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HomeMy WebLinkAboutFormBoard SurveyI II NORTH LINE OF THE II �E 1/4 OF SECTION 10 C1 S89'49'45"W 620.93' II POC FND 1 2" IRONORANGE AVENUE - + A� - - _ �o - - _ �9 "NE 1%4O F o �a VARIABLE R/W - ASPHALT ROAD titi' _ nti' titi- - - - -INTERLINE OF THE SE 1/4 ro M ORANGE AVE SECTION 10 II PAVEMENT ti e 1 m tiryyp I I ryyb ,1N"' ,1'1.h 3 ryry!. a U I� oI� l� O ^ _12" DIP c V) (BEARING BASE) SOUTH R/W LINE ® ® ® N89'S6'24"E 615.82' ORANGE AVENUE 0 ova In - zz.tD+f21.51 "'F D 1 18.66 16 6 19.29 POB qokl-0000 ,.73 FND IRC "RLS 391" n REC IVED JA N 9. 9. 2020 11 11 FND IR 1 3 x O" N O 1� d' O 7- 0 1n 0 z 9 9ti m tioti a� �. FND IR 1962 0.11'N, 0.22'E O N Oa 30 L,J N J I 0 3 mOf x N " J < a ' M O IZ 13 FND IRC "ILLEGIBLE" 0.15'S, 0.12'E SITE BENCHMARK FND IRC "ILLEGIBLE" 0.10'S, 0.11'E ELEV= 19.04 NAVD 1988 M11511111111 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT SYMBOLS: DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK E- = 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 ❑r = 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 C7 = FIRE HYDRANT ORB = OFFICIAL RECORD BOOK 1 = LIGHT POLE (P) PB = PLAT = PLAT BOOK ® = CONCRETE POWER POLE PG = PAGE ® = BACKFLOW PREVENTOR PL = PROPERTY LINE ® = MAIL BOX POB = POINT OF BEGINNING I = IRRIGATION VALVE POC = POINT OF COMMENCEMENT = GAS VALVE PRM = PERMANENT REFERENCE MONUMENT = SEWER VALVE R/W = RIGHT-OF-WAY 1aa WATER VALVE RCP = REINFORCED CONCRETE PIPE = WELL RGE = RANGE ❑W = WATER METER SEC = SECTION 'a = WOOD POWER POLE TWP = TOWNSHIP 0 = SET 5/8" IRON ROD WITH PLASTIC UE = UTILITY EASEMENT CAP PSM#6330 NOT PLATTED VACANT AVERAGE TOP OF FORMS ELEVATION=22.50 PROPOSED FFE=21.75 1°� 604.31 NOT PLATTED WELL & SEPTIC > 75' NO INTERFERENCE AVERAGE TOP OF FORMS= ELEVATION=22.50 PROPOSED FFE=21.75 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: I REVISIONS: 0 V L0 p 17.93 O N 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: LB/7280 Fax: (772) 340-2250 FND IR 0.15'N, 0.10'W zZ V w �Fw w < _, J d-'d Z 0-iV z z U n A ST. Lucie County, Permitting 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 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. Frw/ Dot PIP10'106 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 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 E3E 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 GIPS 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. @ 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. DATE OF FIELD SURVEY: 1-22-20 iyJ DATE OF SURVEY: 1-22-20 !•'%. ALEXANDE J PI ZZA PROFESSIONAL SURVEYOR ANI MAPPER SITE PLAN FLORIDA F1 CERTI04TE Nq'5330 FORMBOARD SURVEY CAD K:\BUILDERS\DWG2017\17-3366. &Gft11e REF K:\ ORANGE AVENUE 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 CKD AJP SHEET 1 OF 1 DWG D-916 JILDERS\DWG2017\17-3366.dwg, 1/22/20201:1138 PM