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Home My WebLink About2-319 pool boundaryLOT 6 SMH FRIM EL:18.18 Ln I I O)o --- 115.19 - 0 Sri 15.0p' allaaaa LOT 7 33410 f*'N (0 MENNEN 15.18 C\ z 0,001 LOT 8 NORTH LI LOT 16 N89' 43' 35"E POOL-= ELV. _ T�--— 16.35 -EXISTING —° e _ %� RESIDENCE I 7 N L ❑ J FND#4 (n { IRON—i�Ob� S89' 43' 35"W 110000" GRAPHIC SCALE 30 0 15 30 30 ft. SITE DATA TOTAL AREA: 89250 S.F. 00.19 AC, 100.00% IMPERVIOUS AREA: CONCRETE 290 S.F. 00,01 AC, 05,26% BUILDING 1,171 S.F. 00,03 AC, 15,79% POOL/DECK 1,198 S.F. 00,02 AC, 10 53% IMPERVIOUS 29660 S.F. 00,06 AC, 31,58% PERVIOUS AREA: PERVIOUS 5,590 S.F. 00,13 AC 68,42% LOT 18 OUTH LINE BLOCK 58 SE CALMOSO DR BENCHMARK #1 SET MAG NAIL DISC#LB8098 EL: 14.29 0 n 0 CT S LEGAL DESCRIPTION LOT 17, BLOCK 58, ACCORDING TO THE PLAT OF RIVER PARK UNIT 6, THEREOF, AS RECORDED IN PLAT BOOK 12, PAGE(S) 28, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDAn NOTES: 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR, 2. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 30, 2020. 3. PARCEL CONTAINS 0.19 ACRES, MORE OR LESS. 4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE T1TLE VERIFICATION. 5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 6. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RIVER PARK UNIT 6, PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). AND ARE BASED ON GPS RTK OBSERVATIONS, 8. THE GPS SOFTWARE USED FOR THIS PROJECT: TDS SURVEY PRO, VERSION 4,95. /REALTIME PROCESSING IS BASED ON THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL SURVEYS. 9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 10. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. ST. LUCIE COUNTY, FLORIDA VICINITY MAP SEMEN LEGEND (P) PLAT DATA (RAD) RADIAL LINE (F) FIELD DATA No. NUMBER (C) CALCULATED FROM FIELD MEASUREMENTS PC POINT OF CURVE FND, FOUND PT POINT OF TANGENCY p.A.C. POINT OF COMPOUND CURVE CENTERLINE P.R.C. POINT OF REVERSE CURVE WATER METER P.L.S. PROFESSIONAL LAND SURVEYOR L.B. LICENSED BUSINESS COMM ❑ COMMUNICATION RISER IRC IRON ROD & CAP c� WOOD UTILITY POLE A DELTA (CENTRAL ANGLE) R RADIUS Q NATURAL GAS TANK LID L ARC LENGTH SV X SEWER VALVE N.A.V.D, NORTH AMERICAN VERTICAL DATUM TYP TYPICAL BENCHMARK (BM) EL, ELEVATION OHW OVERHEAD WIRES '````�IE�611t FF�`1',, FINISHED FLOOR ELEVATION _ CONC CONCRETE ;�� pE�- TP, 0 L.1r-JP�`R`OPERTY LINE TOB TOP OF BANKS �G CMP F` c're�2RUGATED METAL PIPE add eorse N 6B y wallr i max wall add Ows � � OWN FLORIDA REGISTRATION �5r�,�56 FLORIDA � 'will %3 ury ey °t �#o` fill it Oda &A NO SCALE �a2 r 0 N FINE L Z ti z00 1-o lf� 0 et D o iWN.s Q� o¢ Q O w O a w N 3 OQ �LL ly w w v am a o L: O N O r 0 >� WQ H- �z NW z N0 wz I I zW w w w i pZ� O�0 a�LL } _ H -� Z ci z 0 Q Q�Lu OOW 0 v~� Z ammm O a, O ~ U W DRAWN BY: JJL CHECKED BY: MTO PROJECT: 20-319 DATE: 10/02/2020 SCALE: AS SHOWN SHEET 1 OF 1 LOT 18 OUTH LINE BLOCK 58 SE CALMOSO DR BENCHMARK #1 SET MAG NAIL DISC#LB8098 EL: 14.29 0 n 0 CT S LEGAL DESCRIPTION LOT 17, BLOCK 58, ACCORDING TO THE PLAT OF RIVER PARK UNIT 6, THEREOF, AS RECORDED IN PLAT BOOK 12, PAGE(S) 28, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDAn NOTES: 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR, 2. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 30, 2020. 3. PARCEL CONTAINS 0.19 ACRES, MORE OR LESS. 4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE T1TLE VERIFICATION. 5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 6. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RIVER PARK UNIT 6, PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). AND ARE BASED ON GPS RTK OBSERVATIONS, 8. THE GPS SOFTWARE USED FOR THIS PROJECT: TDS SURVEY PRO, VERSION 4,95. /REALTIME PROCESSING IS BASED ON THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL SURVEYS. 9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 10. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. ST. LUCIE COUNTY, FLORIDA VICINITY MAP SEMEN LEGEND (P) PLAT DATA (RAD) RADIAL LINE (F) FIELD DATA No. NUMBER (C) CALCULATED FROM FIELD MEASUREMENTS PC POINT OF CURVE FND, FOUND PT POINT OF TANGENCY p.A.C. POINT OF COMPOUND CURVE CENTERLINE P.R.C. POINT OF REVERSE CURVE WATER METER P.L.S. PROFESSIONAL LAND SURVEYOR L.B. LICENSED BUSINESS COMM ❑ COMMUNICATION RISER IRC IRON ROD & CAP c� WOOD UTILITY POLE A DELTA (CENTRAL ANGLE) R RADIUS Q NATURAL GAS TANK LID L ARC LENGTH SV X SEWER VALVE N.A.V.D, NORTH AMERICAN VERTICAL DATUM TYP TYPICAL BENCHMARK (BM) EL, ELEVATION OHW OVERHEAD WIRES '````�IE�611t FF�`1',, FINISHED FLOOR ELEVATION _ CONC CONCRETE ;�� pE�- TP, 0 L.1r-JP�`R`OPERTY LINE TOB TOP OF BANKS �G CMP F` c're�2RUGATED METAL PIPE add eorse N 6B y wallr i max wall add Ows � � OWN FLORIDA REGISTRATION �5r�,�56 FLORIDA � 'will %3 ury ey °t �#o` fill it Oda &A NO SCALE �a2 r 0 N FINE L Z ti z00 1-o lf� 0 et D o iWN.s Q� o¢ Q O w O a w N 3 OQ �LL ly w w v am a o L: O N O r 0 >� WQ H- �z NW z N0 wz I I zW w w w i pZ� O�0 a�LL } _ H -� Z ci z 0 Q Q�Lu OOW 0 v~� Z ammm O a, O ~ U W DRAWN BY: JJL CHECKED BY: MTO PROJECT: 20-319 DATE: 10/02/2020 SCALE: AS SHOWN SHEET 1 OF 1