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HomeMy WebLinkAboutBoundary Survey24' 22.1 0 a 0 N U Z } J Q � 3� a 0 = O� Oa 30 W N J 1 a 3 m � m ABBREVIATIONS: r1=cH (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE = DEED D) E = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE I = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK = PLAT P) B = PLAT BOOK PG = PAGE PL = PROPERTY LINE Poe = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = R I GHT—OF—WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT SYMBOLS: ©GUY WIRE ANCHOR = CABLE TELEVISION BOX C3 = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © — ELECTRIC BOX ❑r = TELEPHONE BOX —v = SIGN = SANITARY MANHOLE = STORM MANHOLE e = NUMBER OF PARKING SPACES 10 = FIRE HYDRANT = LIGHT POLE ® = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE c�a = WATER VALVE OW = WELL �W = WATER METER LR = WOOD POWER POLE CAP PSM- IRON ROD WITH PLASTIC NORTH `SE 1/4 S89'49'45" W U Z Q w K Ld <N w a.4d z 0O z ZwN n r.I LINE OF THE OF SECTION 10 0 W 620.93' POC FND 1 2" IRON PPE NE CORNER NE 1/4 OF o SECTIONI 10 M C to O M 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 RLN NORTH 02'49'49" WEST, A DISTANCE OF 60.78 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED FLS 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. 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. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: N89'56'24"E ALONG THE NORTH PROPERTY LINE. 5. NO UNnERGROUND 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. THE 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 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 CCPYRIGHT 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. DATE OF FIELD SURVEY: 9-28-17 RECEIVES' DATE OF SURVEY: 11-13-17 OCT 11 20' A�9LEXANDER J. ,I ZA ZA I ST. Lucie County, Permitting �lROFESS I ONAL SURVEYOR AND MAPPER SITE PLAN FLORIDA CERTIFICATE No. 6330 9-16-19 ADD CENTERLINE TO EXISTING PAVEMENT AJP ALEXANDER J. PIAZZA PSMI INC. BOUNDARY SURVEY CAD K:\BUILDERS\DWG2017\17-3366.DWG 7-09-19 REVISE GARAGE SIZE (LARGER) AJP Surveying R Mapping • Consulting REF K:\ 1-31-19 ADD WATER LINE PER HEALTH DEPARTMENT AJP ® 619 SW Biltmore Street ORANGE AVENUE FLD CJM / RP FB. PG. JOB 17-3366 Port St. Lucie, Florida 34983 AS PREPARED FOR 9-26-18 REVISE HOUSE DIMINSIONS CJM Phone: (772) 340-7770 OFF CJM DATE 11-13-17 DATE: REVISIONS BY: LBf7280 Fax: (772) 340-2250 FRANCISCO & PEGGY PEREZ CKD AJP SHEET 1 OF 1 DWG D-792 9A 24• F 22.10 Fi ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONIC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = 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 POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = R I GHT—OF—WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT SYMBOLS: f— = GUY WIRE ANCHOR © = CABLE TELEVISION BOX E3 = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © - ELECTRIC BOX QT = TELEPHONE BOX a = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES CJ — FIRE HYDRANT ¢ = LIGHT POLE I� = CONCRETE POWER POLE ® — BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE = WATER VALVE OW = WELL = WATER METER 6\ WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 NORTH __Z!E 1/4 �— S89 4945 ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LBf7280 Fax: (772) 340-2250 7-09-19 REVISE GARAGE- SIZE (LARGER) AJP 1-31-19 ADD WATER LINE PER HEALTH DEPARTMENT AJP 9-26-18 REVISE HOUSE DIMINSIONS -- CJAll DATE. REVISIONS: BY: w U z UW �F WCL Uj <(n w J ~ 0�z z zw1n n FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction LINE of THE Supersedes All Previous Site Plans for OF SECTION 10 OSTDS #56;-/% 762(-&Well # Date: ,v 620.93' POC Revi FND 1 2" IRON PIPE NE CORNER NE 1/4 OF p iio SECTION110 M ? W� o DL a 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 is 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 ?HE 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 MIN: S FRONT- SIDES_. CNR SJ REAR. ZING.— TECH. — SURVEY REPORT: 1. THIS IS A BOUNDARY SURV;_Y AS OEFINEC H CHAPTER 7.n15n';11 FLORIDA AD 'It!!S?RAT!VE r^0!_. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: 1189'56'24"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 RESTRICT ONS 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 CONSTRUCTIO14 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 FARTY 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 LENGEMIANN OF FLORIDA'S L—NET CPS 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. 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. PIAZZA PSM, INC. ALEXANDER d. PIAZ7A PSM, INC. r!a. E OF FIELD SURVEY: 9-28-17 ` � ✓ �//� DATE OF SURVEY: 11-13-17 ALEXANDER J. PI ZZA PROFESSIONAL SURVEYOR AND MAPPER SITE PLAN FLORIDA CERTIFICATE No. 6330 BOUNDARY SURVEY ORANGE AVENUE AS PREPARED FOR FRANCISCO & PEGGY PEREZ CAD K:\BUILDERS\DWG2017\17-3366.DWG REF K: \ FLD CJM / RP FB. PG. JOB +, 7-3366 OFF CJM IDATE 11-13-17 CKD AJP SHEET 1 OF 1 DWG D-792