Loading...
HomeMy WebLinkAboutBOUNDARY SURVEYFOUND IR&C "LB 4971" N.W. CORNER LOT 10, BLOCK A P.B.ao v�. a xq�� \ \ \ NOT TO SCALE ✓ 1 \ \ \ \ LOCATION MAP q ✓ I \ o I titi \ \ h \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ °\x\ x \ � \\jg\x \ xx\ xxLOT19 N \ ^q \BLdCK ATii- b�l`o a \ 1 I m� U I QUEENS :GSLAND PRESERVE n p �a p I xo o A 1 P.B.'60, PAGE 4IU.E. �` O O I ✓ -z '°,� A II \NO B�IILDLNGS \ \ A \'�5'L.B.E. m2 P.B. O,PG.4 O o a ti \ �\ \ \ \ \ \ \ti'P.B. 60,IPG. 4 \ �'\\�( p0. \p1 \ \ 78(WM NoA s yqo _,.,1titi./ ;, A ti ti�::— V » p1�( \ x o 10 E.2x ✓ ✓QP.B.60�PG.4 \ � V \I.✓o A .� ', a V ow q\P\N8J°21'05"E(M) 379.95'(P&C)110.22'(P&M) I r u \ \FND IRgC \ I \\ \ titi N89°20'49"E(P) h \ ti \ 9\ \ 39tiN I "'CoLB 4431 I q \ 4 \ bP�. A x a47 27 (P&C) \ 62.95'(P&C) I 3 20 .90'(P&C) b M b.s x \ \ x\\°. -..ti. \q \ \ - tr \ \ \ \ 1 \ N "O \ \ \ \ \ \ \ 7RbO• \ \ \ \ \ 110 CgN\5ERVATION EA5EME\ \ \ \\\ 1 \ \ \ (p 33j (NOpECORDING INFORMATI�N m' s p \ \ \ \ 9 \ "° ✓ \ \ \ ,Yp)11 \ ti \ AVAILABLE) DENSE SEAGAPE \\\\ \ 'h0• . �'6 ✓N wOr; T\ \ Ae= \�(Z� o`\ bCONCRETE SLAB o ' \� ,\ \ � \ \ y EL= 9.00 N.A.V.D. \ \ I I \ q N—5\EAGR> 55 LIMITS/ \ \ \ q N \ \\ f \ TOP NA URAL DUNE \ \pOoa-1` \\ \ \\\\ .\ \ \ 3.08' \ \ \\\w�', \\ 1 \ i — —,1 DENSE SEAGAPE -_. 'aN/\\\ \ \\ ✓ �S \ \ \ °'.c'\. \ \ \ vNu,'ai \ v Av \ I 1„ti° V < I, V A \ \ \\ V A V A\�� \ c m w o A A o��e \ ti AREA \ \ \ \ \^^ C� T' r \ a\ \ \ \ \ h °. h\ e \ \ \ \ \ b \ ti x4' \ \ : o x s 53 Z I 7.08' \ I titi . x \ \ o . \ xq LOT 8 \ \ \ \ \ N \ \ $ \ x b \ I \ 6 9 q\O 1 .tip' x \ ti \ BLOCK A \ ' .o° w\ b0 \ \ \ \ N o V A\ \ w I o x1 x. V Iq�>r \ xti \,� V A\ o A ✓ A\V A ti m Z �' CONCRETE SLAB I 1 I I C N . \ \ '� O\m W \ \ oZc.+ , ✓ N o tP \ \ ° 3.v' a� • y \ 0 ^ \ 1 ✓ UEtNS ISLAND PRESERVE \ o \ \P. B. 60, PAGE 4 6.17' EL=1o.o0 & ii.00 G Nw � \ ;,,y A �, °, o V v 1 \ o V A m \ \ \ v 'o \ \ w N x \ \ p1 ,ti \ \ V ( ✓ \ V A NV�.P A \ �j . A A \ \ \ N m " clq p O I \ NO BUILDINGS) �^ \\ 30,817 S.F._ m O \ \\ \ \ \ N N a \ iti • r 1'":r. ti • / O� m 1 `' r 0.71 AC._ 'ti ¢+� •�� \ \ �( N ° 'L <\ I \ 7.33' i ` / y\ m \ k o \ \ \w \ r ti \ \ \ \ o\G 1 \\ 62 f �,,, *\ o A x 1 I ti \ ti x px. 1 / o �� \\\ \\ » \ \ \ \ w V W \ w� / ti° �/ �ti4 a \ II \ I \ \\oe.oe' \\ \\\\ \522°20'55"E(C) \ \ \ \ \ 23.72'(P&C)— \ \ \ \ \ by c \ 0� \ \ 34.0' ' N-1 / x \ N 10 u� i \ \ u \ ,�- — — _ o — \.. ,, 1 h N89 20 49 E(P) 389.49 (PAC) \ 522°59'z7^� \ \\ \ \ \ \ \ \ 54 25 I m — — FND IR&C ; i \ \ x \/ , ti N89 21 05 E(M b I °> °0 \ \ \'\ \ o \ b a \ TRAN. \ LB 4433" / i ) r-� \ x ,••�• \ ti0 0 I ,� b0, \ 54.17�(P&C 3 \ - - 7o.ea�(P¢c) T — — — \ x o. x ti� 2 7.z3'(P c) / \ \\ ti A A V�� io' u.E. AWM g 118.30'�(M) x b � �o� A q x\ � ) , °b � y I - �b \\V 50�0� \Es o 9. o q' ax ti' ti' I \ LOT7 \ \ \ \ \ P.B. 6q PG.4 . \ \ / \ \ \ \ \ I A BLOCK/A CANOPY LIMITS N O nPI QUEENS -ISLAND PRESERVE qtmo I f P.B. 60, PAGE 4 0 \ 1p \ k, AREA I \ \ \ \ \ 4\ N N \ 5' U.E. \ \ �� x o\yo q NO BUILDINGS oa \ \ \\ \ P.B. 60, PG. 4 \ \ r- Q x \ t, IZp I I m\ ji \N,o A .° ati tio. goy °\� \ 0n \ \ N,°,a \ ti. \ x\x\ 1 \ x x x \ \ \ � x x \ \ �° \ x \ 1 \ 18" WIDE WOOD PATH \ \\N \ a '�.b /. \\ ,S \` \ �tih �tih ti0 (APPARENT USE BY OTHERS) `A;� 1btiq��e�m� NOTES: LEGAL DESCRIPTION: zz SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. LOT 8, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ADDRESS: 4452 HIGHWAY A-1-A o BEARINGS SHOWN ARE RELATED 1.0 WEST LINE OF LOT 8, PLAT OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE FT. PIERCE, FLORIDA PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18028'55"W. NGS CONTROL MONUMENT LEGAL DESCRIPTION PROVIDED BY CLIENT. CERTIFIED TO: VENETIAN ADMINISTRATION. LLC NGS CONTROL MONUMENT A-30(94-77) A-29(94-77) N:1,150,065.49' ELEVATIONS ARE IN FEET AND RELATED TO NGS VERTICAL CONTROL POINT "N 633" ELEVATION=5.33' NAVD (NORTH AMERICAN VERTICAL N:1,147,644.03 E:882,771.97' 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 E:883,422.43 ROAD A-1-A, 0.69 MILES NORTH OF REGAL ROAD. TO COVERT FROM NAVD TO NGVD BY ADDING 1.486' TO NAVD. PROPERTY LIES IN F.I.R.M. ZONE "X", "VE (EL 14)", "AO (DEPTH 1')" AND "AO (DEPTH 2')", AS SHOWN ON PANEL 1211C0093J, DATED FEBRUARY 16, ABBREVIATIONS LEGEND 2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. ASHP = ASPHALT O.R. = OFFICIAL RECORDS v = POSTED SIGN �T = AT&T TELEPHONE RISER IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS BM = BENCHMARK (P) = PLAT DISTANCE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. BST = BELLSOUTH TELEPHONE RISER PAVE. = PAVEMENT = LIGHT POLE - (C) =CALCULATED RE. =PLAT BOOK ® BELLSOUTH TELEPHONE MANHOLE C.C.C.L: COASTAL CONSTRUCTION PG. = PAGE O - WOOD POWER POLE © = GREASE TRAP p THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. CONTROL LINE PK =PARKER KALON NAIL - LUCIE COUNTY, FLORIDA. CTV = CABLE TV RISER PK&D = PARKER KALON NAIL & DISK BFP i CL = CENTERLINE PSM = PROFESSIONAL SURVEYOR & r,�-N = BACK -FLOW PREVENTOR S = TRAFFIC SIGNAL BOX CLF = CHAIN LINK FENCE MAPPER 141+ oocv NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CM = CONCRETE MONUMENT R/W = RIGHT OF WAY ■ = WATER METER r = DOUBLE DETECTOR CHECK VALVE CMP = CORRUGATED METAL PIPE RCP = REINFORCED CONCRETE PIPE CONC.= CONCRETE SF. = SQUARE FEET _ PUBLIC WATER & SEWER AVAILABLE. CS = CONCRETE SLAB S.H.W.L. = SEASONAL HIGH WATER LINE = WATER VALVE FDC - FIRE DEPARTMENT CONECTOR E. = EASTING TOE = TOE OF SLOPE EL = ELEVATION TOB = TOP OF BANK = FIRE HYDRANT FN = FIRE INDICATOR P05T BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS OTHERWISE NOTED. ELP = ELECTRIC PANEL TRAN. = TRANSFORMER EP = EDGE OF PAVEMENT TYP. = TYPICAL co ELC = CLEAN -OUT . = ELECTRIC METER F.F.E. = FINISH FLOOR ELEVATION U.E. = UTILITY EASEMENT THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. FND. = FOUND VC = VALLEY CURB = CURB INLET TYPE 6 GV = GAS VALVE HC = HEADER CURB WM = WATER METER X ID = IDENTIFICATION A = DELTA OF CURVE ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. I.R. = IRON ROD R = RADIUS OF CURVE OO = SANITARY MANHOLExr = CATCH BASIN IRON ROD & CAP L =LENGTH OF CURVE LB =LICENSE BUSINESS Q DRAINAGE MANHOLE ® MITERED END SECTION ALL DIRECTIONAL MEASUREMENTS SHOWN AR IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. = = L.B.E. = LANDSCAPE BUFFER EASEMENT 9.0 = PROPOSED GRADE L.S.C. =LIFT STATION EASEMENT , FLOW DIRECTION Y RD (M) =MEASURED DISTANCE � = YARD DRAIN ❑ = CONCRETE POWER POLE BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 05-24-18. M.H.W.L. = MEAN HIGH WATER LINE iRR ESE CONCRETE SLAB SURVEY FIELD DATE: 11-13-19. M.L.W.L. = MEAN LOW WATER LINE oa = IRRIGATION VALVE = ELECTRIC SERVICE BOX N. = NORTHING N.A.V.D. = NORTH AMERICAN VERTICAL icv = IRRIGATION CONTROL VALVE ® = AIR RELEASE VALVE DATUM NG5 = NATIONAL GEODETIC SURVEY }�� = SPOT ELEVATION sv= SANITARY VALVE N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM 0 = FOUND MONUMENT (AS NOT[-p) � C� OBERT F. KEMERSON PROFE55IONAL SURVEYOR AND MAPPER 0 0 Z N Vco H co J M WJ Oo Z o J M U W V CL OHLU Q o Z Z F-U Ft Q H 1J J 1� 0 a U7 LL N W nO � wa ¢a-jZo) Zoeo3�0} DW d� ON�Nd V HP, 0 3 J LL Lu Ax W V C7 C7 �t W I11 J V)0 V w Q V H '^ VJ 0. O Q W o u- 0 :) Or i.L U. Q� 1 Q Q aZ O LU co , i H Z w O m 5 "L J d Q o x 5 z o N N Q O O � V) V) T q m v DRAWN BY: P.SUTHARD APPROVED BY R. KEMERSON -..........- SCALE 1" = 20' DATE 5/24/18 FIELD BOOK/PAGES N/A OF JOB NUMBER: 18-20600 1 SHEET: 1 OF 1 \Projects\2018\18-2061 Venetian Administration\18-2061 LOT 8 FORM.dwg, 2406 SHEET, 12/4/2019 3:33:09 PM