Loading...
HomeMy WebLinkAboutSURVEYSUBJECT SITE -, MAJESTIC WAY REGAL ROAD p x b \ x. \ \ / a \ \ Y \ \ tiY \ tio• q qti . L AP \. \� PALM PALM xq� tio x x bCATION M v; Axv x v NOT TO SCALE 5' U.E. b tio' 3\ W� x P.B.60,PG.4 x� \ x' uN `. m \ - gyp. N r A/ a; A o A q a x '\ `,, J h • \ ti' LOT 2 x x x " x 1 x �t z` qG r \ T 1 x' BLOCK A f x \ 00 A �' 1 \ �.qq troy V QU -E N S ISLAND PRESERVE \ ao A V O x``, xtio lu,,bd.M, x, xo � P.B. 60, PAGE 4 o 1t, T <'� O O t q 1 'L �� 9� \ (VACANT) �t'\ A ZN� t ���, v��ho`,i. '�n'O -'�� •A Oqy �� a x ', titi, "x tio DENSE SEAGAPE r v �\ x AREA 4(0 �'*FND IR '?'•'�� \ 5' U.E. a a •v s N.:1156809.22 tio ;i A DENSE SEAGAPE E.:880466.82 E PALM D Ah AREA }i� y�;;`• �o q3.21'(C)=N66°21'55'E 42.14 EbN89o20-49 E P 424.43 p&C z, �z ` q e TO C.C.C.L. ."' i< ��. \ IN U.E. q "' q' FND IR$ o , u O • "� \ O;b' MEASURED AT90 ?" \{ \ �� ��' x titi N89 21 05 E(M) "GB 4431" ,•. > , 219 44' P&_ C) \ \ � ti •, b \ 39.66'(PdC) x 101 \ > F <; 118.0T (P&C) y,..., „. 7.5' BUILDING \ Oq ` ...� d '1• \,\ N f V A 1 -° ✓ , 47 27 (P&C) \ 165.30' (M) PALM � � O y„ .,, 1t.0 • � ( q ,t.., 11„ �'L�o 9.0 �. , .? `b',, Z5ET0ACV LINE YO' .. --x 'tio' \ S ✓ R1 •.,•� tf , O Ntoo `b- -'� m x p- A p _ , ,. n, q' ��y w t \ d'y 00 . �, ff < 1 �• ,y - m 40' 0. p. ti �, •V A \ V�i m N \ �Z m y ' \. �� y •w A z z: ,,,. 50.67 ti^• ti +' ti O °v :� V Y' %� o ra `, . •! Q , o • 2 ti Ti 3 i O ..aa N 7 i>i m i � � r o' z w x \CONSERVATION� Z '1 PROPOSED - •. ti \ o ED \;> 0 Z d b' 3O B\ 2• v o \ 9N •P > O 3 \ 7 PROPOSED l > . 4 ,o GARAGE •��'`x Z GE � i w \ 5 U.E. ✓\ _: Pg ^. b 18' PAVER o ti x - 12.0' ti'L d`.. EASEMENT Nm \ ° � , ': f0" �' I - FFE= 9.00N.A.V.D. titi' h x� titi• NO RECORDING h . , ,,,.� , o 4�> w \' 'tim A:_ P.B.`60;LPG, 4 < • �' DRIVE ti. A `7 1 z ti ( p. ' 9 ti ti' ` Q• Z UL 1 Z'. r '1 - 1^ 0? qh '.ti ti ,_, \ titi. x \, x� xtio' INFORMATION xti �oq xf a d x x°'' x �; \� �tix a• �\ x \ $d NC• x \�` • x ZZ_ \ i\ ?; 1 x q - ..titi' a. x `7 \; AVAILABLE) d A x. q' q. t1.�AQ , \ `,.,. N o '� `''.o'`•. ` �'pNtP VA otp x I', \•- y `, .��, x _ w 0 LOT 1 G\ ' i�`. `fit\ `� -•o f d .+ \ N / \\`r / Y', N q y Pz�.i.d=+ V 7.33' " 195 W° x\ x \ BLOCK A Z�' x�oy 9'R �.\,. '�e� \ No✓w a G� O tp W ' \ 9 p 05 �Y° ,1 i.'° \. v 6.0' - � N O 1 ' Y� 'o "A ' NO- \,p `l \ g N A2• q m o QUEENS ISLAND PRESERVE a 111 \ TO \' P \ o b q o ✓ 7 `,. W \ 0.5. 2 r c+ 1. 6.0' PROPOSED w ,• q. ; b. q,. \ I� \ m <�cti SINGLE FAMILY m v �- y ,y �' O ,1 x 'e? R %\ \x x P a B. 60 PAGE 4 e� c� x 2.67' ✓ o Z Cn ✓ ✓ <' r O R / ., in ro m za.5o 0 0 Y W 'Ol. SF. = 34.456 G q •a, < RESIDENCE w ii v O N - '� ,'ti, p./ D U` 3' \ o`- A O Oo . - o FFE- 24.00 N.A.V.D. •. z r i 9 x�` ACRES = 0.79` b g SEAGRASS IN "a A t ^ \ \ \ t _ 'P .. m _ w 6. �1, .0 ,tip - S s > •, ` 0A O ; n V ' \ '.P o 9 a \ m ..... - - v \ r ,a b0 '7.o il• ' i ! (VACANT) x F �THI AREA f > N a O ! 0-�" 0 m x N N •J O\� h _.. d 9 tP ti`, h `, '.,6 ✓N`P<\ \ ,� -q�'1, O�+ 5.5'4.67 `� n w -? x . o z n ti; r. .'�?) d o 10 o o ti o o IF �s- ti, o• \ ',\ 8.9x z7r-, . I > 6.0' xi To`='� x� rr tio d N\Q gyp. >< '•: \'y q' .\ x�' x'ti, `oisq•�u+ x \ �� x �\ x .` a< a, \ _ - - \ wN x qBT. 2.0' < \ > q / ,p`? , 1.1 OZ N DENSE SEAGAPE `. ! \. p• .-✓ ��• ;\•. ,J ',, ', ,, - Z O N G i H to LIFT- F,n#..tUt PALM 1. k'" r q°° I, 0 ti 10 N .�,ti x. x e� Z AREA 0ti. qP... O v w _ _ 2 3.33 STATION �...• ti - x 2 U N ✓ < \ IV , .q $. `o 'A (no \ N -1 `,, IRR " au I °; ,.w w L .N m0c ..__,tio. O L ,� \ 3+ '` O �0 • �� Vol, O��',n < a ■ A. xi 0 \�20 - N 1 Q,o�Om,tioti,.9, v0V rnw O ��.T .1 m R' u ,20'M40' SV, 4 1'a%,1.%4 9 25.73' 6 y 9.0 44.0' , " 21.33' DENSE m �_ x . - \ b• \ o :a a .o \\ �,- \ �, O �(n\ �y A < \ L.S.E. 6' CRi'.,._ W ,\ • 11 \ VEGETATION N Ni 7.36' _ .- _ ... - x O�z ^O ` x W. rn \' T �` V (SEA6RAPE) N22°33'S°i"W ✓ \ '49%.88' P&C _~ P.B.,oO, PG. 4x :. �- 173.C9'(M) 10.0 'L. rn 220.05'(P$C) q. '1..,, ( ) z, x m ✓ O r ° -- b P&C \ VO - `' 1 �.120.08' P$C v 1 �.l y �M >o \ �o. �._ �- FND CM 589°20'49"W(P) 437.02'(P,M,&C) ti� 7.5' BUILDING _ N � 53.01' 2A.. Y 0 x bx 0ti a .0 a Oti `b SETBACK LINE 12 _.. _% �rr., N 'tioq 589021'05'W(M) q 50p NC ,, 90 °e� w O, xq 1\ 1�' -\ \ dh s\ x 1e�� h oe �� �� �, xq' ' _ x,x x x d ,y �FND'PK$D / qti m ,� d h^b b^� a SWCORLOT I 1o,(3ZZ3.11 x ____'"-%.. UNPLATTED BLOCK CORNER \ �� / �. �� \ PARAGON CONDOMINIUM NOTES: LEGAL DESCRIPTION: Z Z SITE BENCHMARK \ 3 Qy ` uZ l �" O.R. BOOK 1025, PG. 1559 a m EL: 5 51' N.A.V.D. '88 N /� 9y p?3 hq3 p^ CURB N o N SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER LOT 1, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 N N E. 180466..22 / o �.l _ N Np\$ RESTRICTIONS OF RECORD. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. N\ ra E.'880466.82 a •o N66°51'25"E 48.98' w w GA c? TO C.C.C.L. / 9ti n Lik . A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ADDRESS: 4410 HIGHWAY A-1-A m N MEASURED AT90° / / A. N�I pm � m o FT. PIERCE, FLORIDA BEARINGS SHOWN ARE RELATED TO WEST LINE OF THE PLAT OF QUEENS ISLAND 3 / o \^ ti Z o I PZpW PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC ECORDS of ST. CERTCFIED TO: VENETIAN ADMINISTRATION, LLC / �' LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18°28'55"W. NGS CONTROL MONUMENT I \ LEGAL DESCRIPTION PROVIDED BY CLIENT. NGS CONTROL MONUMENT A-30(94-77) N67°26'21"E A-29(94-77) N:1150065.49' 0.34' ELEVATIONS ARE IN FEET AND RELATED TO NG5 VERTICAL CONTROL POINT "N 633" N:1,147,644.03 E:882771,97' 60' ELEVATION=5.33' NAVE) (NORTH AMERICAN VERTICAL DATUM), A STAINLESS STEEL 19 y' 60' 30 3' ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP LOCATED E:883,422.43 ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES NORTH OF REGAL ROAD. e ABBREVIATIONS ASHP = ASPHALT O.R. = OFFICIAL RECORDS SM = BENCHMARK (P) = PLAT DISTANCE BST = BELLSOUTH 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 RI5ER P5M = 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 5F. = SQUARE FEET CONC.= CONCRETE S.H.W.L. = SEASONAL HIGH WATER LINE E. = EASTING TOE = TOE OF SLOPE EL = ELEVATION TOB = 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 0 = DELTA OF CURVE I.R. = IRON ROD R = RADIUS OF CURVE I.R.&C: IRON ROD & CAP L = LENGTH OF CURVE LB = LICENSE BUSINESS 9.0 =PROPOSED GRADE L.B.E. = LANDSCAPE BUFFER EASEMENT 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 N65 = NATIONAL GEODETIC SURVEY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM LEGEND v = POSTED SIGN �T = AT&T TELEPHONE RISER = LIGHT POLE = BELLSOUTH TELEPHONE MANHOLE = WOOD POWER POLE © = GREASE TRAP wO = WIRE PULL BOX TS = TRAFFIC SIGNAL BOX s- i� = BACK -FLOW PREVENTOR DDCV = DOUBLE DETECTOR CHECK VALVE wM ■ WATER METER FDC = FIRE DEPARTMENT CONECTOR wv - - WATER VALVE F� _ FIRE INDICATOR POST = FIRE HYDRANT F� = ELECTRIC METER ;o = CLEAN -OUT Ga = GAS VALVE E = CURB INLET TYPE 6 = CATCH BASIN 0$ = SANITARY MANHOLE � = MITERED END SECTION = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE Y0 = YARD DRAIN EO = ELECTRIC SERVICE BOX m = IRRIGATION VALVE ® = AIR RELEASE VALVE cV IRRIGATION CONTROL VALVE S = SANITARY VALVE ,A' = SPOT ELEVATION = FOUND MONUMENT (AS NOTED) EXISTING \ MULTI -STORY STRUCTURE F.F.E.= 7.69' \ PROPERTY LIES IN F.I.R.M. ZONE "X", "VE (EL 14)", "AO (DEPTH 1')" AND "AO (DEPTH 2')", AS SHOWN ON PANEL 1211CO093J, 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. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. ROBERT F. KEMERSON SSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 kb � 0 , Z N H J � M Z co- W J '- U wH % () =O z( HQ9 <n 0Z 0 C) V1 H 2H LL w Z W'CL Z Z s¢:L) F: oQ t 0 V) CL V N� 0 CL 3 J otj LL W r � ix v I 5 WJ N N0 V i =�0. a. hill 40 Q V Z � _j _j tn a � H N ppW J j Q lL a > LL Z Uj j aZ LU 0 � CIO i z w z 0 V o 0 N < 5 z z OH a� 11 J o 5 utxu � o w m w w � N N F N o 0 � < a J DRAWN BY: P.SUTHARD APPROVED BY: R. KEMERSON SCALE: 111 1" = DATE: 5/24/18 FIELD BOOK/PAGES E 1-ME -M SCANNED JOB NUMBER: 18-2061 St. LucieCoft ISF SHEET: (, 1 OF 1 N:\Projects\2018\18-2061 Venetian Administration\18-2061 LO'ra BNDY.dwg, BNDY TOPO, 8/1/2019 10:1125 AM, Vercon Eng & Surveyors, (772)879-0477