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HomeMy WebLinkAboutBOUNDARY TOPOGRAPHIC SURVEYxq x \ ° \ h \ \ � � :.�.. �� � r I tieA tio• A \ \ I \ 1 I • \ \ x 9 x \ > -1 CP x •� oaqp�cp.(� LOT BLOCK A 1 \ "O QUEENS ISLAND PRESERVE -.a • PALM A \ \ \ r q x �% �'%� �p P.B. 60,., PAGE 4 tie FND IR&C 0 1 \ \ \y x^ \ o ° \CA (VACANT) \ \ PSM 4971' a• \ \ \ �" titi. £ SITE BENCHMARK - \ \0. x \ Et;Al b \..., N89021'05"E(M) ' N.:1156958b8 \ \\ `\ 5' u.E. N, N oN89`20'49"E(P) 415.54'(P&C) .:1146413.64 PB 60 PG 4 \ \ �O FNDIR" V ti r titi' a� N66�51 25"E ! 35.21 ' V A TO C.C..L. MEASURED a '\ AT 90° \ \ 50 .0 \ \ ' a o? h0 \ p 01A°/p A t O�qo �i • P � � S m - m a Z > b , trPt r1 N m>1 9.A O\ O"n f •Anv \� A a T% ^ A> mm m 4, .. q titi• o 217.97'(P) . 1 ------- O _ xQ 7.5' BUILDING - \ P�41.�i �'`= v 3 110.20' P \ x 217 6 () T C 27'(P&C) � PALM A. IrP ti �q. � s.o �d10.50 (M) � .�'�0 9t NE �.• A -'.` 50.6T ' SETBACK LI I b 1 PROPOSED q�_ ro \ xtio• rx�� GARAGE x w \, ): \• , \ o'! G> \ PROPOSED to FFE= 9.00 N.A.V.D. o \ O b5b b „� A 16' PAVER 1 SEAGAPE 16.0' ti° q p? 9 \ �o. �,1b - O` DRIVE , x AREA ti \ o p(tio �ANOp �� xtio \\ \ r ��ENSE SEAGAPE \* IN- N N M 4.67' i� c• 7.33'i\ titi' 10.0 x �P�,M�S ; 1 \ AREA \ V 2.67'x ••O1 \ 6.0' ,10. .) og / \ \'3\,i \ ` 1 wG �� \NA 3b55 2.67' r.0 -1 m :r.o .xti C'Z�' �• \� off\ o sr o > o °o N \ �o °o LOT 2 ti\ �k 1�cl $G� \m c+ a$ 2.83' A o gtitK o \ o•„ti1. .. bq x Py o BLOCK A \ \ A$ o � m m m " o ° o .° 'xq c� �oy� QUEENS ISLAND PRESERVE V ti 1 r� q m N Voo N 2� a.67' $ o goo x �\ vzD� o m P.B. 60, PAGE 4 >L 3� �� A'° .i 'o�, r•• O 0�' .�oti 9 - q qb . SF. = 33,595 •y0' V A ` A h )B( 'ACRES = 0.77 �( \ O• u, ;�' \ c So.- Tx w `! m r^ p( 2.0' o ' \ �, d � 2.33 r ry x x+y o. 0 3.33' PROPOSED ti- A ti `aa\`(VACANT) \ r\ 2.67' �• ` n, SINGLE FAMILY \ti0� 12.0 x�h nrr o\ PALM Ia, °' RESIDENCE w \ v v_ FFE= 24.00 N.A.V.D. y DENSE SEAGAPE q x ess NO o e.o s.o 12.o i AREA `°. \ \ \ tRAN' m 4.6T aao 589"20'49"W(P) 424.43'(P&C) CANOPY (TYLIMITS „ti `s >pr0 f 4 q v '�. 25.0 �/`I L . RND IR& o , .. io M I 6, .0 47.2T(PbC) \ 165.39'(M) SDo v o V yWA 5 VIE, 1 - �\ n 5' U.E. FND IR \ P.B.,60/IPG\4\ ° 1 � , .8. 60, PG. 4 \ 4 N.i1156809.22 \ \ \ \ I� I 11 1� i 1b " PALM x\^ E 880466.82 \ \ y y •o \ x x r 10 \ 51\TE BENCHMARK \ \ m La w \\ EL572 N660'155'E 42.14 \ TO C.C.0 MEASURED \- AT 90 \ \ \ \ �• i S! m \ °'• p ra FOUND IR&C r, PSM4971" �/Z1 m11 S.W. CORNER LOT 1, BLOCK A u• I 1 � a� G h�•Yt NGS CONTROL MONUMENT NGS CONTROL MONUMENT A-30(94-77) A-29(94-77) N:1150065.49' N:1,147,644.03 E:882771.97' E:883,422.43 ABBREVIATIONS A5HP = ASPHALT O.R. = OFFICIAL RECORDS BM = BENCHMARK (P) = PLAT DISTANCE BST = BELL50UTH TELEPHONE RISER PAVE. = PAVEMENT (C) = CALCULATED P.B. = PLAT BOOK C.C.C.L: COASTAL CONSTRUCTION PG. = PAGE CONTROL LINE PK = PARKER KALON NAIL CE = COVERED ENTRY PK&D = PARKER KALON NAIL & DISK CTV = CABLE TV RISER PSM = PROFESSIONAL SURVEYOR & CL =CENTERLINE MAPPER CLF = CHAIN LINK FENCE R/W = RIGHT OF WAY CM = CONCRETE MONUMENT RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE SF. = SQUARE FEET CONC.= CONCRETE S.H.W.L. = SEASONAL HIGH WATER LINE E. = EA5TING TOE = TOE OF SLOPE EL = ELEVATION TOR = TOP OF BANK ELP = ELECTRIC PANEL TRAN. = TRANSFORMER EP = EDGE OF PAVEMENT TYP. = TYPICAL F.F.E. = FINISH FLOOR ELEVATION U.E. = UTILITY EASEMENT FND. = FOUND VC = VALLEY CURB HC = HEADER CURB WM = WATER METER ID = IDENTIFICATION A = DELTA OF CURVE I.R. = IRON ROD R = RADIUS OF CURVE I.RAC.= IRON ROD & CAP L = LENGTH OF CURVE LB =LICENSE BUSINESS L.B.E. = LANDSCAPE BUFFER EASEMENT s.o = PROPOSED GRADE L.S.C. = LIFT STATION EASEMENT = FLOW DIRECTION (M) = MEASURED DISTANCE M.H.W.L. = MEAN HIGH WATER LINE M.L.W.L. = MEAN LOW WATER LINE N. = NORTHING N.A.V.D. = NORTH AMERICAN VERTICAL DATUM NGS = NATIONAL GEODETIC SURVEY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM Ij1Y alti A " x rn N89 21 05 ELM) titi. �tih. b c _.. 7 ° 318.07'P$M rn i 111 O r a7 AVA. P:. 141..SETBUIKLDit'J� x 'L \ \ 0 219 �'(P$C) q IL xti.'- (/7 i Pa / \ x _ xti• P\- a x� ° o o. (.?t4 ��qh'\ 1 titi. w ti x \ xti xti xti°q , x / x I A, \qh LOT 1 �s, %titi \\ % \ BLOCK A b°y QUEENS ISLAND PRESERVE r-o<G. P.B. 60, PAGE 4 / . x..... x1�� .y0(VACANT) `x LEGEND - = POSTED SIGN ATT = AT&T TELEPHONE RISER = LIGH-i POLE ® = BELLSOUTH TELEPHONE MANHOLE O = WOOD POWER POLE © = GREASE TRAP 19 = WIRE PULL BOX TS = TRAFFIC SIGNAL BOX i B i� = BACK -FLOW PREVENTOR Dwv = DOUBLE DETECTOR CHECK VALVE WM ■ = WATER METER FDC = FIRE DEPARTMENT CONECTOR Pa = WATER VALVE FN = FIRE INDICATOR POST = FIRE HYDRANT E0 = ELECTRIC METER co = CLEAN -OUT Ga = GAS VALVE ®= CURB INLET TYPE 6 = CATCH BASIN ® = SANITARY MANHOLE ® = MITERED END SECTION ® = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE 0 = YARD DRAIN ED = ELECTRIC SERVICE BOX 1pd = IRRIGATION VALVE ® = AIR RELEASE VALVE i�v = IRRIGATION CONTROL VALVE rx = SANITARY VALVE *^y = SPOT ELEVATION 0= FOUND MONUMENT (AS NOTED) LEGAL DESCRIPTION: LOT 2, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4416 HIGHWAY A-1-A FT. PIERCE, FLORIDA CERTIFIED TO: VENETIAN ADMINISTRATION,LLC SUBJECT SITE - MAJESTIC WAY REGAL ROAD q \ \ \ \ \ \ LOC oTIONLMAP T TO SCA \ x1o3 xtiob \\� \ xq0\\'\\ xti' \ •\\ ' r0 tp \ •\\� \ \ \ \ N24'19'38"W(P$C)' r✓ \ \ \ 14.80! ' , A \ \ \ \ \ \ tioti by \qb �� A �oy Ae \ ti0 ti� 744.05'(P4C) x \ •\ A (PtQ \ \ y 7w1� \U 4'qN uN�Q 0A \ o V. V A \ V \\\ e \� m> `k,) q \ e 4) ti ��m�q c wt xq \ x\ x� \VA \'1� \\ Agga\xti• x��o�',� x x \ X O�, o \ \ O CONSERVIVTION EASE,MEMT\ ''"� e A r✓ o QA �w�i_(NO RECORDING INFORMATION, AVAILABLE) °e N A q' �Py b• a s b• ti' \ R° y\�' �i0o \ c \ � \ , 6-14411E 3.20'(P) ��� \ ,r , 5 14 35 3 21 C 26 E O q 0 39.65!(P&C) o 1. 9 0 1 7 ol, \ \ x1 \ O• qa x qy x x \ \ \} x x\ s x\ x x h oh tioP \ �� \ 1� �' �botie'as ww',�r oy• x 3p tiN qq xq xti x \\ \\x yp\ y \\ \ x x \ v NOTES: 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 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18028'55"W. LEGAL DESCRIPTION PROVIDED BY CLIENT. ELEVATIONS ARE IN FEET AND RELATED TO NG5 VERTICAL CONTROL POINT "N 633" ELEVATION=5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A STAINLESS 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 MILES NORTH OF REGAL ROAD. PROPERTY LIES IN F.I.R.M. ZONE "X", WE (EL 14)", "AO (DEPTH 1')" AND "AO (DEPTH 2')", AS SHOWN ON PANEL 1211C0093J, DATED FEBRUARY 16, 2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM 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 PROHIBITED WITHOUT 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. SCAU, >t. Lucie Cou r, qq``y s J oe ;J N 00 HLu a IQa (L U 0 -1 J V) �I m H H 0.N N �pW tL D Q 1�{• 0 LL L 4 0 Q aW W z 3 o Z z Z �S o I- Lu N 8 i � m L.._ V DRAWN BY: P.SUT_HARD APPROVED BY: R. KEMERSON...._..... SCALE: -- V=20' DATE: 5/24/18 FIELD BOOK/PAGES N/A JOB NUMBER: 18-2061 SHEET: IOF1 RECEIVED AUG 0 , 1019 mitting Departmc. St, Lucie County cts\2018\18-2061 Venetian Administration\18-26.-. LOT 2 BNDY.dwg, BNDY TOPO, 8/1/201910:21:05 , _. , Velcon Eng & Surveyors, (772)879-0477 ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS, �ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285