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HomeMy WebLinkAboutHealth SurveyFND IRC "RLS 2391" 0.28'W 2 1 11 12 01 M NOT PLATTED �I II II EINE TWP 13" FND IR SCSo.30355 1) TOP OF BANK 00 20.39 EDGE OF WATER I I I I I I M I I POND I I I I I 20,841 :m + + I3I1I 5' 5 SEE DETAIL "B" 178.9'���� Z1934'92.II . II ' En LO �75' SETBACKLUC I 1 40 h �3 23.82 I I o -D 00 +� / g. 20.78 \ ST P OF BANK N WATER LINE 1 O• NOT PLATTED N 2o.69t ( I EDGE OF WATER ABANDONED I I I S / ELEV- 18.50 OLD CITRUS 10 ❑ I DATE: 6-24-20 GROVE LII r Q LO I( POND : I I I I O o II 11 0} II 00 Z �,II w Z I I JU_ TlWW 20.82 Z4 I I I III w� ¢= IIM II zM 235.28' / Z � CIO rJM II II W^ " cn " I III SEE DETAIL A z I III U II II II FND IRC SITE BENCHMARK 2 23.57 "ILLEGIBLE" „qq�S7E7RRTA\R�CRSEg„ NSLWCD CANAL N0. 63 EL ANEL I I I I 1,09 W ELEVATION=22.50 TOP OF BANK 52' RIGHT-OF-WAY s 21.97- --- _ --- r u r o -- FND IR- ---- _ _=I�F8934 �It32605.----------- ---- 6' 1/4- --- BEARING BASE -------------- -� --_ F - - - - CENTER Of, = ==cAE� ---------SEG41,-TW-Z5S,-RGE- -'------------------------- -- - -- - --� C0R SECTION 1------------ - -- 24.41 SECTIN 11 24.65 EDGE OF WATER 24.80 c '..24.91 ASPHALT ROAD 24.9G 24.58 24.48 DIRT 4.60 N 24.44 DRIVE ORANGE AVENUE 207' RIGHT-OF-WAY SYMBOLS: = GUY WIRE ANCHOR' © = CABLE TELEVISION BOX ❑ = CATCH BASIN ® = CATCH BASIN INLET ©= CLEANOUT r = ELECTRIC BOX ❑T = TELEPHONE BOX, -o- = SIGN .. = SANITARY MANHOLE = STORM MANHOLE I' 5 = NUMBER OF PARKING SPACES C7 = FIRE HYDRANT Tj = LIGHT POLE ® = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX !! I = IRRIGATION VALVE = GAS VALVE = SEWER VALVE .�•� _.. �� ..� _►� (2 = WATER VALVE =WELL ® = WATER METER = WOOD POWER POLE 0 =SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 / / 687sf DRAINFELD 34.94' 1000sf UN AREA n CONC ` 4>"``;��"' I PROPOSED` a 22. 3' 12.00'g WELL / ATION m 1 STORY S � ,H TREAILER /;:. \ 32.33' VERED PORCH 35.40' CO �, d 44.33' §w S ABBREVIATIONS:POSED 1TORY a3 p�\ (C) = CALCULATED s' CBS RESIDENCE FE CBS =CONCRETE BLOCK STRUCTURE Et.ECTRIc s.00' CMB = COMMISSIONERS' MINUTES BOOK [� PANEL CONC = CONCRETE 31 n' COVERED27. CLF = CHAIN LINK FENCE (D) = DEED o n ENTRY DE = ORA I NAGE EASEMENT7.33' DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION i� corc N DB = DEED BOOK " 9.33' FFE = FINISHED FLOOR ELEVATION FND = FOUND WELL 12.00,n FPL - FLOR I DA POWER & LIGHT 7,gg W 11.89' INV = INVERT / o IP = 3/" IRON PIPE ` m e N PARKING I R = 5/8" IRON REBAR 11.e9, IRC = IRON. ROD WITH PLASTIC CAP 3t.33` LB = LICENSE BUSINESS LS = LICENSE SURVEY \ \ (M) = MEASURED / MON =MONUMENT - WATER CONTROL DISTRICT NSLWCD NORTH ST. LUCIE ORB =OFFICIAL RECORD BOOK PEI = PLAT BOOKPG = PAGE PCOR = PROPERTY CORNER DETAIL "A" DETAIL "B" PL = PROPERTY LINE SCALE: 1 "=30' SCALE: 1„ =30' POB = 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 PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE A = DELTA OF CURVE 3 V 2 S89'56'31"E 2654.28' S89'57'32"E 2654.28' 2 1 10 11 � 11 12 rn t1a m 00 ml ri N to N N Z Cj R V + o S o u o ,po o - w N ? N 00 O O Q CDW W I' Z Z SITE J� U ^ (0 W U Q a N8953'42"W 2659.97' N89-53'42"W 2658.93' ORANGE AVENUE O O Q 70Lnw N m J N N N Q 3 3 wQ n 17 U rw UO bvnw op F� L EZ Z I' cow A = 10 15 14 1489-48'47"W 2663.221`89'48'48"W 2663.22' 4 13 LOCATION MAP NOT TO SCALE Jti ST. Lucie County, Pen LEGAL DESCRIPTION: SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION ELEVEN, TOWNSHIP 35 SOUTH, RANGE 36 EAST, LESS AND EXCEPTING THEREFROM RIGHTS -OF -WAY FOR PUBLIC ROADS AND DRAINAGE CANALS, ST. LUCIE. COUNTY, FLORIDA. CONTAINING 3,331.282 SQUARE FEET OR 76,476 ACRES, MORE OR. LESS. FDOH in St. Lucie County Environmental Health - - - - Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #,S6-54C:221Z I0Y & Well Date: 2 to A*N Reviewer- _ - - - - 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: A "GRID NORTH" BEARING OF N89'53'42"W ALONG THE SOUTH 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. 12111CO150 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 AND FALLS WITHIN THE RUAL CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11.iSURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND 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 �LORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL EOMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS 'FOR > USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORT14-.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: CESAR & MARCELLA MARTINEZ 15.'@ COPYRIGHT 2020 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 J. PIAZZA PSM, INC. B-06-20 *Z�L i! DATE OF FIELD SURVEY: 6-24-20 y .DATE OF SURVEY: 12-01-2Q ALEXANDER J. PIAZZA PSM, INC. _ Surveying • Mc1pP'ng • Consulting 619 SW Biltlrore Street ® Port St. Lucid, Florida 34983 Phone: (772) 340-7770 DATE: REVISIONS: BY: LBf7280 Fax: (772) 340-2250 ALEXANIE =J. PIAZZA PROFESFJ JAL', YOR AN4 MAPPER FLOR I DrOdMT I1FI E No. 6330 fs f. SIG i`•o.h.n+"'. BOUNDARY SURVEY CAD K:\BUILDERS\DWG2020\20-5691. 1" 17650 ORANGE AVENUE REF K:\ FLD CJM / RP FB. PG. JOB 20-5691 SEC 11, TWP 35S, RGE 38E OFF CJM DATE 12-01-20 PREPARED FOR CESAR & pAS�A h� IVIARCELLA MARTINEZ CKD AJP SHEET 1 OF 1 DWG D-950