV WATER VALVE PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE NL NAIL PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/F SQUARE FEET ♦ DIAMETER NOT VALID WITHOUT THE SIGNATURE AND THE NOTES: Date of field survey - ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 08L/2013 1. Survey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. STEPHEN J. BROWN, INC 3. All bearings are referenced to the Northerly Line of subject property, platted as S56°40'00"E, all others relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark. 5. There are no above ground encroachments, unless otherwise shown. e National Flood Insurance Program designation as indicated on 6' F.E.M.A. Map No. 12111C 0.4 8i dated 02 16 2012 _, the tes the parcel in Zone base flood elevation I W lfeet; subject STEPHEN J. BROWN, PROFESSIONAL SURVEYOR AND MA-PPER localny scaling and interpolation factors associated with mapping of this REGISTRATION N0. 4049, STATE OF FLbRlDA to olrocy. This data is on interpretation by the surveyor and is provided accu( courtesy. The flood zone(s) should be verified by a determination agency. as Un7.der round foundations & utilities not located unless shown, z � co \04 Q A N ct� rn E'+ 64 P 0 oq W W v Q^ n LLJ "4 zLJJ o A w n , V / F7 z LiJ V 1 '� 0 4 0 !i A •��a Q+J o rzr,, 1� tr N U E i W U) r G 'l CL ,L.LJ V 1 m DRAWN D N & W ]P' PLS 2370 LOT 28 210' +/— (P) N70013'07"E 251.9' +/— (F) 190.00' (P)(F) 7 �1 0�� ZZoL1E F1.,000 �oaE WITNESS LINE a C, n n N LOT 29 o w 0 o COVERED I a 0 CONCRETE 0 PATIO • H N 47.3316.24 I i 235' m 23.39' / Y Y p .. a .p x N O1 33.®3' (y.\ I APPROXIMATE 14 MEAN HIGH WATER ONE X 112.82' 47.72' 20.01' L V) LO yW V III 48.17• I. 34.75- drtls STORY 49.49' 2019 ONE ..STORY �` m'-.....: GARAGE ELEV. =,LI.ZZ L6-, N 50.11' 20AS, ONE STORY DWELLING 11 •-7-A • MI\ I n 1. I b � O N Q N 197.00'.(P)(F) S70'13' 07 W 217 + — (P 220.7' +/— (F) �oRI••1 Ezi�f'^R.AS 3 I 1_-SUE I LOT 27 FND N & W "PCP" PLS 2370 AC A/C ACRE AIR CONDITIONER CHO CHORD EDP EDGE OF PAVEMENT CONIC CONCRETE. EOW EDGE OF WATER ALUM ALUMINUM CBS GONG. BLOCK STRUCTURE EM ELECTRIC METER ANG ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION AVE AVENUE :CPP CONCRETE POWER POLE ENCL ENCLOSURE LING BEARING COR CORNER X 17.00 EXISTING ELEVATION BLK BLOCK COV COVERED FT FEET' BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT BLDG BUILDING 'CVG CONCRETE VALLEY GUTTER FNC FENCE BM BENCHMARK '.D .DEED : FEE FINISHED FLOOR ELEVATION CAN CABLE TELEVISION BOX D/F DRAINFIELD FH FIRE HYDRANT CALCULATED D^ E DRAINAGE EASEMENT. FPL FLORIDA POWER & LIGHT CB CATCH DRAINAGE FLOW END FOUND Ce CENTRAL ANGLE ESMT EASEMENT GOVL GOVERNMENT CLF CHAINUNK FENCE 'EOC EDGE OF CONCRETE ESE HOUSE 1. PROPERTY ADDRESS: 3327 N. W. PERIMETER ROAD 2. CERTIFIED TO: — DAVANT ,i :1 a 704.44' vm I :\ • `\ 1 lJ F iNN TC �, LOCATION MAP LEGAL DESCRIPTION LOT 29, WIDE WATERS, AS RECORDED IN PLAT BOOK 17, PAGE 2, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ^ �1 GRAPHIC SCALE 0 15 30 ��.✓1 I�i� ( I � ram' ( IN FEET ) I inch = 30 ft. I I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D - SUBDIVISION INV INVERT N & W NAIL & WASHER PB PLATBOOK R RADNIS T TANGENT 18 IRON BAR NGVD NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT IP IRON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOD TOP OF BANK IB& C IRON BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE IP & C IRON PIPE & CAP NAD NORTH AMERICAN DATUM POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR 1WP TOWNSHIP L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER LE LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL LB LICENSED BUSINESS NUMBER ON . OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT LP LIGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT M & W MAG NAIL & WASHER PG PAGE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4049 U/G .UNDERGROUND MAG MAG NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER 14049 WE WOOD FENCE ME MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER MH MANHOLE PK & W PARKER-KALON NAIL & WASHER III PROPERTY LINE S/W SIDEWALK WV WATER VALVE MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WODD POWER POLE NL NAIL PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER NOT VALID WITHOUT THE SIGNATURE AND THE NOTES: Date of field survey. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1. Survey of description as furnished by Client. 08/1212013 SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the Northerly Line of subject property, STEPHEN J. BROWN, INC _ platted as S56'40'00"E, all others relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark. 5 {(sere are no above ground encroachments, unless otherwise shown. 6. I T¢'he National Flood Insurance Pro ram designation as indicated on F.E.M.A. Map No. 12111C 0. doted 02 6 0 2 the ltes the parcel in Zone base flood elevation A _. Meet; subject STEPHEN J. BROWN, PROFESSIONAL SURVEYOR AND MAPPER 10c93ny scaling and interpolation factors associated with upping of this REGISTRATION NO. 4049, STATE OF- FLORIDA tO alracy. This data is an interpretation by the surveyor and is provided asc� courtesy. The flood zon) should be verified by a determination agency. 7. 1�nderground foundations & utilities not located unless shown. REVI%NS 11 BY — ,1� s{� Q Q l I F 1 O F) W 6-4 U) Q � G q W M Q EL r4 :4 LLJ ral rri' r] WWW `r Z LLJ LL 1� • �1 a z_ LLI O24, (l 0 4 Q v4 El LLI V / M DRAWN S. J. B. L'IIECKED `3. J. B. DATE 08 21 201, SCALE 1 = 30' .XT8 NO. 334_I_23-0 %EE�.: )NE OF ONE I a SHEETS END N&W S7013'07'W 51.92- - y "PCP' PLS 2370 LOT 28 210' +/— (P) 0, _ _ N70'13'07"E 251.9' +/— (F) 190.00• (P)(F) LI ll A- WITNESS LINE e a r LOT 29 0 I x COVERED I a O CONCRETE In 0 Q 47.33' 324 PATIO EV a33922I N j, Y p o ,A W� m 33.83 _ Lo • � ~y 47.72' 20,01' )�T m t2 �+ ONE STORY M 47.89' DWEWNG (]y _ 20.00' C V EV• o C10732' N m f� S 7.97' a �1%�'• C T 48.17' 34.75 w w 15.6 r PATIO I o Z _ 104.44' 1\,"1 CINifi STORY' --- 10.24' m 49.49' o, 6 of � ID ONE STORY 20.19 10.33' X T S GARAGE Vti In o I 197.00' (P)(F) S70013'07"W 217 + — P p 220.7' +/— (F) I`+� I 1 RoPoS60 io n •eb, 15' UE LOT 27 / END N & W I `PCP" PIS 2370 AC ACRE CHO CHORD EDP EDGE OF PAVEMENT A/C AIR CONDITIONER CONC CONCRETE EOW EDGE OF WATER ALUM ALUMINUM CBS CONC.'BLOCK STRUCTURE EM ELECTRIC METER ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE BRG BEARING CDR CORNER X 17.00 EXISTING ELEVATION ELK BLOCK COV COVERED FT .FEET BLVD BOULEVARD CLIP CORRUGATED METAL PIPE F FIELD MEASUREMENT BLDG BUILDING CVG_- CONCRETE VALLEY GUTTER FNC FENCE BM BENCHMARK D DEED FEE FINISHED FLOOR ELEVATION CAN CABLE TELEVISION BOX D/F GRAINFIELD FH FIRE HYDRANT C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & EIGHT CB CATCH BASIN DRAINAGE FLOW END FOUND 0 CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT CLF CHAINUNK FENCE EOC EDGE OF CONCRETE HSE HOUSE 1. PROPERTY ADDRESS: 3327 N.W. PERIMETER ROAD 2. CERTIFIED TO: — DAVANT APPROXIMA .E MEAN HIGH WATER. LINE ,.1MC7 T41 � •,• • •' • rMr 1 _ • • �..•I1-� Baal ws fly ,\\ \\, ur )\\ • - ••\\ \\y� \\\\ �:� •• • • \'• LOCATION MAP LEGAL DESCRIPTION LOT 29 WIDE WATERS, AS RECORDED IN PLAT BOOK 17, PAGE 2, PUBLIC RECORDS 1 OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 39 0 15 30 ( IN FEET ) I inch = 30 ft. I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED Sn) SUBDIVISION INV INVERT N & W NAIL & WASHER PET PLATBOOK R RADIUS T 'TANGENT IB IRON BAR NGVD NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL ICE TEMPORARY CONSTRUCTION EASEMENT IP IRON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOO TOP OF BANK O IB & C IRON BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE L ARC LENGTH NORTH AMERICAN DATUM POB POINT OF SLOPE & C IRON PIPE &CAP HAD F BEGINNING RES REGISTERED LAND SURVEYOR TWIT, TOWNSHIP OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER LE LANDSCAPE EASEMENT O/S. OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL LB LICENSED BUSINESS NUMBER OH OVERHANG ERG POINT OF REVERSE CURVATURE SS SANITARY SETTER UDE U71UTY & DRAINAGE EASEMENT LP LIGHT POLE CHIN OVERHEAD MIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT M & W MAC NAIL & WASHER PG PAGE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4049 U/G UNDERGROUND MAD MAC NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER WE ME MAINTENANCE EASEMENT PK & IT PARKER-KALON NAIL & TIN TAB PES PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK g4049 WA WAIN TTEERFMEIER MH MANHOLE PK & W PARKER-KALON NAIL & WASHER @ PROPERTY LINE S/W SIDEWALK WV WATER VALVE MHML MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SETT SOUTHERN BELL TELEPHONE BOX WPP WOW POWER POLE NL NAIL FIRM PERMANENT REFERENCE MONUMENT 0 17.00 PROPOSED ELEVATION S/F SOUARE FEET 0 DIA„EIRA NOT VALID WITHOUT THE SIGNA TURE AND THE NOTES: Date of field survey. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 08Li2/2oi3 1. Survey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the Northerly Line of subject property, STEPHEN J. BROWN, .INC platted as S56.40'00•E, all others relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, ,Ind are based on bench mark. 5. Then are no bove ground encroachments, unless otherwise shown. 6. The NationalpI )ad Insurance Pr ram designation as indicated on M.A. Ma Jo. 1 111C 0 dated 02 6 012 ,_ • the F.E. the parcel in Zone base Flood elevation W fa -)feet; subject S�PHEN J. BROWN, PROFESSIONAL SUri' YOR AND t.4A"rPER locates scaling and interpolation factors associated with apping of this REGISTRATION N0. 4049, STA OF.7' RiDA to any Y This data is an interpretation by the surveyor and is provided accuraclurtesy. The flood zon) should 6e Verified by o determination agency. - as a c(r round foundations & utilities not located unless shown. 7. Unde 9 REVISIONS 00l%\ J z P BY S SL ,, PLA,14 )I tz 13 s� B z z (x) QQQ m m \ / N CQ QCAI W 0 O m�x Q U) O y A W (� O Q Ld z� W A � z Ld U CD � Ld V) 04 Q [Z7 u) N F� 02 W O J � W <C 04 F 10 W I/1 n V / N m DRAWN S. J. B. CHECKED S.J.B. DAR 08 21 2013 SCALE 1 " = 30' JOB N0, 3347—=)3_01 SHEE- I ON IT OF ONE SHEETS