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Home My WebLink AboutFINAL SURVEY, TOPO-214"10"14"6"7"6"9"10"8"7"22"6"6"9"12"6"13"15"8"28.228.228.228.2LIMITS OF CLEARING118.00'26.124.924.925.324.424.127.727.726.33'24.67'36.67'61.97'31.47'8.67'9.33'4.33'15.33'15.33'12.33'9.33'12.33'14.5'32.33'11.0'34.53'14.0'45.0'2.0'7.67'4.67'4.25'4.25'11.67'3.33'3.33'13.67'1 STORYSINGLE FAMILYRESIDENCEFFE= 28.804.67'9.0'2.0'78.67'32.56'32.56'274.27'20.10'20.10'100.06'17.33'12.20'0.67'0.67'POOLSPASCREENENCLOSEDPOOL DECKROOFCOVEREDPORCHPAVERSPAVERSPAVERSOPEN TILEDFIRE PIT24.924.928.4525.624.424.625.626.128.225.627.8CSCS2'X2'COLUMN2'X2'COLUMN16'ESBPROPANETANKDRAIN FIELDSEPTICSCOPAVERSWMWM12"X17" CMP20.01'272.43'INV= 22.86INV= 22.93TANKCSIRRIGATIONWELLCE1.0'45.16'61.70'14.69'15.32'41.01'SHEET:1 OF 1JOB NUMBER:19-2121BOUNDARY & TOPOGRAPHICALSURVEYTHE TERMANINI'SPREPARED FORAPPROVED BY:R. KEMERSONFIELD BOOK/PAGESSURVEY MAPDRAWN BY:BKSCALE:1" = 20'DATE:08/06/19S.C.08-10-20BY:GJSGJSGJSGJS09-05-1901-08-2008-19-1908-07-19DATE:FINALADD IRRIGATION WELLFORMBOARDREVISIONSREVISE PLOT PLAN TO COMMENTSPLOT PLANWeb Site: www.velconfl.comPORT ST. LUCIE, FLORIDA 34986590 NW PEACOCK BLVD, SUITE 8VELCON ENGINEERINGPHONE (772) 879-0477CERTIFICATE OF AUTHORIZATION NO. LB 8206& SURVEYING, LLCDRAIN FIELDTANKNORTHSTATE OF FLORIDA (PSM)#6285PROFESSIONAL SURVEYOR AND MAPPERROBERT F. KEMERSON=POSTED SIGN=LIGHT POLE=WOOD POWER POLE=WIRE PULL BOX=BACK-FLOW PREVENTOR=WATER METER=WATER VALVE=FIRE HYDRANT=SANITARY CLEAN-OUT=CURB INLET TYPE 6=SANITARY MANHOLE=DRAINAGE MANHOLE= YARD DRAIN= IRRIGATION VALVE= IRRIGATION CONTROL VALVEL E G E N D=BELLSOUTH TELEPHONE RISER=BELLSOUTH TELEPHONE MANHOLE=GREASE TRAP=TRAFFIC SIGNAL BOX=DOUBLE DETECTOR CHECK VALVE=FIRE DEPARTMENT CONECTOR=FIRE INDICATOR POST=ELECTRIC METER=GAS VALVE=CATCH BASIN=MITERED END SECTION=CONCRETE POWER POLE= ELECTRIC SERVICE BOX= AIR RELEASE VALVE= SANITARY VALVE24.3523.424.424.423.324.1624.425.2526.625.126.924.624.424.924.824.925.024.3424.1424.3824.2023.224.124.523.124.4127.026.125.926.524.824.725.124.924.924.724.725.026.525.4A B B R E V I A T I O N S L E G E N DILLEGIBLEILLP PLATPOINT OF COMPOUND CURVATUREPRESSURE CLEAN OUT (SANITARY) PERMANENT CONTROL POINTPARKER KALON NAIL AND DISKPARKER KALON NAIL AND TIN TABPOINT OF CURVATUREPAGEPARKER KALON NAILPOINT OF INTERSECTIONPLASTIC FENCEPLAT BOOKPC PCC PCO PCP PG PK PI PK&D PK/TT PF PB NATIONAL GEODETIC VERTICAL DATUMNORTH AMERICAN VERTICAL DATUMPROPERTY LINEOVERHEAD ELECTRICOVERHEAD UTILITYOVERHEAD EASEMENTOFFSETNUMBERNAIL AND DISKNAILMINIMUMMITERED ENDOFFICIAL RECORDNON-APPLICABLEOFFICIAL RECORD BOOKP/L OHE OHU OE O/S NGVD NO NAVD N&D N MIN MIT OR NA ORB MEAN HIGH WATER LINEMAN HOLEMEASURED MITERED END SECTIONMEASURED LICENSED SURVEYORLIGHT POLELICENSED BUSINESSLENGTH IRON PIPEIRON RODINVERT MHWL MH MEAS MES M LS LP LB L IP IR INV INTERSECTIONINT APPROXIMATEAPRXBMBENCHMARK DRAINAGE & UTILITY EASEMENTCONCRETE BLOCK STRUCTURE ELECTRIC SERVICE BOXELECTRIC METERENCROACHMENTEDGE OF WATEREDGE OF PAVEMENTELEVATIONDRAINAGE EASEMENTDUCTILE IRON PIPEDRAINAGE MANHOLEELEVATIONESB EM ENCEOW EP ELEV D.E. EL DMH DUE DIP CMCONCRETE MONUMENTCORRUGATED METAL PIPEDELTA ANGLECORRUGATED PLASTIC PIPE CORNER CONCRETE POWER POLEDRAIN FIELD CONCRETECLEAN OUTCOVEREDCONSTRUCTIONDEED INFORMATIONCONCRETE SLABCOVERED ENTRYCOVERED PORCHCMP COV D/F D ΔCORCPPCONC COCONST CPPIPECSCECOVPCULPEPPER & TERPENINGCENTERLINE CUT OUTCABLE TELEVISION BOXBARBED WIREBELLSOUTH TELEPHONE RISERBEARINGCHAIN LINK FENCECATCH BASIN CURB AND GUTTERCHORD CALCULATEDBACK OF CURBCL C/OCATVC&T BRGCHDC&G BW CBCBSCLF BSTC BOCBRIDAL PATH EASEMENTASPHALTBUILDING BACK FLOW PREVENTORBLOCK BFPBLDGASPBEBLKESMT EXT EXIST F FFE FH FND FPL HGW EASEMENTEXISTINGEXTENDEDFENCEFINISHED FLOOR ELEVATIONFIRE HYDRANT FOUNDFLORIDA POWER & LIGHTHOG WIRE A/CANCAPACAIR CONDITIONINGACRE ANCHOR ANCHOR POLE HYD ICV HYDRANTIRRIGATION CONTROL VALVEHEADWALL HW TELEPHONE RISERTRWOOD POWER POLEUNDER CONSTRUCTIONTRAFFIC SIGNAL BOXWP WV WPP WM WLWD VC UE UP WATER VALVEWELL POINTWATER METERWOODWATER LINEVALLEY CURBUTILITY EASEMENTUTILITY POLEU/C TYPTWP TSB TT TRANS TYPICALTOWNSHIPTIN TABTRANSFORMERPOWER POLEPROPOSEDPSM PP POB POC PLS PROP PRO PRM PRC PROFESSIONAL SURVEYOR & MAPPERPOINT OF COMMENCEMENTPOINT OF BEGINNINGPRORATED DISTANCEPROFESSIONAL LAND SURVEYORPERMANENT REFERENCE MONUMENTPOINT OF REVERSE CURVATURERANGESECTIONRIGHT-OF-WAYROD AND CAPRADIUSRADIUS POINTSIDEWALKSQUARE FEETPVC P.U.E. SEC RGE R/W R/C RCP RP RLS S/W SAN SBT SF STORYSANITARY VALVESWALESEPTIC TANKTAX MAPTOE OF SLOPETOP OF BANKTRAVERSE POINTSTY SV SWL ST TM TOB TOE TP SLP POLYVINYL CHLORIDEPRIVATE UTILITY EASEMENTREINFORCED CONCRETE PIPEREGISTERED LAND SURVEYORSANITARY SEWER MANHOLESOUTHERN BELL TELEPHONESTREET LIGHT SUPPORT POLEPSWL PLASTIC SWALEPTPOINT OF TANGENCYSCOSANITARY CLEAN OUTO/AOVERALLRRSRAILROAD SPIKEIP&PIRON PIPE & PLUGCURB INLETCIELECTRICAL CONTROL PANELECPDC"D" CURBDROP INLETDI"F" CURBFCFACE OF WALKFOWFACE OF CURBFOCGREEN AREAGAGRINDERGRDELECELECTRICHCHEADER CURBLIFT STATIONLFTSMAXMAXIMUMMONITORING WELLMWIWIRRIGATION WELLPAVEMENTPAVEVLTVAULTALUMINUMALDIAMETERDIAFIRE DEPARTMENT CONNECTIONFDCNTSNOT TO SCALELOCATIONLOCRRRAILROADTOP OF ASPHALTTAIDENTIFICATIONIDSANITARY MANHOLESMHFLORIDA EAST COAST RAILROADFECRRTELEPHONE MANHOLETMHGMHGAS MANHOLEGROUNDGNDMNMAGNETIC NAILP/C PROPERTY CORNERBRICK PAVERSBPSPCSTATE PLANE COORDINATESUNDER WATERUW MBMAIL BOXEDGE OF CONCRETEECURUTILITY RISERLAKE MAINTENANCE EASEMENTLMEHDPEHIGH DENSITY POLYETHYLENESLCRST LUCIE COUNTY RECORDSMETES AND BOUNDSM&BIRON ROD AND CAPIR&CIVIRRIGATION VALVERN 46°23'13" W 175.10'(M)N 46°25'51" E 175.00' (P)LOT 86OCCUPIEDF.F.E. 28.01NO SEPTIC OR WELL INTERFERENCEN 46°25'51" E 349.98'(M)FND PK&D(RP)LOT 96OCCUPIEDF.F.E. 27.73N 43°34'09" W 470.00' (P&M)EPEPSWALEBSTFND 5/8" IR&C ILLFND 1" IP & P ILLN 46°25'51" E 350.00' (P)SPENDTHRIFT LANE60' R/W20' PAVEMENTN 46°25'51" E 175.00' (P)N 46°24'16" E 175.07'(M)N 43°34'54" W 469.87'(M)N 43°34'09" W 470.00' (P)FND PK&D LB# 6018BM EL. 24.36FND 1" IP NO IDLOT 94OCCUPIEDF.F.E. 29.66FND 5/8" I.R. TP BM EL. 24.68LOT 9525.00' B.E.FND 1" IP & P ILLLOT 85OCCUPIEDF.F.E. 28.12NO SEPTIC OR WELL INTERFERENCE= OAK TREE= PALM TREE= PINE TREETREE LEGENDWELL10' UEPCP #3490N 46°25'51" E 175.00' (P&C)BST30'30'26.5= SPOT ELEVATION28.2= PROPOSED ELEVATION= FLOW ARROW25.15LEGAL DESCRIPTION:LOT 95, SABAL CREEK, PHASE 2, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 24, PAGE1, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.ADDRESS: 8047 SPENDTHRIFT LANEPORT ST. LUCIE, FLORIDANOTES:SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS-OF-WAY, OR OTHER RESTRICTIONS OF RECORD.A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.BEARINGS SHOWN ARE RELATED TO THE CENTERLINE OF SPENDTHRIFT LANE, AS SHOWN ON THE PLAT OFRECORD.LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4263, PAGE 2272, ST.LUCIE COUNTY PUBLIC RECORDS.ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: AB2479. STATION NAME CANAL C2413.HAVING A PUBLISHED ELEVATION OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD '88.)ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929(NAVD '29) BY ADDING 1.48 FEET TO THE NAVD ELEVATION.PROPERTY LIES IN A NON PRINTED F.I.R.M. PANEL 12111C0254 J (LOCATION NOT PRINTED), DATED 2/16/12.FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, ISPROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY.THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN.UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIESAND OR FEATURES MAY EXIST.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUNDIN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSEDSURVEYOR AND MAPPER.THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IF FEET.BOUNDARY SURVEY FIELD DATE: 8-05-19.FORMBOOARD SURVEY TIE IN FIELD DATE: 01-06-20.FINAL SURVEY FIELD DATE: 08-07-20.CERTIFIED TO: ZAFER TERMANINI; KLARA TERMANINI.26.27N:\Projects\2019\19-2121 Telese - Spendthrift Lot 95\19-2121 BNDY.dwg, 8/11/2020 2:23:54 PM, AutoCAD PDF (High Quality Print).pc3