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HomeMy WebLinkAboutForm Board Survey'i4 erw) t T ADC)g, 0 33 7 z POc SW CORNER / LOT "A-1" O LEGEND R=85.00 III FND IRC 4286 b Q / t . 4 " (0.2' SOUTH, 9.124'n x 0.1, EAST) DESCR IPTION A- 30°3 A =CURVE CENTRAL ANGLE r ® N63 44'39"E A SINGLE PARCEL OF LAND BEING MORE PARTICULARLY DECRIBED AS FOLLOWS: R = CURVE RADIUS L=45.48 27.73' x PO L = CURVE LENGTH (TOGETHER, WITH LOT "Al SECOND REPLAT IN SOUTHERN OAKS ESTATES, ACCORDING TO THE (C = CALCULATED PARCEL „ „ ..TRACT A PLAT THEREOF, AS RECORDED IN PLAT BOOK 42, PAGE 36, OF THE PUBLIC (P) = PLAT I RECORDS OF ST. LUCIE COUNTY; FLORIDA. POC = POINT OF COMMENCEMENT P�� p pprycSnh 433 (VACANT) POE = POINT OF BEGINNING TOGETHER WITH: FND = FOUNDass SSF r FLORIDA POWER AND LIGHT - FF,t', 1� rn rn�,�z oe POB POND ----/ FPL - ` \ , `L TOGETHER WITH (LESS AND EXCEPT LYING / A\`\ `1 y TOB PARCEL). PARCEL OF ACCORDING WTO SA TRACT SECOND REPLAT IN SOUTHERN RE PARTICULARLY DESCRIBED FFE = FINISHED FLOOR ELEVATION / �wl 85 00 00„ PARCEL +/- _ PLUS OR MINUS P R' �� ' m, N00'12'58'IW S00.12'58"E AS FOLLOWS: IR = 5/8" IRON ROD �y Q �6° 500'1758'E r' �� �' t�1 4 ' 126.92' 42.96' S IRC = 5/8" IRON ROD AND CAP \�F,le �53 SINE N00'12'58"W OexS. FOR A POINT OF REFERENCE, COMMENCE AT SHE SOUTHWEST CORNER OF LOT SF = SQUARE FEET / o. J Nv R/W 186.33' 1f2 0- "A-1" OF SAID PLAT; THENCE NORTH 63'44'39 EAST, A DISTANCE OF 27.73 CM / p �11 FND IRC 3333 tP NTmLESS AND ?�0. CONCRETE MONUMENT S I Cp p.p EXCEPT PARCEL �'r FEET TO THE POINT OF BEGINNING. PKD .�\Q /. (0.1' EAST)' = PK NAIL AND DISK \�' QP' ro0 0.2' EAST) � ��• � �° � P°�roB- P.L.S.= PROFESSIONAL LAND SURVEYOf a� �� ` l-7�� FL OD ZONE AE-5.7 �� THENCE NORTH 33°21'55" EAST, A DISTANCE OF 105.56 FEET; THENCE SOUTH LB =LICENSED BUSINESS Cj\ GAP 0 m NOO'12'58"W FNo IRC 4286 00°12'58" EAST, A DISTANCE OF 59.41 FEET; THENCE SOUTH 63.44'39" WEST, A FLOOD ZONE X 72.72' (oZ wesp' P.E. = PLAT BOOK DISTANCE OF 64.98'FEET TO THE POINT OF BEGINNING. �,� SF =SQUARE FEET LESS AND EXCEPT: PT = POINT OF TANGENCY R/W = RIGHT-OF-WAY OFn A PARCEL OF LAND LYING WITHIN LOT "A-1", SECOND REPEAT IN -SOUTHERN FIRMPERMnNENT REFERENCE MONu ENT zx U.E. = UTILITY EASEMENT OAKS ESTATES, ACCORDING TO SAID PLAT, BEING MORE PARTICULARLY DESCRIBED LOT 36 O_ AS FOLLOWS: TOB = TOP OF BANK \ OZ �OD P.0 E.= PRIVATE UTILITY EASEMENT FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF LOT O = SET IRC LB 7056 \ 0.0 " OF SAID PLAT; THENCE NORTH 63'44'39" EAST, A DISTANCE OF 92.71 QS EXISTING SEPTIC TANK T o A-1" TRACT "A" FEET; THENCE NORTH 00'12'58" WEST, A DISTANCE OF 186.33 FEET TO THE 0 EXISTING WELL PROJECT BENCHMARK W m (vncANr> TOP OF IR&C L87056 POINT OF BEGINNING. ©' =`PROPOSED GRINDER PUMPAIF1 STATION EL = 5.41' (NAVD 1988). CONC = CONCRETE LOT 35 FND IRC 3435 THENCE NORTH 89°48'10" EAST, A DISTANCE OF 29.97 FEET; THENCE NORTH EL = ELEVATION (0.3' EAST) w 00°12'58" WEST, A DISTANCE OF 72.72 FEET; THENCE SOUTH 45.00'00" WEST, A O = AT&T PEDESTAL " Ik DISTANCE OF 42.23 FEET; THENCE SOUTH 00`12'58" EAST, A DISTANCE OF 42.95 {} =-LAMP POST LOT 34 OcD2�' FPL FEET TO THE POINT OF BEGINNING. = PROJECT BENCHMARK ��2�`b TRANSFODRME TOGETHER WITH: kapO = EXISTING ELEVATION LOT 24 , FND IRC (ILLEGIBLE) TRACT "B"; SOUTHERN OAKS ESTATES, ACCORDING TO THE PLAT THEREOF, AS =EXISTING OAK TREE N69 FNo IR (No ID N00'12 0.00 W �6 � (0.1' souTHY 80.00 RECORDED 1N PLAT BOOK 30, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE EXISTING PALM TREE 9 COUNTY, FLORIDA. = EXISTING PINE TREE N05°22 26 W N37°48' 3"E o �X\S��GG ® = CATCH BASIN 94.42 29.2 -X- = 4' VINYL FENCE 5�6� S3>� FLOOD ZONE X DR = 8' CONC -o- - 4' CHAIN LINK FENCE I NAVD WALK = NORTH AMERICAN VERTICAL DATUM (1988) N25�o_� � S2 )63 Iqi FLOOD ZONE AE=�•7 � ^ \-c 23 N� \ q15' o. --- OD 39.4' �Z o U^ �J1 p• °O EXISTING liI COVERED PORCH I IJ ( ESERVA110N) EASEMENT FORMBOARDS 16s N1ssN DO p �• CONSERVATION (PR V6.4J w <O PER PLAT OF SOUTHERN OAKS ESTATES) W TOP OF FORMS \ EL=8.67 219 31.3 EXISTING CONC y Fri 1 COVEREDN RESIDENCE w SLAB 0 EXISTING Iw COCHERE o! b�FFE - 8.59' TRA,+ O7 9.4' 11'" COVERED GRAPHIC SCALE �"l11,. 9 \ o. wo NI PATIO. 40 0 20 40 80 160 ^\ZL L �Q --_ -_ \`6 V mz wo e'I 3L5L I� m m 66• � m� EXISTING ( IN FEET) 16°�2 V� E POOL I 1 inch = 40 (1,. ` SCREENED m o (Ox SOUTH, p .y FND IRC 4286 $g. \ CONC DECK m 0.1' WEST) `0 O \ m N N00002'55"E FLOOD ZONE x \ \ v o TRACT "A> Z.. I DoO (VACANT). z, 130.79' TRACT "B,r FLOOD ZONE AE-5.7 \ m (A - - - - - _ TOGETHER WITH 293\ n N P PARCEL ;> 8�7.% v\ / +" Co _ -._. \ FND IRC 4286 p m T_ \ (0.1' WEST) \ , S03°03'16"W - _ \ S02'45'31"E SO6'02'38"W o \ 37.4T 5 J m 881.06' /J`------- 74.47 -- SURVEY CONTROL LINE --_ -/7- S�381,I8"w (SURVEY CLOSURE LINE) wND IR (NO ID) \06, S0344'03"W FND PRM NORTH) (0.1' WEST) __ 77,51'- o (0.1' NORTH) w FND IRC 42116- m j0.2' WEST) FND IRC (ILLEGIBLE) PERMIT # 2008-0337 --____ _ (0.1'WEST) E� DGE OF EXISTING VEGETATION LINE ` - - SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL (PER PLAT (PRESERVATION) EASEMENT LAND SURVEYOR. (PER PLAT. OF SOUTHERN OAKS ESTATES) � 00 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK (FOR TRACT B) WAS FEBRUARY 25, 2021 (SKETCH). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. _ - --- 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERN MOST LINE OF TRACT "B", BEARING N89'48'10"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. N 6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. , � A;a 7. PROPERTY LIES IN FLOOD ZONE ' AND "AE-5.7°; PER INTERPLOATION OF MAP T2111CO276 K, DATED 2=t9-20. NORTH FORK ST. LUCIE RIVER FLOOD ZONES SHOWN ARE INTERPOLATED FROM THE MAP REFERENCED HEREIN. Km: o 8. LANDS SHOWN 'HEREON WERE NOT ABSTRACTEDFOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. m 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS �zcmo PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES: 10, ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NAVD 1988. APPROXIMATE LOCATION CERTIFIED TO: OF WEST SHORE LINE HAROLD G. MELVILLE AND CLAIRE S. MELVILLE BOUNDARY SURVEY wzwAePREPARED FOR RICHARD C. LAVENT RE v �� I DATE HAROLD &CLA RE MELVILLE ,j FLORIDA PROFESSIONAL LAND ar4VEYOR # 5209 - -REVI S 1 0 N S- BY DATE ADD TOPO AND TREES MWH ......I 6/04/20 ....... .. ............... MERGE ADJOINING PROPERTIES JOE M 7/13/20. ADD PROPOSED GARAGE & DRIVE JOE M 7/23/20 ADD FLOOD ZONES JOE M 8/25/20 FORMBOARD TIE-IN SURVEY MWH 2/26/21 BY DATE FIELD JPH 3/13/20 CALCS. MWH 3/12/20 DRAWN MWH 3/16/20: CHECKED RCL 3/16/20: FILE REF. JFIIELD PK/PG 12.2105 GPS LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING LB 7056 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 _(772) 398-6430 PHONE (772) 398-6426 FAX DATE: 3-16-20 SCALE: 1"=40' JOB No. 20.3416 SHEET 1 OF 1