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HomeMy WebLinkAboutSurvey95''T LOT:21TITLE NOTES �, T° FFE=101.68 1. 0 Q (WELL AND SEPTIC GREATER THAN \N. \ 249' FROM SUBJECT PROPERTY) THE FOLLOWING PROFESSIONAL OPINION IS PROVIDED BY THE UNDERSIGNED RELATIVE TO m OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT N0.860487, m rAFo• rSl� WITH AN EFFECTIVE DATE OF MARCH 10, 2020, SCHEDULE B-IL• oPAF � 09 1. NOT SURVEY RELATED OR PLOTTABLE HEREON. 2. NOT SURVEY RELATED OR PLOTTABLE HEREON. THERE ARE NO ENCROACHMENTS. 3. NOT SURVEY RELATED OR PLOTTABLE HEREON. II ° 0 T 9 e 4. NOT SURVEY RELATED OR PLOTTABLE HEREON. °e \ 5. NOT SURVEY RELATED OR PLOTTABLE HEREON: �F \ 6. PLEASE SEE SURVEY. 7. DETAILS THE RIGHTS FOR RESIDENTS, AND THEIR GUESTS, TO USE THE PRIVATELY W E DEDICATED ROADS WITHIN THE RESERVE, AS WELL AS OTHER DEVELOPMENT LOT 29 �� `Qp �j C T 9s•2, RESTRICTIONS. NOT SURVEY RELATED OR PLOTTABLE HEREON. \ 0 8. DETAILS AN INGRESS & EGRESS EASEMENT FOR RESIDENTS, AND THEIR GUESTS, TO (wELiFCREATER THAN 100.4' / m 95.1 �o� USE THE PRIVATELY DEDICATED ROAD KNOWN AS RESERVE BOULEVARD. NOT SURVEY 216' FROM SUBJECT PROPERTY) ` ^O �o RELATED OR PLOTTABLE HEREON. 4. \ /� 9 30" CMP 9, DETAILS INGRESS & EGRESS, UTILITY & LANDSCAPE EASEMENTS FOR RESIDENTS, AND e THEIR GUESTS, TO USE VARIOUS, PRIVATELY DEDICATED ROADS. NOT SURVEY RELATED OR PLOTTABLE HEREON. 10. DETAILS INGRESS & EGRESS (& UTILITY EASEMENTS) FOR RESIDENTS, AND THEIR 101.5' 101.5' / GUESTS, TO USE VARIOUS, PRIVATELY DEDICATED ROADS. NOT SURVEY RELATED OR GRAPHIC SCALE o 102.0' ` \ m 111. NOT BAPPLICABLE TO THE SUBJECT PARCEL OR PLOTTABLE HEREON. 30 0 15 30 ee 120 Lo / / \ 12. NOT APPLICABLE TO THE SUBJECT PARCEL OR PLOTTABLE HEREON. S� o a 13. NOT APPLICABLE TO THE SUBJECT PARCEL OR PLOTTABLE HEREON. III Cp o• / \ 14. NOT APPLICABLE TO THE SUBJECT PARCEL OR PLOTTABLE HEREON. FEET ( IN ov, Q o �' 15. NOT APPLICABLE TO THE SUBJECT PARCEL OR PLOTTABLE HEREON. ET 6 ) L 1 i inch = 3D ft. `�J� O V' a I 16. NOT APPLICABLE TO THE SUBJECT PARCEL OR PLOTTABLE HEREON. RfW LINE �� So o o= a 99 k ° 17. NOT APPLICABLE TO THE SUBJECT PARCEL OR PLOTTABLE HEREON. ot.o, /g 15 97.T 18. DETAILS INGRESS & EGRESS OVER "COMMON PROPERTY,' RIGHT TO GRANT UTILITY, F ot� DRAINAGE & ACCESS EASEMENTS. THERE ARE ALSO NUMEROUS USE AND DEVELOPMENT RESTRICTIONS. NOT SURVEY RELATED OR PLOTTABLE HEREON. 19. IAPPROVAL. 9�°d20. DETAISAOSURVEY RRELATED O NINGRESS&EGRESSEASEMEN EASEMENT HEREON.ABLE RESIDENTS, THEIR GUESTS, TO oo \ gg•6 �� R� pPOv dj$ rn 120 USE '',THE PRIVATELY DEDICATED RESERVE BOULEVARD. NOT SURVEY RELATED OR o k J \ �� PLOTTABLE HEREON. \ I o r 1 21. DETAILS AN INGRESS & EGRESS EASEMENT FOR RESIDENTS, AND THEIR GUESTS, TO ASPHALT jO °. FFE / o �9 USE THE PRIVATELY DEDICATED RESERVE- BOULEVARD. NOT SURVEY RELATED OR PLOTTABLE HEREON. PROJECT BENCHMARK 22. DETAILS AN INGRESS & EGRESS EASEMENT FOR RESIDENTS, AND THEIR GUESTS, TO \ SET NAIL/TIN TAB (NO ID) I �• USE THE PRIVATELY DEDICATED RESERVE BOULEVARD. NOT SURVEY RELATED OR EL=700.00(ASSUMED) 1p0• �• 98' o �`' as ao 1 y / I \ PLOTTABLE HEREON. �� pR 102. 23. NOT APPLICABLE TO THE SUBJECT PROPERTY, OR PLOTTABLE HEREON. P�o�s �a CpNcSEp tot.y o \> I m 24. NOT SURVEY RELATED OR PLOTTABLE HEREON. (� / o \ / o \ 25. NOT SURVEY RELATED OR PLOTTABLE HEREON. A �� r Q 9'�3 a tot �o�\ ~ 26, NOT SURVEY RELATED OR PLOTTABLE HEREON. 41 s \ N S 27. NOT SURVEY RELATED OR PLOTTABLE HEREON. R 60.00i s o�o\\ ^ I \ 28. NOT APPLICABLE TO THE SUBJECT PROPERTY, OR PLOTTABLE HEREON. % 1 _ �• • / / � \ 29. NOT SURVEY RELATED OR PLOTTABLE HEREON. A=90`00 00„ s 100.011 O \ y� J� \ r 30. NOT SURVEY RELATED OR PLOTTABLE HEREON. L=94.25' \\�JA� ' 9?3, \ 31. NOT SURVEY RELATED OR PLOTTABLE HEREON. O T N 32. NOT SURVEY RELATED OR PLOTTABLE HEREON. i r2o ^�ti \ y / / Q O 33. PLEASE SEE SURVEY. 01 OO P� � 34. NOT SURVEY RELATED OR PLOTTABLE HEREON. z 0 LEGEND i / ✓� \ TREE LEGEND L_ E G E I D, = CURVE CENTRAL ANGLE L_ lJ L I V R =CURVE RADIUS .NOTE: CITY WATER AVAILABLE. / / \ ' .EXISTING PINE TREE L = CURVE LENGTH (C) = CALCULATED DESCRIPTION: _ - _^--- -- - - =- _ / = PLAT ---'- -'"�-' __ ,• ,., ;raw.. ::_�-'EXISTiNG.I'QL�,.TfjEE_ _ ��� (P) - Lot 30, SABAL CREEK, PHASE I, according to the Plat thereof, as recorded in Plat Book 23, Page 32, Public Records of St. Lucie County, Florida. Less and except a portion of Lot 30 of The Plat of Sobal Creek Phase I, as recorded in Plat Book 23, Page 32, Public Records of St. Lucie County, Florida, more particularly described as follows: Commence at the southeasterly corner of said Lot 30; thence North 46' 25' 51" East, along the easterly line of said Lot 30, being the Westerly line of lot 42 and 43, according to the plat of Reserve Plantation Phase 1, as recorded in Plat Book 24, page 20, Public Records of St. Lucie County, Florida, a distance of 71.5 Feet more or less to the point of intersection with the easterly shoreline of a lake meandering the easterly boundary line of said plat of Sobal Creek Phase I and the Point of Beginning. Thence meander northeasterly along the easterly shoreline of said lake the following courses and distances: North 03' 49' 00" East, 41.4 Feet; Thence North 13' 48' 42" East, 29.7 Feet; thence North 07' 45' 00" East; 33.6 Feet; thence North 12' 48' 43 East, 25.2 Feet to the Point of intersection with the Northeasterly line of said Lot 30, being the Westerly line of said Lot 42; thence departing said easterly shoreline of said lake, South 20' 12' DO East, along the easterly line of said Lot 30 and the westerly line of said 42, a distance of 86.0 Feet more or less; thence continue along said easterly line of said Lot 30, South 46' 25' 51 West, 68.5 Feet to the point of intersection with said easterly shoreline of said lake and the Point of Beginning. SURVEY NOTES t. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2.' DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS APRIL 3, 2020. 4, UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLYMOST LINE OF, LOT 30, BEARING S20°12'00" E AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. 7. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY TITLE COMMITMENT NO, 860487;, WITH AN EFFECTIVE DATE OF MARCH 10, 2020 WAS REVIEWED AND INCORPORATED INTO THIS SURVEY. PLEASE SEE TITLE NOTES HEREON CORRESPONDING TO EXCEPTIONS FOUND IN SCHEDULE B-II. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY DR PARTIES. 9. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO260 J, DATED 2-16-12. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. 11. SUBJECT PROPERTY IS CURRENTLY VACANT AND CONTAINS 2.75 ACRES, MORE OR MESS. CERTIFIED- TO: ERIK-M. MELVILLE AND JULIA C. MELVILLE DAVID N. SOWERBY, P.L. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ATTORNEY'S TITLE FUND SERVICE5,,,,4L1.,LQ,,, rr- •'� ts5 RICHARD C. LAVENTURE [Y, _DATE FLORIDA PROFESSIONAL LAND, S+Y2 YOR # 5209 -- nmwms✓.?.,mF'BaQ' >"�H,; s� rv.,jr�l^".^,'. a �. �r.�y< r, 1 (D) =DEED �. `�' '' - EXISTING HARDWOOD TREE �✓ ORB =OFFICIAL RECORD- BOOK POB = POINT OF BEGINNING �0 SURVEY WITNESS LINE / / / POC = POINT OF COMMENCEMENT Off, (CLOSURE LINE) IR =.. #5IRON ROD 10.4 TOB = TOP OF. BANK 0 IRC =. # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FFE = FINISH .FLOOR ELEVATION EL = ELEVATION TYP. = TYPICAL 95.1 / CMP = CORRUGATED METAL PIPE tea• - - CM = CONCRETE MONUMENT ao P.L.S. PROFESSIONAL LAND SURVEYOR ,Z LB' = LICENSED BUSINESS � p �V m � CORNERS NOT SET (TYP.) 0 Sls 9� ��Q-��' �� �P'l� (FALL IN WATER) P.B. _. PLAT BOOK Li+�`^�° `QQ .0 I _ IP = 1/2" IRON PIPE 'sue' •� / VM- IPC = 1 /2 IRON PIPE AND CAP 96.3' g52 Co. PKD PK NAIL AND DISK NUj R/W. =.RIGHT-OF-WAY 95.9, ---� SJ / z N N. © = PROPANE TANK FND CM (ILLEGIBLE) 96:1' - o-o = BACKFLOW PREVENTOR . (0.2'WEST) � / WU OS =EXISTING SEPTICTANK i Y � rr M. = EXISTING WELL Eli. ZMA` K,^eO, D.M.E. = DRAINAGE AND MAINTENANCE EASEMENT ..v.«...��.m:�....m,a n zD d D.U.E. = DRAINAGE AND UTILITY EASEMENT 0 W U. E. = UTILITY EASEMENT. 1 Z M CAS �N°^ D.E. = DRAINAGE EASEMENT _ f 'aF,,,•�1� N U LU. yO_ - 0 = SET IRC LB 7056 i„a ,,.,+ _.s.taJ.__.-. Co. O = CATCH BASIN Y10 Co ® = CABLE TELEVISION BOX &+,rWV ., ^1� / 9A.,/ 2 LOT 42 qDQ=WATER VALVE TEf; KN si.. J' �N y; = FIRE HYDRANT . 43,G > = LIGHT POLE W ^ = WATER METER ^per b00 - O = ELECTRIC SERVICE BOX O o ro THE RESERVE PLANTATION, PHASE I •Q= AT&T PEDESTAL (P.B 24, PAGE 20) / o cO, = WOOD POWER POLE Z d- C = GUY WIRE CONC = CONCRETE POB LESS AND EXCEPT _o- = 5' METAL INK FENCE / ( ) 0.ECEIVED N� -o- = 4' HOG WIRE FENCE MAR 10 1tl11 / OHU = OVERHEAD UTILITY I� �� PG = PAGE permitting Department �r00+ �� 0 ����0 LOT 43 ALUM = ALUMINUM St Lude County C\,�� �O GU. tJ• ©= FPL TRANSFORMER PAD PER PLAT =SABAL CREEK, PHASE I POC (LESS AND EXCEPT) 93 EXISTING GRADE SOUTHEASTERLY X CORNER LOT 30= PROPOSED GRADE - XX. R E V I S` I O IN S- BY DATE BOUNDARY & TOPOGRAPHIC SURVEY ADD TREES MWH 4/07/20 ADD TITLE NOTES ADD LESS & EXCEPT ADD CERTIFICATIONS JOE M 4/28/20 .. ...... PREPARED FOR ADD PROPOSED. IMPROVEMENTS JOE M 3/04/21 ERIK 8c _ JULIA MELVILLE LOT 31 FFE=103.39 BY DATE FIELD ;JPH 3/24/20 CALCS RCL 3/23/20 DRAWN MWH 3 30/ 0 20 CHECKED RCL 3/30/20 FILE REF. FIELD BK/PG 20.3428 GPS DATE: 3-30-20 LAVENTURE -& ASSOCIATES, INC. SCALE: 1 "=30' PROFESSIONAL SURVEYING AND MAPPING 2552 PETERIiii ROAD, SUITE D JOB No. 20.3428 FORT PIERO .1f FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX SHEET 1 OF 1 a�ba-d3��