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HomeMy WebLinkAboutSurvey■ m N'AJLSTIC WAY FOUND IR&C "LB 4971" N.W. CORNER LOT 10, BLOCK A w ¢ �O REGAL ROAD NOT A LOCATION I�i LE \ FND IR&C \ \ "PSM 4971" \ tiaQ a e SITE BENCHMARK - 9 N Na EL.=9.41' N.A.V.D. BE r a w N.:1157526.69 E.:880227.07 <oo LOT 10 b \ 566°51'25"W 12,54' \ a\o \ �o� BLOCK A 1' ncp, TO C.C.C.L. N NO \ QUEENS ISLAND PRESERVE \\� MEASURED AT 90° e\ >O<\Z� P.B. 60, PAGE 4 titi q0- qq ,tib qy \ bti .a#� x03 O? xA' y l{ I\ ` `\ qTi✓ < r- > (NO BUILDINGS : x x x"' N O ' \ \ SE BUILDING /� serancKLINE / N89-21'05"E(M) 369.02'(P&C) ti \ \, \ ,n✓I 15'U.E. \ / °°I/ 1 o h ti --�--- b--, tier y- \ as P.B. 60, PG. 4 ao -FND IRdC - - - N89 20 49 E(P) - - tiv. _ - - "q. -d. ti ' q\ -4 x \ \ \ \ • _ , \\ \. 102.81'(M,)- - - - -'LB 4431„ -- ,Y.. 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PROPOSED - OA O \ \, \ \ pp,, \ f 7 \ ' , T4 > . >�.1 r . llb, , ,,.,.,: -.; ,PROPOSED ED 5.15 /.I' O 4 :z 'Ob ', SEAGRASS LIMITS/ c \ \ -.P ' \ \a � :t,' a m \ S ° C,f'j ' 'i•y� < N Z ✓ ,, yT°ZI` . .•c: 8 ° N , cn )K `,TOP ATURAL DUNE \. `� t \ \ _Yc y > 7� fi'ra1 rr t'16 PAVER GARAGE i.4.83 , DENSE .y!li' NO �O N q� \ \ < .,li \ O + •s' ,p u% �j `'' ✓ `r'4 G o FFE= 9.00 N.A.V.D. a y \ N DRIVE - ''.y v AREA i Z _ Je( \ ✓ , • ' . ' _^ : \ N \ \. `i N� • \ r, , }r r.. 4 • N ^,,,,:. r, ., r , •�, ra 1 m CONSERVATION EASEMENT \ \, r. ,. \ �\�'` F,, •o \ : s Cd; Ca N 4 �(4.0 i c ,`.. @ 1 \ �•. (NO RECORDING INFORMATION \ t. 7ti3 z, \•r:�W ,..i; z`,., .` �..0, Z, .y? ,`1.• p ,.. - t\ <. 4 \ �. Sa \ 4°�..,, ,,f :�✓` Y ..pip., C'i . s , ¢.,•.,; ,1=';•✓ $ { •„ ..,, ,�! n.. , r'� ,. .83 '.. ti m AVAILABLE) , :.. \ y \ .. \ \, C3 .,, a \ ✓ rO a O PROPOSED y Ab oA ?� ti0 �'� \ \ \\ '`� } \ 0� \ 0 b b ✓ \ ,<.a, ,., ,r ,.>-.. �� ✓ iy. Z\ \, ` 0 "9. .\�'�. \ , 'b. \NN ✓O ,•a b' x\bx h• x� .N x'1.\ f \ O• \ If. \ :>\ t ,> C� ✓ r,; 7.0 SINGLE FAMILY cn p a....... r t 1. \►t 1 x \- , ,\ e s \. $.. \ ,' t.y.^• pay RESIDENCE m i v�`' ti. •�•. ✓ \ Jb. 1 � c, io.5 � ti� ti \ do ; '� \ \ LOT 9 \, �'•;;a- ,, \�' \ b � e,,. ,�.,,�, u` E w I FFE= 24.00 N.A.V.D. O• Q� 7a( i \ w \ •� 2 • \ \ \ ;}. \ P.B, 60, PG.!4 t>�3: , r a w „ , �O �N BLOCK A n, " ;A9 `,t, 03.0 q a,N� 0 ti0 UEENS ISLAND PRESERVE \ O titoo e 3 b.P.S.0, PAGE q' r';: o a; o m ✓ P.B.PB18, PG. 8, RECORDED �( V . v V , e N tl� `, 3 \ 7e( s;;. A• . o 12/12/78 PER P.B.16 PG. 21 DENSE SEAGAPE \ V q , A; "s 69 A y vNO BUILDINGS A v . Q, o tib NS ti• A ti• >✓' s •a a, . L �c q� AREA V )e( o �( A \ )4 15 L.B.E. f. w , ,, , .,: c; ,. " y \ w MAP APPROVED 10/72 29,9iS1 S.F.- \ \ h a a W ✓ m un+; P.B. 60) PG.4 .; X e o w � o ti A.69 C:± q \ ti0, �., q• + \ ' N \ N ` - } m\ o )8( \w g q� O do ti� ti \ -. J \ �( )K \ x' \ N .mya \ ,: >*:,; ,=r..�,+•. °, b. - r OA •�; ` ®. \\ `\\. �N +R>i x' ^," .A,,. \"'3.69, W{� .lp \ titi' .° , �.•<.. ', a•`.. \ ...�a .t, C \ 4°rCn"' W' ✓ p a 220' n m \ )e( V M \ 0 37 .95' P&C q \ N89 21 05 E(iV� 9 ( ) o �✓' \� o o� ✓,. U.. io.o ti \ 1 N89°20'49 E P y \ } \ \ `b4 g P.B.b ,PG.4 Y r-^(;.'", .r1 ;:4, 9.0 \ qh \ \ \\ O q \Ctiti \ '6�'�' \ \ ?, 4 , , , 110.22 (P&M) ✓ 0y ,. a .. �,�I .:_ai.,t. t> �, �. .: ,_ ,. _.�-- 1.._` , .�. -. \ � , w.4 : r;<.Y v A �eY 2.95 (PdC) �7:5 w _ _FNO IRQ�C_\ _ \ __ a - -- �-----\ s 3 t 1'P. d 1 tib• 3 .,,qb. \. 61 207.90 IL I O SETBACK LINE 1 02 A - - , /. ±`J; N �. '� `' .. \ �` , \ \ ✓ ,\ f t `..09 h ,ti0 \ b 9 1. N S \ la( \ )a( \. \o• �,,:>z�',': '',? \ Io �yl q i.. �( ....- ... \ LOT 8`... \ )a( r c+ \ , \ \ \ , ,.,•- ,'<'*: \ f \ DENSE SEAGAPE l lT q tp \ c \ \� \ a;>> ., \ AREA a H BLOCK A a . `\ ✓i >,, s b \ \ \ \ \ u, .t fi kx t s • .... o { \ a\u \ >r„ r:, i QUEENS ISLAND PRESERVE _,• . � \ ..., �i : � ; t \ \ DENSE SEAGAPE %�\ \ \ \ ,, •\ \ \ , a• m o\ \ y , ;,.' \' \ '\ AREA P. B. 6 GE ., r . \ (NO BUILDINGS) ✓ Q a ,t- z \ u \ R- \ I \ \ \ a� do titi. x NOTES:. GAL DESCRIPTION: a . ti 0 SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR 01 AER RESTRICTIONS OF L07 9, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 RECORD. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS C TICE. AbORE55: 4500 HIGHWAY A-1-A FND IR N.:1157446.97 E.:880253.81 SITE BENCHMARK EL.=8.72' N.A.V.D. '88 566051'25"W 5.71' TO C,C.C.L. MEASURED AT 900 <� ?'I FT. PIERCE, FLORIDA BEARINGS SHOWN ARE RELATED TO WEST LINE OF LOT 9, PLAT OF UEENS ISLAND NGS CONTROL MONUMENT PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC R CORDS OF ST. LUCIE CLRTIFIEb TO: VENETIAN ADMINISTRATION, LLC A-30(94-77) COUNTY, FLORIDA. SAID LINE BEARS N18°28'55"W. NGS CONTROL MONUMENT 11 A-29(94-77) E:0,065.49' 882 :882,771.97' LEGAL DESCRIPTION PROVIDED BY CLIENT. N:1,147,644.03 E:883,422.43 ELEVATIONS ARE IN FEET AND RELATED TONGS VERTICAL CONTRC POINT "N 633" ELEVATION= 5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A S AINLE55 STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP OCATED ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES NORTH OF REGAL RO D. LEGEND ABBREVIATIONS TO COVERT FROM NAVD TO NGVD BY ADDING 1.486' TO NAVD. _ _ = ASPHALT O.R. OFFICIAL RECORDS ATT _ _ POSTED SIGN AT&T TELEPHONE RISER PROPERTY LIES IN F.I.R.M. ZONE "X", "VE (EL 14)", "AO (DEPTH 1')" A "AO (DEPTH 2')", A5 'CK REC MTN .SETS A BM BM =BENCHMARK (P) = PLAT DISTANCE SHOWN ON PANEL 1211C0093J, DATED FEBRUARY 16, 2012. FLOOD Z ES ARE � I FRONT BST = BELLSOUTH TELEPHONE RISER PAVE = PAVEMENT � - LIGHT' POLE n - BELLSOUTH TELEPHONE MANHOLE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. crnFR (C) = CALCULATED P.B. = PLAT BOOK_ - - C.C.C.L= COASTAL CONSTRUCTION PG. = PAGE O - - WOOD POWER POLE © = GREASE TRAP CONTROL LINE PK = PARKER KALON NAIL CTV = CABLE TV RISER PK&D = PARKER KALON NAIL & DISK BFP TS CL = CENTERLINE PSM = PROFESSIONAL SURVEYOR & �I = BACK -`LOW PREVENTOR = TRAFFIC SIGNAL BOX CLF = CHAIN LINK FENCE MAPPER wm DDCV CM ' = CONCRETE MONUMENT R/W `= RIGHT OF WAY ■ = WATER METER DOUBLE DETECTOR CHECK VALVE CMP =CORRUGATED METAL PIPE RCP = REINFORCED CONCRETE PIPE CONC.=CONCRETE 5F. = SQUARE FEET Wv WATER VALVE = FIRE DEPARTMENT CONECTOR CS =CONCRETE SLAB S.H. W.L. =SEASONAL HIGH WATER LINE FDC E. ' `- EASTING TOE = TOE OF SLOPE F. EL =ELEVATION TOB = TOP OF BANK = FIRE HYDRANT = FIRE IN ICATOR POST ELP = ELECTRIC PANEL TRAN. = TRANSFORMER EP = EDGE OF PAVEMENT TYP = TYPICAL .0 CLEAN -OUT j - ELECTRI METER F.F.E. = FINISH FLOOR ELEVATION U.E. = UTILITY EASEMENT FND. = FOUND VC = VALLEY CURB = CURB INLET TYPE 6 GV _ - GAS VALVE HC = HEADER CURB WM = WATER METER ID = IDENTIFICATION A = DELTA OF CURVE S = 0 SANITARY MANHOLE = CATCH BASIN I.R. = IRON ROD R = RADIUS OF CURVE IVI.R.&C IRON ROD & CAP L = LENGTH OF CURVE LB = LICENSE BU51NE55 ® = DRAINAGE MANHOLE ® = MITERED END SECTION L.B.E. = LANDSCAPE BUFFER EASEMENT y.d = PROPOSED GRADE L 5.C. = LIFT STATION EASEMENT YRD 0 = YARD DRAIN ❑ = CONCRETE POWER POLE (M) = MEASURED DISTANCES = FLOW DIRECTION M.H.W.L. = MEAN HIGH WATER LINE IRR >4 = IRRIGATION VALVE ESB = ELECTRIC SERVICE BOX M.L.W.L. = MEAN LOW WATER LINE N. = NORTHING 0 N.A.V.D. = NORTH AMERICAN VERTICAL ICV = IRRIGATION CONTROL VALVE ® = AIR RELEASE VALVE DATUM NG5 = NATIONAL GEODETIC SURVEY +1 = SPOT ELEVATION Sv = SANITARY VALVE _ N.G.V.D. =NATIONAL GEODETIC VERTICAL DATUM = FOUND MONUMENT (A5 NOTED) IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETI' OR REPORTS BY OTHER THAN THE SIGNING PARTY, I5 PROHIBITED CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOW THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNT NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEr LICENSED SURVEYOR AND MAPPER. PUBLIC WATER & SEWER AVAILABLE. 45 TO SURVEY MAPS 1ITHOUT WRITTEN ON THIS SURVEY, FLORIOA. OF A FLORIDA :UNLESS OTHERWISE ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH I IE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT O DEGREES, MINUTES ' AND SECONDS. LR-OBBERT F. KEMERSON BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASU NOTED. THE EXPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL. ,A y #. aUj f ._ 11 yj Uj Uj .µ ti., x I z � z Q K' H Le' DRAWN BY P.SUTHARD APPROVED BY: R. KEMERSON . - SCALE: - 1" = 20' DATE; 5/24/18 FIELD BOOK/PAGES N/A N:\Projects\2018\18-2061.Venetian Administration\18-2061 LOT 9 BNDY.dwg, 2436 SHEET; 7/29/2019 8:33:45 AM, Velcon Eng & Surveyors, (772)879-0477