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Home My WebLink AboutSURVEYSN&jam r�30ra�1 LEGAL DESCRIPTION: ALL OF LOT 13, BLOCK 52, RIVER PARK UNIT FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 31 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK THREE ELEVATION = 99.51 Q W LJ 0 3 (n 0 a SCALE 1" = 20' FOUND 5/8" IRON REBAR WITH CAP PSM 5723 CENTRAL ANGLE = 90'00'00" RADIUS = 25.00' ARC LENGTH = 39,27' CHORD LENGTH = 35.36' (P) 35.41' (M) CHORD BEARING = N 44'56'00" W (P) N 44'5O'25" W (M) O. St.I{u�� rf pateod ASBUILT SURVEY FORMBOARD SURVEY FOUND 1/2" IRON REBAR 0.17' SOUTH AND 0.00' EAST OF PROPERTY CORNER LOT 12 GAS SERVICE MANHOLE I S 89'56'00" E (P) 90.00, (P) ti1 S 89'51'06" E (M) 89.95' (M) II LOT 13 BLOCK 52 0 a — — — — — — — — — -0 �I— 04 I O N p N.. I I � Lo II 39.11'1O/S 20.21' 10/S _ 30.65' o^ a LO.. n FORMBOARD o p Ln.. 1 ELEVATION = 102.88 � x M pp I O CI 18.00' a 39.15,10 S / z z.. I n I 12.58' 'S 3 20.24'1 O/S II o 7.67' 0 0 1 N N N N C 1 o I Lo O O 11.30'� Joc v7 � a 0 II N FOUND 5/8" IRON REB, WITH CAP PSM 5723 SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 99.76 S 89'59'00" W (M) 64.95 N 89*56'00" W (P) 65.00 (BASIS OF BEARINGS) DRIVEWAY ENTRANCE EL SITO COURT (60.00' WIDE RIGHT-OF-WAY) 5/8" IRON PIPE FENCE ANGLE POST IS .2' SOUTH AND 2.4' EAST OF PROPERTY CORNER \ FENCE ANGLE POST IS 0.5' WEST OF PROPERTY LINE AND THE FACE OF THE FENCE IS 0.9' WEST OF THE PROPERTY LINE 6' HIGH WOODEN FENCE IS 48.1 FEET LONG d FENCE END POST IS 0.7' WEST OF PROPERTY LINE 0 AND THE FACE OF THE FENCE O IS 1.0' WEST OF THE PROPERTY LINE FENCE END POST OF A 6' HIGH PVC FENCE IS 0.7' WEST OF PROPERTY LINE LOT 14 E R �' P L 8 FOUND 5/8" IRON REBAR SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 100.00 4.0' WIDE CONCRETE SIDEWALK WATER METER �2.0' WIDE TYPE "F" CONCRETE VALLEY GUTTER PROFESSIONAL LAND SURVEYOR 3221 SOUTHWEST CRUMPACKER STREET PORT ST. LUCIE, FLORIDA 34953 772-873-4700 ABBREVIATIONS: A/C = AIR CONDITIONER t )= CALCULATED .F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS (M) = MEASURED N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988. N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT NOTE: ZONE RS4 FRONT BUILDING SETBACK LINE IS 25.00 FEET SIDE BUILDING SETBACK LINE IS 7.50 FEET REAR BUILDING SETBACK LINE IS 15.00 FEET NOTE: THE BEARINGS ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF EL SITO COURT AND THE SOUTH LINE OF LOT 13, BLOCK 52 (SEE LEGAL DESCRIPTION) WHICH BEARS SOUTH 89'59'00" WEST. CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) BLACKSTREET ENTERPRISES, INC. SCAB E® i St.lucieCou* _ 60 ELEVATIONS BASED ON ASSUMED AND SHOWN THUS BENCHMARK REFERENCE: SET A MAG NAIL IN DISK ROLLINS PLS 4945 AT LEGEND: O = SEE 5/8" IRON REBAR WITH NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS I FLOOD ELEVATION INFORMATION THE NORTH EDGE OF PAVEMENT OF EL SITO CAP ROLLINS P.L.S. NUMBER 4945 FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- OF PRACTICE FOR SURVEYS AS CONTAINED MAP NUMBER 12111CO280 J DATE OF FIRM FEBRUARY 16, 2012 COURT 20.7 FEET SOUTH AND 3.3 FEET WEST = SET MAG NAIL IN DISK ROLLINS -OF-WAYS OF RECORD. IN CHAPTER 5J-17, FLORIDA N' OF THE SOUTHEAST CORNER OF LOT 13, BLOCK O.L.S. NUMBER 4945 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE CODE, PURSUANT TO COMMUNITY NUMBER 120285 PANEL 0280 52. ASSUMED AN ELEVATION OF 100.00 ON WERE LOCATED EXCEPT AS NOTED. SECTION 472.027, FLORIDA STATUTES. FIRM ZONE x SUFFIX J TOP OF THIS NAIL. 46 = FIRE HYDRANT 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. (SITE BENCHMARK ONE) FE=j = WATER METER 4) BUILDING TIES ARE 90' OR RADIAL TO THE = CONCRETE POWER POLE = ANCHOR AND GUY WIRE _ = OVERHEAD WIRES = NOT TO SCALE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. / Uv � S - ADDENDUM FIELD BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY E.F.B. 07/22/2019 R.E.R. R.E.R. FrOLANDI E. ROLLINS- DATE OF SIGNATURE PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATIGN NUMBER 4945 TOPOGRAPHIC SURVEY E.F.B. 07/22/2019 R.E.R. R.E.R. DATE OF LAST FIELD WORK: 09/24/2019 C.L.S. 08/01/2019 R.E.R. R.E.R. —)(— = o =ALUMINUM ALUMINUM LIGHT POST ,. PLOT DATE AND TIME: 09/26/2019 9:00 AM EST NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FORMBOARD SURVEY E.F.B. 09/24/2019 R.E.R. R.E.R. ON CONCRETE BASE LOT SQUARE FOOTAGE: 0.225± ACRE FLORIDA LICENSED SURVEYOR AND MAPPER. Y = p = TELEPHONE SERVICE m = CABLE TELEVISION SERVICE 4 3 SCALE: 1" = 20' JOB NUMBER: RR190705FB LEGAL DESCRIPTION: ALL OF LOT 13, BLOCK 52, RIVER PARK UNIT FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 31 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK THREI ELEVATION = 99.51 Q W 3 FOUND 5/8" IRON REBAR WITH CAP PSM 5723 SCALE 1" = 20' CENTRAL ANGLE = 90'00'00" RADIUS - 25.00' ARC LENGTH = 39.27' CHORD LENGTH = 35.36' (P) 35.41' (M) CHORD BEARING = N 44'56'00" W (P) N 44'50'25" W (M) BOUNDARY AND TOPOGRAPHIC SURVEY CONSTRUCTION LAYOUT SURVEY FOUND 1/2" IRON REBAR 0.17' SOUTH AND 0.00' EAST OF PROPERTY CORNER O N. 00 cI : 11 O 4.. O ,n.. -t Lo 00 0 0l z Z.. LOT 12 FINISHED FLOOR GAS SERVICE ELEVATION = 101.22 MANHOLE S 89'56'00" E (P) 90.010 (P) \ S 89'51'06" E (M) 89.95' (M) \ LOT 13 BLOCK 52 0 — — — — — Lo — PROPOSED n CONCRETE A/C SLAB\ I 38.99'I O/S 20.30' IO/S d 30.67' PROPOSED 1 STORY CONCRETE BLOCK O 0 PROPOSED b. N STRUCTURE CONCRETE PROPOSED FINISHED b SLAB "o FLOOR ELEVATION A 102.81 n I j0 PER BUILDER I 18.00' I d 39.06' O/S N 12.67' 20.23'I O/S 3 3 O ON O N O O L--- 11.33' O O PROPOSED PROPOSED 000VERED N COVERED CONCRETE CAR PORT o CONCRETE PORCH N PROPOSED v 10' WIDE ` N DRIIVEWAY FOUND WITH 5/8" CAP IRON PSM REB. 5723 9'00" W (M) 64.E ,6'00" W (P) 65.0 (BASIS OF BEARINGS) 5/8" IRON PIPE FENCE ANGLE POST IS .2' SOUTH AND 2.4' EAST OF PROPERTY CORNER \ FENCE ANGLE POST IS 0.5' WEST OF PROPERTY LINE AND THE FACE OF THE FENCE IS 0.9' WEST OF THE PROPERTY LINE _.--6' HIGH WOODEN FENCE IS 48.1 FEET LONG FENCE END POST IS 0.7' WEST OF PROPERTY LINE AND THE FACE OF THE FENCE IS 1.0' WEST OF THE PROPERTY LINE / FENCE END POST OF A 6' HIGH PVC FENCE —IS D T 1FPROPERTY LINE LOT FINISHED FLOOR ELEVATION = 102.81 FOUND 5/8" IRON REBAR B ��ROL.MD E. RIOLUNS PROh�SSKMAL LAND SURVEYOR R � 3221 SOUTHWEST CRUMPACKER STREET 8 PORT ST. LUCIE, FLORIDA 34953 772-873-4700 4.0' WIDE CONCRETE SIDEWALK WATER METER ABBREVIATIONS: A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS (M) = MEASURED N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988. N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT NOTE: ZONE RS4 FRONT BUILDING SETBACK LINE IS 25.00 FEET SIDE BUILDING SETBACK LINE IS 7.50 FEET REAR BUILDING SETBACK LINE IS 15.00 FEET NOTE: THE BEARINGS ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF EL SITO COURT AND THE SOUTH LINE OF LOT 13, BLOCK 52 (SEE LEGAL DESCRIPTION) WHICH BEARS SOUTH 89'59'00" WEST. �'-y I �_ CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT ` 7f) 9 99b EDGE OF PAVEMENT DRIVEWAY 999 2.0� WIDE TYPE "F" CERTIFY TO: ENTRANCE S CONCRETE VALLEY GUTTER 1) BLACKSTREET ENTERPRISES, INC. EL SITO COURT (60.00' WIDE RIGHT—OF—WAY) \' SET MAG NAIL IN DISK SET MAG NAIL IN DISKrnplpl k_ie� ROLLINS PLS 4945 ROLLINS PLS 4945 MTO�F NED SITE BENCHMARK TWO SITE BENCHMARK ONE BQ.0 County ELEVATION = 99.76 ELEVATION = 100.00 le��. ..I lid/---�C) _ A ] el � l ELEVATIONS BASED ON ASSUMED AND SHOWN THUS FLOOD ELEVATION INFORMATION MAP NUMBER 12111CO280 J DATE OF FIRM FEBRUARY 16, 2012 COMMUNITY NUMBER 120285 PANEL 0280 FIRM ZONE X SUFFIX J ADDENDUM FIELD BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY E.F.B, 07/2-2/2019 R.E.R. R.E.R. TOPOGRAPHIC SURVEY E.F.B, 07/22/2019 R.E.R. R.E.R. C.L.S. 1 108/01/20191R.E.R. I R.E.R. BENCHMARK REFERENCE: SET A MAG NAIL IN DISK ROLLINS PLS 4945 AT THE NORTH EDGE OF PAVEMENT OF EL SITO COURT 20.7 FEET SOUTH AND 3.3 FEET WEST OF THE SOUTHEAST CORNER OF LOT 13, BLOCK 52. ASSUMED AN ELEVATION OF 100.00 ON TOP OF THIS NAIL. (SITE BENCHMARK ONE) LEGEND: = SET 5/8" IRON REBAR WITH CAP ROLLINS P.L.S. NUMBER 4945 • = SET MAG NAIL IN DISK ROLLINS P.L.S. NUMBER 4945 46 = FIRE HYDRANT = WATER METER = CONCRETE POWER POLE = ANCHOR AND GUY WIRE — • • — = OVERHEAD WIRES .-�— = NOT TO SCALE — X — = FENCELINE 0 = ALUMINUM LIGHT POST ON CONCRETE BASE p = TELEPHONE SERVICE m = CABLE TELEVISION SERVICE NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT= -OF-WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4) BUILDING TIES ARE 90' OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. DATE OF LAST FIELD WORK: 07/22/2019 PLOT DATE AND TIME: 08/01/2019 11:55 AM EST LOT SQUARE FOOTAGE: 0.225± ACRE SCALE: 1" = 20' I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES. C �" l �� tROCANb E. ROLLINS DATE OF SIGNATURE PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR190705