HomeMy WebLinkAboutBOUNDARY TOPOGRAPHIC SURVEY181.70'(P)181.34'(P)183.00'(P)N 89°09'00" E 289.50'(P)N 89°10'25" E 289.23'(M) PIPE TO PIPES 00°47'10" E 364.34'(P)S 00°45'21" E 339.67'(M)80.20'100.00'126.17'30.42'CONCDRIVECONCCONC WALKASPHALTDRIVECONCRETEDRIVECOVEREDCONCASPHALTCONCDRIVEFND 1/2" IPNO IDN 0.12', W 0.13'FND 5/8" R&CS.J. BROWNS 0.46',W 0.17'FND 5/8" IRNO IDS 0.23', W 1.68'FND 5/8" R&CPLS 3169S 0.17', W 0.48'FND PK&DRLS 2319BM EL= 16.18FND MN&DLB 6018BM EL= 16.33(L2)GARAGEFFE= 17.77A/C CSFND 1/2" IPNO IDW 0.40'FND PKNO IDEL= 17.14S 0.39'LOT 201 STORY ALUMINUMBUILDINGFFE= 18.53INDUSTRIAL 27TH STREET(80' R/W 24' ASPHALT)(OBSERVED)N 89°13'35" E 659.00'(P&M)INDUSTRIAL AVENUE ONE(100' R/W 24' ASPHALT)(PLATTED)S 00°47'10" E 414.26'(P&M)BLOCK 5LOT 1(OCCUPIED)LOT 2(OCCUPIED)N 89°13'35" E 289.50'(P)(L1)EPEPEPEPEPEPCLCLCLGREEN AREA30.42'126.17'100.00'80.20'MESMESMESMESSWALEYRDYRDSWALEEPEPCLSWALE1
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8 17.817.417.3 17.417.1 17.3 17.518.0 18.116.816.412.616.2916.5416.3416.616.916.616.8 17.016.716.816.913.816.5EPEPCLSWALE17.4 17.017.216.517.0 16.217.318.1 D/FSEPTICOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEBOLLARDS12'X 18' INV EL= 14.1312'X18' INVEL= 14.1428'X 28' INVEL= 13.1128'X 28' INVEL= 13.15INV EL= 11.86INV EL= 12.20COMESMES12'X 18' INVEL= 14.3812'X 18' INV EL= 14.1415.81
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WV6' CLF CORE 0.7'6' CLF CORS 0.8', E 1.1'6' CLF INTS 2.4', W 0.9'6' CLF ENDW 0.5'6' CLF ENDW 0.1'6' CLF ENDW 0.7'6' CLF ENDE 0.4'6' CLF6' CLF4' AL/FGATE E 0.7'4' AL/FGATE E 0.3'FND 5/8" IRNO IDW 0.13'17.4317.4517.5017.5817.5818.2218.2618.2118.2416.021
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1 17.7117.7717.3516.2316.0015.8115.5616.0317.6517.7017.4217.3617.7417.5217.6917.8217.8717.8217.9218.1417.8917.7517.6616.9916.9617.1517.3017.86LOT 1915.531
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816.7816.5917.1616.6016.3116.2515.4515.4515.4216.2016.1215.2915.4815.1615.2015.5515.3116.0716.4216.0615.3715.4615.7315.9915.4415.2815.1215.381
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417.418.017.317.416.9 17.217.1FHYD(C1)89.31'19.77'19.56'149.21'149.15'40.63'40.53'99.94'99.84'223.93'223.92'109.36'109.46'S 00°47'10" E 364.70'(P)S 00°47'14" E 364.58'(M)183.00'(P)INDUSTRIAL AVENUE 3(100' R/W 24' ASPHALT)(OBSERVED)INDUSTRIAL AVENUE SIX(80' R/W 24' ASPHALT)(PLATTED)LOT 3(OCCUPIED)LOT 18(OCCUPIED)(BEARING BASIS)S 00°47'10" E 1958.31'(P)S 00°47'10" E 1958.48'(M)N 89°13'35" E 329.50'(P)N 89°09'33" E 329.50'(M)(PC) FND 5/8" R&CLB 8206N 89°13'35" E 264.51'(P)N 89°13'35" E 264.64' (M)(PT) FND 5/8" IRNO IDS 0.35', W 0.22'DCDCDCDCDCDCDCDCDCDCDC48'X 36' RCPFORMBOARDTOP OF FORMSEL= 18.2019.00'19.00'30.33'30.33'168.63'168.60'80.64'80.71'165.47'24.99'189.86'189.79'FND PK&DRLS 2319S 0.17'FND PK&DRLS 2319EL= 18.00SHEET:1 OF 1JOB NUMBER:21-1028APPROVED BY:R. KEMERSONFIELD BOOK/PAGESPLANSDRAWN BY:HNSCALE:1" = 30'DATE:03/04/22BY:
HN 03-30-22
DATE:REVISIONS
FORMBOARD
Web Site: www.velconfl.com
PORT ST. LUCIE, FLORIDA 34986
VELCON ENGINEERING
PHONE (772) 879-0477
CERTIFICATE OF AUTHORIZATION NO. LB 8206LEGAL DESCRIPTION:LOTS 19 AND 20, BLOCK 5, AIRPORT INDUSTRIAL PARK, UNIT ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 12, PAGE 40, PUBLICRECORDS OF ST. LUCIE COUNTY, FLORIDA.ADDRESS: 2701 INDUSTRIAL AVE 3 FORT PIERCE, FL. 34946NOTES: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.ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK "PAUL", HAVING A PUBLISHED ELEVATION OF 4.31 METERS CONVERTED TO14.14 FEET NAVD (NORTH AMERICAN VERTICAL DATUM). ALL OTHER ELEVATIONS ARE RELATIVE THERETO.BEARINGS SHOWN HEREON ARE BASED UPON A PLATTED MERIDIAN, ALONG THE CENTERLINE OF INDUSTRIAL 27TH ROAD, HAVING A PLATTEDBEARING OF S 00°47'10" E. ALL OTHER BEARINGS ARE RELATIVE THERETO.PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 12111C0176K, DATED 02/19/20. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOODINSURANCE RATE MAPS. NO BASE FLOOD ELEVATION SHOWN ON FEMA MAP.IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, ISPROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY.UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIECOUNTY, FLORIDA.NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.THE EXPECTED USE OF THE SURVEY AND MAP IS COMMERCIAL.ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET.ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS.LEGAL DESCRIPTION FROM WARRANTY DEED, AS RECORDED IN OFFICIAL RECORD BOOK 4699, PAGE 107. PUBLIC RECORDS OF ST LUCIE COUNTY,FLORIDA.COORDINATES WERE ESTABLISHED BY GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) REAL TIME KINEMATICS (RTK) USING FLORIDA DEPARTMENTOF TRANSPORTATION - FLORIDA PERMANENT REFERENCE NETWORK (FDOT - FPRN) WITH REDUNDANCY OF MEASUREMENTS PERFORMED. ALLHORIZONTAL ACCURACY IS 0.05 FOOT PLUS OR MINUS.ELEVATIONS WERE ESTABLISHED BY GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) REAL TIME KINEMATICS (RTK) USING FLORIDA DEPARTMENTOF TRANSPORTATION - FLORIDA PERMANENT REFERENCE NETWORK (FDOT - FPRN) WITH REDUNDANCY OF MEASUREMENTS PERFORMED. ALLVERTICAL ACCURACY IS 0.10 FOOT PLUS OR MINUS.LOT CONTAINS 105,391 SQUARE FEET OR 105,391± ACRESBOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 03/03/22.LAST DATE OF DATA ACQUISITION (BOUNDARY AND TOPOGRAPHIC SURVEY): 03/03/22.FORMBOARD SURVEY FIELD DATE: 03/30/22.CERTIFIED TO: SFW GROUPSTATE 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= SPOT ELEVATION= 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 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 BOOK(PC) PCC PCO PCP PG PK PI PK&D PK/TT PF PB NATIONAL GEODETIC VERTICAL DATUMNORTH AMERICAN VERTICAL DATUMPROPERTY LINEOVERHEAD UTILITYOVERHEAD EASEMENTOFFSETNUMBERNAIL AND DISKNAILMINIMUMMITERED ENDOFFICIAL RECORDNON-APPLICABLEOFFICIAL RECORD BOOKP/L 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 CURB AND GUTTERCHORD CALCULATEDBACK OF CURBCL C/OCATVC&T BRGCHDC&G BW CBCBSCLF BOWC BOCBUFFER EASEMENTASPHALTBUILDING BACK FLOW PREVENTORBLOCK BFPBLDGASPBEBLKESMT EXT EX. FNCFFE FH FND FPL HGW EASEMENTEXISTINGEXTENDEDFENCEFINISHED FLOOR ELEVATIONFIRE HYDRANT FOUNDFLORIDA POWER & LIGHTHOG WIRE A/CANCAL/FACAIR CONDITIONINGACRE ANCHOR ALUMINUM FENCEHYD ICV HYDRANTIRRIGATION CONTROL VALVEHEADWALL HW TELEPHONE RISERTRWOOD POWER POLEUNDER CONSTRUCTIONTRAFFIC SIGNAL BOXWP WS WPP WM WLWD VC U.E. UP 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 SWALE(PT)POINT OF TANGENCYSHPSHIP SPIKE OR BOLTO/AOVERALLRRSRAILROAD SPIKEIP&PIRON PIPE & PLUGCURB INLETCIELECTRICAL CONTROL PANELECPDC"D" CURBDROP INLETDI"F" CURBFCFACE OF WALKFOWFACE OF CURBFOCGREEN AREAGAGRINDERGRDELECELECTRICHCHEADER CURBLINE INFORMATION(L1)MAXMAXIMUMMONITORING 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-CAPYRDYARD DRAINROOF LINERFLIRRIRRIGATIONMN&DMAGNETIC NAIL & DISKYRDMES& SURVEYING, LLC
1449 NW COMMERCE CENTRE DRIVECURVE CHART(C1)L= 39.26'(P)R= 25.00'(P)Δ= 89°59'15"(P)L= 38.70'(M)R= 25.00'(M)Δ= 88°41'34"(M)INDUSTRIAL 29TH STREET(OBSERVED)INDUSTRIAL AVENUE FIVE(PLATTED)INDUSTRIAL AVENUE 2(OBSERVED)INDUSTRIAL AVENUE THREE (PLATTED)LINE CHART(L1)S 00°47'10" E 50.00'(P)S 00°37'56" E 49.61'(M)(L2)N 89°10'25" E 40.00'(P)N 89°10'25" E 40.40'(M)S 00°47'10" E 1544.05'(P)S 00°47'10" E 1544.22'(M)N 89°13'35" E 329.50'(P)N 89°17'37" E 329.50'(M)1
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BOUNDARY AND TOPOGRAPHIC
FOR BLUEFIELD GROVE
LYING IN SECTION 29, TOWNSHIP 34S, RANGE 40E
ST. LUCIE COUNTY, FLORIDA1" =(SCALE IN FEET)GRAPHIC SCALE03030603015I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY AND TOPOGRAPHIC SURVEY OFTHE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MYKNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON MARCH 03, 2022. IFURTHER CERTIFY THAT THIS BOUNDARY AND TOPOGRAPHIC SURVEY MEETS THESTANDARD OF PRACTICE AS SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDABOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027.OVERHEAD ELECTRICOHE N:\Projects\2021\21-1028 Florida Specialty Precast\Survey\21-1028 BNDY.dwg, 3/30/2022 1:06:47 PM, AutoCAD PDF (General Documentation).pc3