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Home My WebLink AboutFormboards survey_LOT 3LOT 4(OCCUPIED)FFE= 29.85LOT 2(OCCUPIED)FFE= 27.90LEGEND DRIVE(60' R/W)60' RP(PT)(PI)(PC)NOT INCLUDED ORB 680, PAGE(S) 1257-126310' UE10' UEFND PK&DPCP 4363IN C/ONOT FNDNOT FNDXXXNOT FNDFND 5/8" R&CILLS 0.45', E 0.05'F N D 5 / 8 " R & C IL L S 0 . 1 6 ' , W 0 . 1 3 'C3CURVE CHARTC1Δ= 35°03'40" (P)R= 120.00'L= 73.43'C2Δ= 24°01'40" (P)R= 120.00'L= 50.32'C3Δ= 28°44'36" (P)R= 60.00'L= 30.10'Δ= 28°33'32" (M)R= 60.00'L= 29.91'C4Δ= 08°57'44" (P&M)R= 709.13'L= 110.92'N O N - R A D I A L S 3 2 ° 4 4 ' 5 4 " W 8 2 . 6 6 ' ( P ) S 3 2 ° 4 0 ' 5 5 " W 8 2 . 6 0 ' ( M )RADIALS 73°19'28" W 138.98' (P)S 73°18'21" W 139.27' (M)FND 5/8" R&CILLS 0.13', W 0.27'FND 5/8" R&CLB 7025FND 5/8" R&C RLS 4363C4RADIALN 82°17'14" E 181.60' (P&M)NON-RADIALN 00°02'06" W 177.80' (P)N 00°02'00" W 178.25' (M)FND 5/8" IR NO IDBMEL= 24.81 NAVDSET R&C TPNO IDBMEL= 27.41 NAVD2' VC2' VC2' VC2' VCDCDCLANDSCAPEDISLAND 2' VC2' VCASPHALTASPHALTCATVHYDWSCOCOCOCONCDRIVEEXISTINGCONC DRIVEN 1.4'EXISTING25.7025.5725.4925.37 25.7525.8626.1926.26 26.2526.3726.226.226.126.826.9 27.2 27. 6 27.027.127.227.328.126.726.526.62' VCPARCEL 9EXISTINGCONC DRIVEN 7.9'CLCL2' VCGRASSANDLANDSCAPEDAREAC1C2L1 LINE CHARTL1N 17°38'26" E 24.50' (P)L2N 45°48'50" E 60.00' (P)N 45°48'06" E 59.81' (C)L3N 17°04'14" E 60.00' (P)N 17°14'52" E 59.60' (C)L2 L3 10' UE10' UELOT 4PARCEL 910' UE27.383.50'24.17'33.67'5.0'11.58'37.42'17.25'18.92'17.50'9.19'7.0'CSFORMBOARDTOP OF FORMSEL= 28.8130.25'44.83'48.06'29.99'30.00'57.48'58.37'12.0'0.33'0.90'0.33'27.22'33.09'(PI)LAND INGS D R IV EFND PKNO IDIN C/OSHEET:1 OF 1JOB NUMBER:20-2194APPROVED BY:R. KEMERSONFIELD BOOK/PAGESPLANSDRAWN BY:SCSCALE:1" = 20'DATE:09/28/20BY: SC SC 10/11/21 05/17/21 DATE:REVISIONS FORMBOARD REMOVED EASEMENT LABEL AND ADDED NOTE Web Site: www.velconfl.com PORT ST. LUCIE, FLORIDA 34986 590 NW PEACOCK BLVD, SUITE 8 VELCON ENGINEERING PHONE (772) 879-0477 CERTIFICATE OF AUTHORIZATION NO. LB 8206LEGAL DESCRIPTION:LOT 3, PARCEL 9, PLAT OF FAIRWAY LANDINGS ACCORDING TO THE PLAT THEREOFRECORDED IN PLAT BOOK 28, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA.ADDRESS: 9640 FAIRWOOD COURTPORT ST. LUCIE, FLORIDA 34986NOTES:SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS-OF-WAY, OR OTHERRESTRICTIONS OF RECORD.A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.BEARINGS SHOWN ARE BASED UPON A PLATTED MERIDIAN ALONG THECENTERLINE OF FAIRWOOD COURT, HAVING A PLATTED BEARING S 37°17'54" E. ALLOTHER BEARINGS ARE RELATIVE THERETO.LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK3953, PAGE 788, PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA.ELEVATIONS ARE IN FEET AND RELATED TO THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD '88).PROPERTY LIES IN F.I.R.M. ZONE "X", AS PER MAP NUMBER 12111C0260J, DATED2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCERATE MAPS.IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEYMAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUTWRITTEN CONSENT OF THE SIGNING PARTY.UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONALSUBSURFACE UTILITIES AND OR FEATURES MAY EXIST.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THISSURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA.NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDALICENSED SURVEYOR AND MAPPER.PUBLIC WATER & SEWER AVAILABLE.THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITEDSTATES STANDARD USING FEET.ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES,MINUTES AND SECONDS.THE EASEMENT SHOWN ON THE PLAT OF FAIRWAY LANDINGS, RECORDED IN PLATBOOK 28, PAGE 17, SAID EASEMENT NOTED AS A 30' LANDSCAPE BUFFER IS NOTSHOWN ON THIS SURVEY PER HOME OWNERS ASSOCIATION REQUEST.LOT CONTAINS: 26,943 SQUARE FEET.BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 09/25/20.FORMBOARD SURVEY FIELD DATE: 10/07/21.CERTIFIED TO: NANCY AND JOSEPH DELACH; MIDFLORIDA CREDITUNION ISAOA, ATIMA PRIME TITLE SERVICES, LLC., OLD REPUBLICNATIONAL TITLE INSURANCE CO.STATE 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=CLEAN-OUT=CURB INLET TYPE 6=SANITARY MANHOLE=DRAINAGE MANHOLE= YARD DRAIN= IRRIGATION VALVE= IRRIGATION CONTROL VALVEL E G E N DHYD=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 VALVEA 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 WIREBACK OF WALKBEARINGCHAIN LINK FENCECATCH BASIN CURVE INFORMATIONCHORD CALCULATEDBACK OF CURBCL C/OCATVC&T BRGCHDC1BW CBCBSCLF BOWC BOCBUFFER EASEMENTASPHALTBUILDING BACK FLOW PREVENTORBLOCK BFPBLDGASPBEBLKESMT EXT EX. FNCFFE 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 WS WPP WM WLWD VC UEUP WATER SERVICEWELL 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 SMHSBT SF STANDARDSANITARY VALVESWALESTORYTAX MAPTOE OF SLOPETOP OF BANKTRAVERSE POINTSTDSV SWL STUTM TOB TOE TP SLP POLYVINYL CHLORIDEPRIVATE UTILITY EASEMENTREINFORCED CONCRETE PIPEREGISTERED LAND SURVEYORSANITARY SEWER MANHOLESOUTHERN BELL TELEPHONESTREET LIGHT SUPPORT POLEPSWL PLASTIC SWALEPTPOINT OF TANGENCYSHPSHIP SPIKE OR BOLTO/AOVERALLRRSRAILROAD SPIKEIP&PIRON PIPE & PLUGCURB INLETCIELECTRICAL CONTROL PANELECPDC"D" CURBDROP INLETDI"F" CURBFCFACE OF WALKFOWFACE OF CURBFOCGREEN AREAGAGRINDERGRDELECELECTRICHCHEADER CURBLIFT STATIONLFSTMAXMAXIMUMMONITORING WELLMWIWIRRIGATION WELLPAVEMENTPAVEVLTVAULTALUMINUMALDIAMETERDIAFIRE DEPARTMENT CONNECTIONFDCNTSNOT TO SCALELOCATIONLOCRRRAILROADTOP OF ASPHALTTAIDENTIFICATIONIDSANITARY SEWERS.S.FLORIDA 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&BIRRIGATION CONTROL VALVEICVIVIRRIGATION VALVERSEPTIC TANKST PARKINGPRKGHCPHANDI-CAPWV WATER VALVEROOF LINERFLIRRIRRIGATIONMN&DMAGNETIC NAIL & DISKYRDMES& SURVEYING, LLCFAIRWOOD COURT(30' R/W 20' ASPHALT )S 37°17'54" E 336.20' (P&M)(BEARING BASIS)BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED FOR RJM CUSTOM HOMES, INC.LOT = 26,943 SQUARE FEET = 100%HOUSE, GARAGE, ENTRY, AND COVERED AREA = 3,887 SQUARE FEET = 14.4%DRIVE IN LOT = 2,694 SQUARE FEET = 10%EQUIPMENT PADS = 40 SQUARE FEET = 0.2%OPEN SPACE = 20,322 SQUARE FEET = 75.4%N:\Projects\2020\20-2194 RJM Homes - Fairwood\20-2194 BNDY SPECIAL HOA.dwg, 10/11/2021 10:02:01 AM, AutoCAD PDF (General Documentation).pc3