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Home My WebLink About18-2061 LOT 2 FINALSSS26°14'51"E(P) 88.70'(P&C)S26°14'35"E(C)N23°38'16"W74.38'N24°19'38"W(P&C)87.36'(P&C)S25°38'18"E104.47'S.R. A-1-AATLANTIC OCEAN(PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHTOF WAY MAP SECTION 94060-2250)100' RIGHT OF WAY45' WIDE ASPHALT PAVEMENT5' U.E.P.B. 60, PG. 45' U.E.P.B. 60, PG. 415' L.B.E.P.B. 60, PG. 45' U.E.P.B. 60, PG. 4LOT 1BLOCK AQUEENS ISLAND PRESERVEP.B. 60, PAGE 4S26°14'51"E 3.20'(P)S26°14'35"E 3.21'(C)91.90'(P)39.65'(P&C)LOT 2BLOCK AQUEENS ISLAND PRESERVEP.B. 60, PAGE 415' L.B.E.P.B. 60, PG. 430' ACCESS & UTILITY EASE,MEMTP.B. 60, PG. 430'(OCCUPIED)4.4 4.84.54.910.59 . 110.810.310.511 . 8 9. 3 1 1 . 110.29. 012.29. 612.010.79. 2 11 . 5 8.910.39. 9 8. 7 1 1 . 4 9. 3 1 0 . 910.59. 5 1 0 . 8 ATT86.72'TRAN.8' CONC. WALKM.H.W.L.EL. 0.53', N.A.V.D. '88AS LOCATED ON 5/29/2018M.L.W.L.EL. -2.75', N.A.V.D. '88AS LOCATED ON 5/29/2018C.C.C.L.PER C.C.C.L. BOOK 26, PG.26A-26I, RECORDED 9/15/8847.27'(P&C)PALM11"PALM10"PALM11"PALM10"SF. = 33,595ACRES = 0.77WMFLOOD ZONE VE (EL 11)FLOOD ZONE AO (DEPTH 1')WMMESMES15"X24" RCPDENSE SEAGRAPEAREA2' VC0.5' HC(OCCUPIED)FND IR&C"LB 4431"FND IRN.:1156809.22E.:880466.82SITE BENCHMARKEL. 5.72N66°21'55"E 42.14'TO C.C.C.L. MEASUREDAT 90°45'CANOPY LIMITS(TYP.)CANOPY LIMITS(TYP.)CANOPY LIMITS(TYP.)LIMITSDUNE/SEAGRASSNATURAL DUNE TOP118.07'(P&M)165.30'(M)219.44'(P&C)SEAWARD LIMITSS.H.W.L.EL. 6.89, N.G.V.D. '295/2/05 PER P.B. 50, PG. 4S.H.W.L.EL. 5.45, N.A.V.D. '887.57.67. 8 7. 9 6.46.87.27.08.48.47.98.68.611 . 0 10.210.811.311 . 1 9.8 1 1 . 5 10.31 0 . 2 10.110.210.31 1 . 2 1 0 . 9 1 0 . 3 1 0 . 8 10.39.110.41 0 . 08.91 0 . 5 11 . 710.39. 9 1 0 . 211.111.51 1 . 2 1 0 . 1 10.710.89. 9 1 0 . 1 1 0 . 6 9.48. 7 11 . 3 10.91 0 . 09.510.311 . 3 11.711.411.212.113.49.111 . 6 11.711.61 1 . 7 1 0 . 1 1 0 . 1 10.44 3 468 8 910 1111 11 11 11 1010 111110 9 9 10 1098765543210-1-2N23°26'18"W 860.27'S89°20'49"W(P) 424.43'(P&C)N89°21'05"E(M)BRICK PAVERSBRICK PAVERS2' VCESBDENSE SEAGRAPEAREACANOPY LIMITS(TYP.)5' U.E.P.B. 60, PG. 414.80'N89°21'05"E(M)N89°20'49"E(P) 415.54'(P&C)M.H.W.L.EL. 2.0, N.G.V.D. '298/18/06 PER P.B. 60, PG. 4S23°58'20"E 83.98'(P&C)S23°58'04"E (C)115.21'(P)N24°19'38"W(P&C)CANOPY LIMITS(TYP.)N18°28'55"W(P) 84.04'(P&M)N18°28'39"W (M)FND IR NO ID110.20'(P)110.50'(M)47.27'(P&C)217.97'(P)217.67'(C)44.05'(P&C)LOT 3BLOCK AQUEENS ISLAND PRESERVEP.B. 60, PAGE 486.77'N23°26'18"W 860.27'FLOOD ZONE VE (EL 11)FLOOD ZONE XNATURAL DUNE TOPSEAWARD LIMITSDUNE/SEAGRASS86.77'N23°26'18"WN23°08'51"W 620.42'(P)'31.23'(P)WEST LINE LOT 2BASIS OF BEARINGSWEST R/W LINEFND IR&C"PSM 4971"SITE BENCHMARKEL.=5.28N.:1156968.68E.:880413.64N66°51'25"E 35.21'TO C.C.C.L. MEASUREDAT 90°84.03'(P) 84.05'(M)N18°28'55"W(P)N18°28'39"W (M)CONSERVATION EASEMENT(NO RECORDING INFORMATIONAVAILABLE)C.C.C.L.P.B. 18, PG. 8, RECORDED12/12/78, PER P.B. 16, PG. 21,MAP APPROVED 10/729.09.911.09.012.010.012.08.04.7850.0'5.3250.0'7.33'50.67'23.0'2.0'18.50'44.0'16.28'31.33'3.55'10.10'2.67'x2.67'3.0'2.67'x2.67'7.60'3.60'24.33'7.51'7.54'15.26'24.18'45.32'7.63'7.66'8.33'16'PAVERDRIVE6.0'PAVERSSTAIRSCOICVBALCONY37.19'41.63'23.01'21.50'7.75'COVP3 STORYSINGLE FAMILYRESIDENCEFFE= 24.00 N.A.V.D.OPEN POOL & DECKDECK EL= 23.65 N.A.V.D.GARAGEFFE= 9.00 N.A.V.D.4.95'12.08'POOL23.0'7.70'7.70'6.0'15.20'10.10'15.95'15.75'6.33'BALCONY18.56'15.50'6.0'8.18'16.70'4.55'25.75'4.40'7.10'2.85'21.59'5.0'CONC6.67'45.00'9.00.67' BRICKRETAININGWALL & STAIRSWALL EL= 12.14WALL EL= 11.830.71'0.74'SHEET:NOT TO SCALELOCATION MAPSUBJECT1 OF 1JOB NUMBER:18-2061SITEBOUNDARY & TOPOGRAPHIC SURVEY OF LOT 2, BLOCK A VENETIAN ADMISISTRATION, LLC PLAT OF QUEENS ISLAND PRESERVEAPPROVED BY:R. KEMERSONFIELD BOOK/PAGESN/ADRAWN BY:P.SUTHARDSCALE:1" = 20'DATE:5/24/18GJS 07-12-19 SC 12-21-21 BY: C.P.M. GJS GJS 06-05-19 12-11-18 06-27-18 DATE: STEM WALL FINAL FOOTER FORMBOARD REVISIONS PLOT PLAN FEMA TEXT REVISIONS Web Site: www.velcongroup.com PORT ST. LUCIE, FLORIDA 34953 702 S.W. PORT ST. LUCIE BLVD. VELCON ENGINEERING PHONE (772) 879-0477 CERTIFICATE OF AUTHORIZATION NO. LB 8206 NORTH & SURVEYING, LLCREGAL ROADA-1-AQUEENS ROAD MAJESTICWAYATLANTIC OCEANLEGAL DESCRIPTION:LOT 2, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.ADDRESS: 4416 HIGHWAY A-1-A FT. PIERCE, FLORIDACERTIFIED TO: VENETIAN ADMINISTRATION, LLCNOTES: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 WEST LINE OF LOT 2, PLAT OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLICRECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18°28'55"W.LEGAL DESCRIPTION PROVIDED BY CLIENT.ELEVATIONS ARE IN FEET AND RELATED TO NGS VERTICAL CONTROL POINT "N 633" ELEVATION=5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), ASTAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP LOCATED ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILESNORTH OF REGAL ROAD.PROPERTY LIES IN F.I.R.M. ZONE "X", "VE (EL 11)", AS SHOWN ON PANEL 12111C0093K, DATED FEBRUARY 19, 2020. FLOOD ZONES ARE APPROXIMATE AS SCALEDFROM FLOOD INSURANCE RATE MAPS.IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITEDWITHOUT WRITTEN CONSENT OF THE SIGNING PARTY.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA.NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.PUBLIC WATER & SEWER AVAILABLE.BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS OTHERWISE NOTED.THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.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.BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 05-24-18.FOOTER FORMBOARD SURVEY FIELD DATE: 06-04-19.STEM WALL SURVEY FIELD DATE: 07-10-19.FINAL SURVEY FIELD DATE: 12-20-21.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 D=AT&T 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 VALVEYRDMES7.2= SPOT ELEVATION= FOUND MONUMENT (AS NOTED)NGS CONTROL MONUMENTA-30(94-77)N:1150065.49'E:882771.97'NGS CONTROL MONUMENTA-29(94-77)N:1,147,644.03E:883,422.43N16°55'57"W9666.27'N17°52'07"W 9713.93'N18°51'57"W7210.88'N17°36'33"W7161.03'FOUND IR&C"PSM 4971"S.W. CORNERLOT 1, BLOCK AA B B R E V I A T I O N SASHP = ASPHALTBM= BENCHMARKBST = BELLSOUTH TELEPHONE RISER(C)= CALCULATEDC.C.C.L.= COASTAL CONSTRUCTION CONTROL LINECE = COVERED ENTRYCTV = CABLE TV RISERCL = CENTERLINECLF= CHAIN LINK FENCECM= CONCRETE MONUMENTCMP= CORRUGATED METAL PIPECONC.= CONCRETEE.= EASTINGEL = ELEVATIONELP= ELECTRIC PANELEP = EDGE OF PAVEMENTF.F.E. = FINISH FLOOR ELEVATIONFND. = FOUNDHC= HEADER CURBID = IDENTIFICATIONI.R. = IRON RODI.R.&C.= IRON ROD & CAPLB = LICENSE BUSINESSL.B.E. = LANDSCAPE BUFFER EASEMENTL.S.C.= LIFT STATION EASEMENT(M) = MEASURED DISTANCEM.H.W.L. = MEAN HIGH WATER LINEM.L.W.L. = MEAN LOW WATER LINEN.= NORTHINGN.A.V.D. = NORTH AMERICAN VERTICAL DATUMNGS= NATIONAL GEODETIC SURVEYN.G.V.D. = NATIONAL GEODETIC VERTICAL DATUMO.R.= OFFICIAL RECORDS(P) = PLAT DISTANCEPAVE. = PAVEMENTP.B.= PLAT BOOKPG.= PAGEPK = PARKER KALON NAILPK&D = PARKER KALON NAIL & DISKPSM= PROFESSIONAL SURVEYOR &MAPPERR/W = RIGHT OF WAYRCP= REINFORCED CONCRETE PIPESF.= SQUARE FEETS.H.W.L. = SEASONAL HIGH WATER LINETOE = TOE OF SLOPETOB = TOP OF BANKTRAN. = TRANSFORMERTYP.= TYPICALU.E. = UTILITY EASEMENTVC= VALLEY CURBWM = WATER METERΔ = DELTA OF CURVER = RADIUS OF CURVEL = LENGTH OF CURVE= PROPOSED GRADE9.0= FLOW DIRECTIONGJS 02-12-19 REVISE PLOT PLAN TO COMMENTS8.67= SPOT ELEVATION9.512.012.212.312.612.811.78.99.2GJS 01-06-22 ADD RETAINING WALLN:\Projects\2018\18-2061 Venetian Administration\18-2061 LOT 2 FINAL.dwg, 1/6/2022 10:16:13 AM, AutoCAD PDF (General Documentation).pc3