The URL can be used to link to this page

Home My WebLink AboutBOUNDARY SURVEY/ S()�2-0V CC A AIR CONDITIONER ALUM ALUMINUM ANC ANCHiR APPROX. APPRRXIMATE. AVE AVENNE ERG BEARING ELK BLOCK BLVD BOULEVARD BLDG BUILDING. SM BENCHMARK CAN CABLE TELEVISION BOX C CALCULATED CB CATCH BASIN A CENTRAL ANGLE CLF CFIAINLINK FENCE CHO CHORD CONC CONCRETE CBS CONC. BLOCK STRUCTURE CM CONCRETE MONUMENT CNR COULD NOT READ CPP CONCRETE POWER POLE CDR CORNER GOV COVERED CMP CORRUGATEDMETALPIPE CVG CONCRETE VALLEY CUTTER D DEED D/F DRAINFIELD DE DRAINAGE EASEMENT ^- DRAINAGE FLOW ESMT EASEMENT EGG EDGE OF CONCRETE EDP EDGE OF PAVEMENT EOW EDGE OF WATER EM ELECTRIC METER ES ELECTRIC SERVICE ELEV ELEVATION. ENCL ENCLOSURE X 17.00 EASTING ELEVATION FT FEET F FIELD MEASUREMENT FNC FENCE FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT FND FOUND GOVT GOVERNMENT HSE HOUSE 1 & E INGRESS & EGRESS EASEMENT INV INVERT IB IRON BAR IP IRON PIPE IB & C IRON BAR & CAP IP & G IRON PIPE & CAP L ARC LENGTH LE .LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMBER LP LIGHT POLE M &. W MAG NAIL & WASHER.. MAG MAG NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE MF METAI FENCE N & TT NAIL AI TIN TAB N .& W NAIL * WASHER NGVD NATIONAL GEODETIC VERTICAL DATUM NO 10 NO IDENTIFICATION NTS. NOT TD SCALE NAD NORTH AMERICAN DATUM aRO OFFICIAL RECORD BOK O O OFFSET OH OVERHANG OHW OVERHEAD WIRE PG PAGE PK PARKER-KALON NAIL PK & TT PARKER-KALON NAIL & TIN TAB PK & W PARKER-KALON NAIL & WASHER PVMT PAVEMENT PRM PERMANENT REFERENCE MONUMENT P PLAT PB PLATBOOK PCC POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE PI POINT OF INTERSECTION P08 POINT OF BEGINNING POC POINT OF COMMENCEMENT POE POINT OF ENCROACHMENT PRC- POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PP POWER POLE PUE PRIVATE UTILITY EASEMENT PLS PROFESSIONAL LAND SURVEYOR E PROPERTY LINE PROP PROPW • 17.00 PROPOSED ELEVATION. PRO PRORATED R RADIUS RAD RADIAL FIRS RAILROAD SPIKE RNG RANGE RLS REGISTERED LAND SURVEYOR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SS SANITARY SEWER SECT SECTION SET I.B. SET 5/8 IRON BAR & CAP /4049 PK PK & WASHER "El SET SSET EPTIC AAHL NK S/W SIDEWALK SET SOUTHERN BELL TELEPHONE BOX S/F SQUARE FEET S/0 SUBDIVISION TCE. TEMPPORARY CONSTRUCTION EASEMENT TOO TOP OF BANK TOE TOE OF SLOPE TWP TOWNSHIP TRANS TRANSFORMER TYP TYPICAL UDE UTILITY & DRAINAGE EASEMENT UE UTILITY EASEMENT U/G. UNDERGROUND WF WOOD FENCE WM WATER METER WV WATER VALVE - WPP WOOD POWER POLE 0. DIAMETER I I I I �I Q ff 22.00• St. Lucie Co. F Date It prove Qx, � I I I I I PILING W/ ELECT. METER O �) qv — 12.00' Y JI O (p '. U o W Imo- y I V F- M a w 4 (n A K 1 zI O 0 r � � Ha 4' 0O 0 Of M } 0 of W 0 \Z 0I CAN s9r END 5/8" 0 IB NO ID I i I I 0.09, W I I I' 1. PROPERTY ADDRESS: 816 NETTLES BOULEVARD 2. CERTIFIED TO: — DAWN CZAJAK LEGAL DESCRIPTION LOT 816, NETTLES ISLAND PROJECT, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FND 5/8" 0 IB NO ID LOT 815 S,oabb d_ w LOT 817 SCABNYNED 1;tt"F1gC0M% 63 o,i1R ��'> , NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. BROWN,/ANC HEN J. BROWN, PROF REGIS1RA11ON NO. aLN02 AND MAPPER OF FLORIDA •V4.4. .404.404.. 4. 4.4e 'a. 4+ �� ✓',+. {+ a LOCATION MAP GRAPHIC SCALE To 0 5 1L1 ( IN FEET ) 1 inch = 10 ft. FND 5/8" 0 IB NO IO i 0.24' S I I AI I JFND 5/e" IB NO ID NOTES: Date of field survey. 03L; 2015 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. J. All bearings are referenced to the South fine of subject property, platted as S 70'30'00" W,, 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. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111C 0311J . dated 0211612012 . locates the parcel in Zone AE , base flood elevation 6.0 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 to �� 15 14, 00 "q HD 00 CVt �Q U E-e v z 4 z alla. O z LL O Q Ld E A W W Q z z d a z p z rn Li Ia >z d {-4 � 1T!9 G� H (fir' W l� ?+ rn E-L rn E- 03 (0 M rn W to m DRAWN S_J.B. CHECKED S.J.B. DATE 03 24 2015 SCALE 1" 10' JOB NO. 6650-01-01. SHEET ONE OF ONE SHEETS 0 e • It9 • a • w • • is • p • w e • ,o AC ACRE A/C AIR CONDITIONER ALUM ALUMINUM ANC ANCHOR APPROX APPROXIMATE AVE AVENUE BRO BEARING BLK BLOCK BLVD BOULEVARD BLDG BUILDING. BM BENCHMARK CATV CABLE TELEVISION BOX C CALCULATED CB CATCH BASIN A CENTRAL ANGLE CLF CHAINLINK FENCE CHO CHORD CONC CONCRETE CBS CONC. BLOCK STRUCTURE CIA CONCRETE MONUMENT CNR COULD NOT READ CPP CONCRETE POWER POLE CDR CORNER COV COVERED - CMP CORRUGATED METAL PIPE CVG CONCRETE VALLEY GUTTER D DEED D/F DRAINFIELD DE DRAINAGE EASEMENT DRAINAGE FLOW'- ESMT EASEMENT EOC EDGE OF CONCRETE 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 FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT FND FOUND GOVT GOVERNMENT HSE HOUSE 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 NUMBER LP LIGHT POLE M &. W MAG NAIL & WASHER.. MAG MAG NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE MF METAL FENCE N & TT NAIL & TIN TAB N & W NAIL At WASHER NGVD NATIONAL GEODETIC VERTICAL DATUM NO 10 NO IDENTIFICATION NIS NOT TO SCALE NAD NORTH AMERICAN DATUM ORB OFFICIAL RECORD BOOK O/S OFFSET OH OVERHANG OHW OVERHEAD WIRE PG PAGE PK PARKER-KALON NAIL PK & TT PARKER-KALON NAIL & TIN TAB PK & W PARKER-KALON NAIL & WASHER PVMT PAVEMENT FRW PERMANENT REFERENCE MONUMENT P PLAT PB PLATBOOK PCC POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE PI POINT OF INTERSECTION POB POINT OF BEGINNING POC POINT OF COMMENCEMENT POE POINT OF ENCROACHMENT PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PP POWER POLE PUE PRIVATE UTILITY EASEMENT PLS PROFESSIONAL LAND SURVEYOR 12 PROPERTY LINE PROP PROPOSED 17.00 PROPOSED ELEVATION PRO PRORATED R RADIUS RAD RADIAL RRS RAILROAD SPIKE RNG RANGE RLS REGISTERED LAND SURVEYOR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SS SANITARY SEWER SECT SECTION SET I.B. SET 5/8 IRON BAR & CAP #4049 SET PK PK 4L & WASHER W49 S/TS/W SET THA SIDEWALK SBT SOUTHERN BELL TELEPHONE BOX S/F SQUARE FEET S/D SUBDIVISION T TANGENT ICE. TEMPORARY CONSTRUCTION. EASEMENT TOB TOP OF BANK TOE TOE OF SLOPE TWP TOWNSHIP TRANS TRANSFORMER TYP TYPICAL Lot UTILITY & DRAINAGE EASEMENT UE UTILITY EASEMENT UIG. UNDERGROUND WF WOOD FENCE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE 0. DIAMETER ff 2: 2: 1. PROPERTY ADDRESS 816 NETTLES BOULEVARD 2. CERTIFIED TO: — DAWN CZAJAK I I I I I I PILING W/ ELECT. METER h �L \ of �I 01 m � w � w M Z LW ZI o 0 �I O 3 O p wJ � I W z H 01 `V6 I CAN �SOT / FNO 5/8' 0 IB NO ID 0.09W W 1 I I I I FNO 5/8" 0 IB NO ID LEGAL DESCRIPTION LOT 816, NETTLES ISLAND PROJECT, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. BROWN,/INC I J. BROWN, PROF REGISTRATION NO. SURVEYOR AND MAPPER Ail::` Of' F L.ORIOA w3 .y .d .3 •3 .3 3 3 .3 .3 � �.d. ,-. .. .i � .. Y iN. • L L E. R. 8 . C. 6 I: . V'. 0 • R. ✓ a LOCATION MAP GRAPHIC SCALE 10 0 5 10 ( IN FEET ) 1 inch = 10 ft FNO 5/8' 0IB T1 1V IB 0. i 0.24' S I I JFNO 5/8" 4 IB NO 10 NOTES: Date of field survey: 0311712015 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 subject property, platted as S 70'30'00" W,, 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.. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111C 0311J , dated 0211612012 . locates the parcel in Zone AE , base flood elevation 6.0 feet; subject to any scaling and interpolation fact(ors associated with mapping of this accuracy. This data is on 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. 1sd�-.05-� REVISIONS- BY F- lo t iS � to Co 00 Q CD CO CO LI W N v U �D H z W w Q � z a O z U) LL In oz Q � () x � LLJ w z Q �z LLJ a z A z N>N �n. /W�y r4 E co W f� E � U3 Pi W W Q Pq O r E- M- In I DRAWN S.J.B. CHECKED S.J.B. DATE 03 24 2015 SCALE 1" 10' JOB NO. 66.50-01-01 SHEET ONE OF ONE SHEETS J, • 1. A� • A • • I. y0 • r • .o _. - s ■ 5 ACRE AC, AIR CONDITIONER ACM ALUMINUM ANC ANCHOR APE,OX APPROXIMATE AVE AVENUE BRC BEARING BLFt� BLOCK Vu BOULEVARD BLOC BUILDING am BENCHMARK CA1V CABLE TELEVISION BOX C CALCULATED C13 CATCH BASIN A CENTRAL ANGLE CLF CHAINLINK FENCE CHO CHORD CONIC 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 D DEED GRAINFIELD DE DRAINAGE EASEMENT .•Nwr�- DRAINAGE FLOW ESMT EASEMENT EOC EDGE OF CONCRETE EDP EDOF PAVEM EOW EDGE OF WATEREDT EM ELECTRIC METER ES ELECTRIC SERVICE ELEV ELEVATION ENCL ENCLOSURE X 17.00 EXISTING ELEVATION FT FEET F FIELD MEASUREMENT FNC FENCE FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT FND FOUND GOVF GOVERNMENT HSE HOUSE I & E INGRESS & EGRESS EASEMENT INV INVERT B IRON BAR IP IRON PIPE IB & C. IRON BAR & CAP IP & C IRON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMBER LP LIGHT POLE M & W MAD NAIL & WASHER MAG MAG NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE MF METAL FENCE N & TT NAIL & TIN TAB N & W NAIL & WASHER NOVD NATIONAL GEODETIC VERTICAL DATUM NO ID NO IDENTIFICATION NTS NOT TO SCALE NAD NORTH AMERICAN DATUM ORB OFFICIAL RECORD BOOK O/S OFFSET ON OVERHANG OHW OVERHEAD WIRE PG PAGE PK PARKER-KALON NAIL PK & TT PARKER-KALON NAIL & TIN TAB PK & W PARKER-KALON NAIL & WASHER PVMT PAVEMENT PRM PERMANENT REFERENCE MONUMENT P PLAT PB PLATBOOK PCC POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE PI POINT OF INTERSECTION POS POINT OF BEGINNING POC POINT OF COMMENCEMENT POE POINT OF ENCROACHMENT PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PP POWER POLE POE PRIVATE UTILITY EASEMENT PLS PROFESSIONAL LAND SURVEYOR It PROPERTY LINE PROP PROPOSED 0 17.00 PROPOSED ELEVATION PRO PRORATED R RADIUS RAD RADIAL RRS RAILROAD SPIKE RNG RANGE RLS REGISTERED LAND SURVI:YUR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SS SANITARY SEWER SECT SECTION SET I.B. SET 5/8 IRON BAR & CAP #4049 SET PK SET PK NAIL & WASHER 14049 S/T SEPTIC TANK S/W SIDEWALK SBT SOUTHERN BELL TELEPHONE BOX S/F SQUARE FEET S/D SU80IM51ON T TANGENT TCE TEMPORARY CONSTRUCTION EASEMENT TOB TOP OF BANK TOE TOE OF SLOPE TWO TOWNSHIP TRANS TRANSFORMER TYP TYPICAL UDE UTILITY & DRAINAGE EASEMENT UE UTILITY EASEMENT U/G UNDERGROUND WWOOD FENCE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE 0 DIAMETER OI wl Z J. OI Z I I PILING W/ ELECT. METER tiU 1200\ Of Ld JI 7 0 .r I W � M S Ld O � W w zl O O g O O \ O U a w F \\` OI ml I CAN 12. BT / FNI 5/8" 0 18 TO ID 0.(9' W I I I 1 I CNR SIOE-S PEAR rJ� ZNG. 1. PROPERTY ADDRESS: 816 NETTLES BOULEVARD 2. CERTIFIED TO: - DAWN CZAJAK FND 5/8" 0 IB )NO ID METER LOT 816, NETTLES ISLAND PROJECT, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A THROUGH 1 J, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LOT 815 S O 00 LOT 817 I FHO 5/8" 0 IB NO ID �. 0.07- N 0.09- W o WM �4 lLi I �/ GARBAGE \ RECEPTCALE 0/ a6 W ADJACENT \CONCRE,IE . \\DRIVEWAY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGNAL RAISED SEAL OF A FLORIDA LICENSED SURV=YOR AND MAPPER. STEPHEN J. BROWNB INCH y. STEPHEN J. BROWN, PROF REGISTRATION NO. IRVE "OR AND MAPPER I""£ OF (LORiDA LOCATION MAP 1 i T. FND 5/8" 0 j !\ IB NO ID i 0.24! S I I vI I i� JFNn 5/8- 0 IB NO ID NOTES: Date of field survey. 0311712015 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 subject property, platted as S 7030'00" W, 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. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111C 0311J , dated 02 1612012 , locates the parcel in Zone CIE , base flood elevation 6.0 feet; subject to an,V scaling and interpolation factors associated with mapping of this accuracy. This data is on inter retation by the surveyor and is provided as a P;ourtesy. The flood zone) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. D7 O Q GO m � W CV N C.0 E-i z F2 � M O z U) LL_ U2 o 9 o � U � � LLJ q Q W z (D z LLd �J a CL a W U 01 e ce) \ Ld zo 0 F7. E Q zaW E-E o x z x D aE- O M U] V1 E- O) m DRAWN S.J.B. CHECKED S.J.B. DATE 03 242015 SCALE 1" = 10, JOB NO. 6650 -01-01 SHEET ONE OF ONE SHEETS T