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HomeMy WebLinkAboutBoundary Survey0 a 0 rn z z } J Q 3� CL 0= Oa W N _j I 0 IRV: Co of w in Q w ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FIND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE Poe = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF—WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT SYMBOLS: E— = GUY WIRE ANCHOR © = CABLE TELEVISION BOX p = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑r = TELEPHONE BOX —a = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES t9 = FIRE HYDRANT = LIGHT POLE ❑ = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX >14 = IRRIGATION VALVE = GAS VALVE = SEWER VALVE u>a = WATER VALVE QW = WELL OW = WATER METER '& = WOOD POWER POLE CAP P/8- IRON ROD WITH PLASTIC SM# 9-16-19 ADD CENTERLINE TO EXISTING PAVEMENT 7-09-19 REVISE GARAGE SIZE (LARGER) 1-31-19 ADD WATER LINE PER HEALTH DEPARTMENT 9-26-18 REVISE HOUSE DIMINSIONS DATE: 1 REVISIONS: NORTH LINE OF THE SE 1 /4 OF SECTION 10 �— S89'49'45°W 620.93' POC FIND 1 2" IRON PPE >. z NE CORNER NE 1/4 OF ` ' THE SE 1/4 1. SECTION 10 fin AJP ALEXANDER J. PIAZZA PSM, INC. AJP Surveying • Mapping • Consulting AJP 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 CJM Phone: (772) 340-7770 BY: LBf7280 Fax: (772) 340-2250 y LEGAL DESCRIPTION: COMMEN E AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, THENCE RUN SOUTH 89'49'45" WEST, ALONG THE NORTH LINE OF THE SO THEAST QUARTER OF SAID SECTION 10, A DISTANCE OF 620.93 FEET; THENCE RUN SOUTH 00,04,54" WEST, N DISTANCE OF 72.00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391 AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 00'04'54" WEST, A DISTANCE OF 358.48 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE SOUTH 89'56'24" WEST, A DISTANCE OF 604.31 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00'00'05" WEST, A DISTANCE OF 97.7E FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00'34'28" WEST, A DISTANCE OF 100.00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 04'00'20" WEST, A DISTANCE OF 100.24 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 02'49'49" WEST, A DISTANCE OF 60.78 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 89'56'24" EAST ALONG THE SOUTH RIGHT—OF—WAY OF ORANGE AVENUE, A DISTANCE OF 615.82 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391, AND THE POINT OF BEGINNING, ALL LYING IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. CONTAINING: 217,802 SQUARE FEET OR 5.00 ACRES, MORE OR LESS w U z U w a 0�z Z Z N t` A SURVEY REPORT: 1. 'HIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: N89'56'24"E ALONG THE NORTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO160 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. 1HE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: (OR OTHER USE) AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L—NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ;>,RE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: FRANCISCO & PEGGY PEREZ 15. c,COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAllA PSM, INC. RECEIVED LEXANDE/R J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: 9-28-17 NOV p 4 2019 t_ C, DATE OF SURVEY: 1 1-13-17 T. Lucie County, Permitting LEXANCER . P PROFESSIONALJI ZZA SURVEYOR AND MAPPER SITE PLAN FLORIDA CERTIFICATE No. 6330 BOUNDARY SURVEY CAD K:\BUILDERS\DWG2017\17-3366.DWG ORANGE AVENUE REF K:\ FLD CJM / RP FB. PG. JOB 17-3366 AS PREPARED FOR OFF CJM DATE 11-13-17 FR A N CIS C O & P E G G Y P E R E Z CKD AJP SHEET 1 OF 1 DWG D-792 0 a 0 z Q � 3� a 0 N O a W o N J 13 m � J m Q Of I I" a ryt'' 24" CP =� 22.101 2®1 F7D Id 27.73 FND IR 10 d" O z I ry0 pry � s82 FND IR 0.11'N, 0.22'E 3 ICq V ' M O O z I FND IRC "ILLEGIBLE" 0.15'S, 0.12'E O( V SITE BENCHMARK FND IRC "ILLEGIBLE" 0.10'S, DAVE ELEV= 19.04 NAVD 1988 ryIIVIryp� 19,63 x x NORTH LINE OF THE �SE 1/4 OF SECTION 10 to RECEIVED �- S89'49'45"W 620.93' POC JAN 2 2 2020 po ORANGE AVENUE VARIABLE R/W p5 o A I e ry^ FND 1 2" IRON PPE ST. Lucie County, Permittin NE CORNER ry, g ryry' - - - - - ASPHALT ROAD - - nti' - - - - NE i 4 OF INTERLINE OF o o ORANGEPAVEMAVE SECTION110 2M 7 p NT . �a Iryy? Iryry� I��ry 3�ryy^g 0` 0l U pp 12" DIP OF(BEARING + + BASE) SOUTH R/W LINE o a N89 56 n 24 E 615.82 ORANGE AVENUE ® bo w 0to 18.86 18 86 POB FND IRC "RLS 2391" o M 0.23'E LEGAL DESCRIPTION: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, THENCE RUN SOUTH 89'49'45" WEST, ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 10, A DISTANCE OF 620.93 FEET; THENCE RUN SOUTH 00'04'54" WEST, A DISTANCE OF 72.00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391 AND THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 00'04'54" WEST, A DISTANCE OF 358.48 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE SOUTH 89'56'24" WEST, A DISTANCE OF 604.31 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00'00'05" WEST, A DISTANCE OF 97.76 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00*34,28" WEST, A DISTANCE OF 100.00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 04'00'20" WEST, A DISTANCE OF 100.24 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 02'49'49" WEST, A DISTANCE OF 60.78 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 89'56'24" EAST ALONG THE SOUTH RIGHT-OF-WAY OF ORANGE AVENUE, A DISTANCE OF 615.82 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391, AND THE N N POINT OF BEGINNING, ALL LYING IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE N o o COUNTY, FLORIDA. A O P W J CONTAINING: 217,802 SQUARE FEET OR 5.00 ACRES, MORE OR LESS. NOT PLATTED VACANT AVERAGE TOP OF FORMS ELEVATION=22.50 PROPOSED FFE-21.75 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE DE) = DRADI NAGE EASEMENT SYMBOLS' DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION " DB = DEED BOOK F = GUY WIRE ANCHOR DIP = DUCTILE IRON PIPE © = CABLE TELEVISION BOX FND = FOUND O = CATCH BASIN FPL - FLORIDA POWER & LIGHT ® = CATCH BASIN INLET IP = IRON PIPE ® = CLEANOUT INV = INVERT © - ELECTRIC BOX IR = IRON ROD = TELEPHONE BOX IRC = IRON ROD WITH PLASTIC CAP v = SIGN LB = LICENSE BUSINESS = SANITARY MANHOLE LS = LICENSE SURVEY = STORM MANHOLE (M) = MEASURED 6 = NUMBER OF PARKING SPACES MON = MONUMENT tJ = FIRE HYDRANT ORB = OFFICIAL RECORD BOOK = LIGHT POLE P) B = PLAT = PLAT BOOK ® = CONCRETE POWER POLE PG = PAGE ® = BACKFLOW PREVENTOR PL = PROPERTY LINE ® = MAIL BOX POB = POINT OF BEGINNING IRRIGATION VALVE POC = POINT OF COMMENCEMENT = GAS VALVE PRM = PERMANENT REFERENCE MONUMENT = SEWER VALVr-- R/W = RIGHT-OF-WAY = WATER VALVE - RCP = REINFORCED CONCRETE PIPE = WELL RGE = RANGE ❑W = WATER METER SEC = SECTION 'GL = WOOD POWER POLE TWP = TOWNSHIP 0 = SET 5�8" IRON ROD WITH PLASTIC UE = UTILITY EASEMENT CAP P M�6330 K:\BUILDERS\DWG2017\17-3366.dwg, 1/22/2020 1:11:38 PM - 4.02' S89056'24"W 604.31 NOT PLATTED WELL & SEPTIC > 75' NO INTERFERENCE 00 LU o w U CP. V) M ofw �a1O - Date )nIt aw w roV -- - 3 c2 z am? a L 0�O _ .. Z O o A 17.93 O. in SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 99.98, 3: LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: N89'56'24"E ALONG THE NORTH PROPERTY LINE. AVERAGE TOP OF FORMS= 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. vi ELEVATION=22.50 ` PROPOSED FFE=21.75 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO160 J, EFFECTIVE DATE 2-16-12. 9998 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: OTHER UWITHIN FALLS SUBURBAN CATEGORY CLASSIFIED 10(2, IS FLORIDA ADMINTRATIVECODE. ALL FIIED-MEASUREDCONTROLMEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ,90 �yry ALEXANDER J. PIAZZA PSM, INC. 0RNE FND IR rero 0.15'N, 0.10'W 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL z'ri°oNsE OA PCOR RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE: CERTIFIED TO: FRANCISCO & PEGGY PEREZ 15. Qc COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. g1t!'TflCffz 3�®R 9-16-19 ADD CENTERLINE TO EXISTING PAVEMENT 7-09-19 REVISE GARAGE SIZE (LARGER) 1-31-19 ADD WATER LINE" PER HEALTH DEPARTMENT 9-26-18 REVISE HOUSE DIMINSIONS DATE: 1 REVISIONS: AJP ALEXANDER J. PIAZZA PSM, INC. AJP Surveying • Mapping • Consulting AJP 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 CJM Phone: (772) 340-7770 BY: LB7280 Fax: (772) 340-2250 DATE OF FIELD SURVEY: 1-22-20 � DATE OF SURVEY: 1-22-20 ALEXANDER=J. PI ZZAY PROFESSIONAL SURVEYOR:'AN6 MAPPER SITE PLAN FLOR I DA: CER_T I FI CATE Na �,6330' FORMBOARD SURVEY CAD K:\BUILDERS\DWG2017\17-3366.6VVGsletflllll""4° ORANGE AVENUE REF K:\ FLD CJM / RP FB. PG. JOB 17-3366 AS PREPARED FOR OFF RP DATE 1-22-20 FR A N CIS C O & PEGGY P E R E Z ICKD AJP SHEET 1 OF 1 DWG D-916