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Final Boundary Survey
"PSM 4971' SITEBENCHMAR EL.=5.2 NA156968.68 E.:880413.64 N66\'51'25"E 35.21' TO C.C.C.L. MEASURED \ Oy UN •*P �✓;per r mZ;A To g�t�° \-7 OZG± �A \ ABBREVIATIONS \ x� ba\ x�i. I - V I 1, \ \ \\ LOCATION MAP % %� \ \\\\\ \ \ \ \ NOT TO SCALE x0a x�p. 39� xip gwoc, I x / \ I x 9 -q cP . \ \ e o / p w I LOT 3 \ ( \ \ \ \ Aav \ \\\ \ \ \ \ I\/ \ \ \\ xNp 4A w �o`OOACI� 1 BLOCK A \ O F� \ \ ti ° ° a o . q QUEENS ISLAND PRESERVE ✓o P.B�i10 PAGE4 b\ \ \ \ \ \\ \ w a 1 a D i h x ) \ 'en ✓m N ti \ \\ \\ \ N N24°19'38,''W(P&C) \ . \\\ \\ 45\ \ \ \ x0 N89 21'05'E(M) \ \ \ \ \ \ \ 14.8o \ \ \\\ \ \ \ \ \ \ \ \ I \ 5' u.E. I B. 60, PG. 4 \ O \ \ o FND OID tioN890 20r 49n E(P) 415.54, (P&C) �, tiv� \ q. ipti 1 I P.I ti' R'Nti rr a \ \ \ \ �� uo.2o'(P v \qg Mti� tip z17.9r(P) 1 \ \ \ aa.o5'(Ppt) / \ 89 \ x �---- \ x / 1 \ \ \ \ \ \ \ \\ \ \ \ a 47.2T(P&C) 110.50'( O IC \ I 217.6T(C) _1 31. �, \ \ \\ 11.7 \I x`o x`° \ xq \ tioo \ \\ \ \ \ \ \ \ \\ \ \�& \ Ai63 � a o I n GARAGE \ \ N r2.e bb� \ \ \tiY 2'i \ \ \ \ o\ \ \ `�� \ o I \ \'�+ \ \\ o'i \ \ \ m O FFE= 9.00 N.A. V.D. COVP \•"' vi \ \ \ \ rt w,P I \ \ \ \ \ \\\\ \ 2 \ \ \' y'� < w0, 1595' \ '6 \ \ O \ \ \ \ \ .em. O• \ \� 5 V E 4 > \ \ / CA 'cv\ DENSE SEAGRAPE \ G` I \ \ \ \ \ 6.0' w / I \ a,@ A95 x '`°'1' 1 \ \ \ AREA \ I \ \ \\ \ \ \ UN qq. yc� > m O• / I \ 7.33'0 0 6.0' ti x�0• I \\ \ \ \ \\\ r U`a�p' \\ ✓m 1 'W G FP' /\ N'A c --� m \ 7 \0 \ Oti ,y ti qb \ \ \ \\ \ Wo s o p a / nO w \ \ i. q \ x x� \ \ \ s \ a ✓. c+ .+ c \ \ \ LOT 2 - \ \ \ y \ \ °�. o to �0 3 0' 3 STORY N gym'\ \ N .. \ q b \ \ -A x\ \ �\ �\ \ W. fn tr \ \ \ \ ✓ \/ oG c m / m N \ 0 2.85' \ e �` \o BLOCK A \ \ �L� \ \ \ O y� \ �\ \ \ 0 SINGLE FAMILY w o w O N \ T- \ \ \ \\\\ D b r-I 'I q 0 \ CONSERVATION EASEMENT\ \ \ �� \ \ \�' \ \ N P 'p rn / a• \ONO' w 2. ¢/7 x RESIDENCE w N o gas (q .,o' \ \ �N pZ QUEE 5 ISLAND PRES RVE \ \ \ c� •.D \,•s\ \ \ E5 6' w 2./6T FFE= 24.00 N.ANA). \ � a � I I I �\ x \ \ \ z" P B 60, PAGE 4 � � ' \ \ (NO RECO AV IT�AB E)RMATION, ' \\ o• ' w \7 2. '. \ cl 1 SF. = 33,595 q cn \ > m 70' o do \ 1� \ \ \ \ $ a \ \ e �o . ►°. \ \\ \ mn \ \p �\ .r \ 1 a'. _ 2.0 n� x \ �Dy „� \ CRES = 0.77 \ ti0• \ \ \ I \ \ \c�-� �i ✓o. \ \\\ \ .J \ J,'�\• \ \ 4.55 2s \ ✓ �n / 2.67'x 3.6 v r \ tip' \ ✓ \ \ x \ \ \ 4 .Q . &' \ \ N . \ \ \ w A 2.67 N NO a-�O�N sA /\ \ \ \'L\T✓/ ? C�r ✓ \ \ - - I \ , ayp0 ® �!�\\F,,' pN. . i'16•56 \23\•O_f`fFO % rnN \ \\ 9.2 'FND S \ \\ \\ \ ) \ \ \ \,E 3.20 (P) E5oq 9.5 0 DENSE SEAGRAPE 1 44 ' 40' AREA o14 35u 3.21,( S89°20'49"W(P) 424.43'(P&C4\CALTC) V z 122 RNDIR&C rn N89021'05°E(M) •) x dinWAL EL= 12.14i 443139.65\(P&C) Oo_ 118.07 M 2194W(F&C) \ \ \ \ \ \ \\ \ \ \ \ \ 47.2T (P&C) I\ 165.3 (M) \ \ \. \ .: I ti \ \ Sp' o I I I \ a• \ \ \ \ iN 9 0.61'' BRICK o /. tip' \ \ x , m m o \ \ \ S,\ v\ w o �S x !o. \ V V A V A V A y0A \ \ I I \ \\ \\WM / x I vp RETAINING \ _ l / \ \ \ �i �p it I 0^ I I �O \ WALL STAIRS \ �\ g0• \ ^e I WALL EL= 11.83 // \x✓ titih x,��Nw\\ \ \ \ TV E\ � 5' U.E. 1 \ /> ti> \ x 4 FND IR P.6�60\PG\4\ P.B. 60, PG. 4 I \ \ , Nw°\ x N.:1156809.22 \ \ \ \ \ . '� \ I ,1b f PALM I / \ - - _titi' NQ• \ \ h\\ q x�q• I \ \ \ \° \ \\\ \ a \ \ \ \ E.:880466.82 \ \ y Z •o r 10 / \ I x LOT S1\TE BENCHMARK \ \ \ a m "'- \ ,y q / \ / d+-�o•� ti^ \ \ x \ i!1 I \ \ \ \ \\\\ \'o',✓ \ \ \ \\ EL. 572 \ \ \ \ \ NN m \ �� 7r� / \ \ I I p N °v ' \ / BLOCK A . \ \ \ \ \ \ ✓ 166° r55"E 42.14' \ \ \ \ \ '�g \ \ \ QUEENS ISLAND PRESERVE �, q`•' I ,�pg x,�'N \Q� \ \\\\ \\� \ \ \ \ c.c.C..MEASURED \ \ ➢ / // I xq I I �b . IG \ 3 \ / P.B. 60, PAGE 4 \ x \ \ \ '\ \\\ ��•�\$ \ \ \ \ \ \ \ \ \ c� I I - (OCCUPIED) \ \ \ \ \ \ \ '� ✓ \ \ �T 90° o \ / / I - /S x �• " FOUND IR&C PSM Itb" S.W.CORNER LEGAL DESCRIPTION: /L( ? LOT 1, BLOCK A / qb°o• 33 / LOT 2, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 isI 1 a�1°''b jgT OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4416 HIGHWAY A-1-A FT. PIERCE, FLORIDA NGS CONTROL MONUMENT CERTIFIED TO: VENETIAN ADMINISTRATION, LLC NGS CONTROL MONUMENT A-29(94-77) N:1,147,644,03 E:883,422.43 ASHP = ASPHALT O.R. = OFFICIAL RECORDS BM = 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 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. = EASTING TOE = TOE OF SLOPE EL = ELEVATION TOS = 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.R.&C.= 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 -_4 = FLOW DIRECTION (M) = MEASURED DISTANCE M.H.W.L. = MEAN HIGH WATER LINE bA M.L.W.L. = MEAN LOW WATER LINE }b' = SPOT ELEVATION N. = NORTHING N.A.V.D. = NORTH AMERICAN VERTICAL DATUM NGS = NATIONAL GEODETIC SURVEY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM A-30(94-77) N:1150065.49' E:882771.97' I C G C 61 K = POSTED SIGN m = AT&T TELEPHONE RISER = LIGHT POLE E = BELLSOUTH TELEPHONE MANHOLE 0 = WOOD POWER POLE © = GREASE TRAP wPB (C = WIRE PULL BOX S = TRAFFIC SIGNAL BOX = BACK -FLOW PREVENTOR = DOUBLE DETECTOR CHECK VALVE ■ = WATER METER F = FIRE DEPARTMENT CONECTOR wv x = WATER VALVE F0 = FIRE INDICATOR POST = FIRE HYDRANT ELC M= ELECTRIC METER o = CLEAN -OUT Gv = GAS VALVE = CURB INLET TYPE 6 F[::]] = CATCH BASIN QS = SANITARY MANHOLE ® = MITERED END SECTION Q = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE Y. = YARD DRAIN s❑•a = ELECTRIC SERVICE BOX RR = IRRIGATION VALVE ® = AIR RELEASE VALVE I = IRRIGATION CONTROL VALVE Pa = SANITARY VALVE +Ary = SPOT ELEVATION 0= FOUND MONUMENT (AS NOTED) NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN NADE 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 NIB°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), 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", "VE (EL 11)", AS SHOWN ON PANEL 12111CO093K, DATED FEBRUARY 19, 2020. 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, I5 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 U5ING 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. ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 W of WO V =QaQ CL u ov O J N am%~N O � 0W u. 0 : or Q N 0( LL 0"( Q r Q aW i m FI I III Z 0 Z'S <I31,�Zs�Iw o Q LL J O N O O wll LL h Ili i- N - l� � I: d a m DRAWN BY: P.SUTHARD APPROVED BY: R. _KEMERSON SCALE: 1" = 20' - DATE: - 5/24/18 FIELD BOOK/PAGES N/A "mm) JOB NUMBER: is-Zo Ii SHEET: IOFI is\2018\18-2061 Venetian Administration\18-2061 LOT 2 FINAL.dwg, 3/24/2022 9:51:44 AM, Canon iPF670