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HomeMy WebLinkAboutBoundary Survey-Toe h --�Tpa tic roe k +0" ti FND IRC 4286 k6 + Orr \\ (0.1' SOUTH, TRACT „A„ +--Toe---I-_TOS Rory N 1 TO&� Toe 0.1' WEST) <\ .(VACANT) - FND IRC (ILLEGIBLE) Tpe N89`48 1 o E ��� DITCH +1�0 T0B » TOB TRACT A" �172.53' + + Sg0°01- TOB-� - (VACANT) - - 7-OS, TOB '7---F-�_ 13%. O1" \ �I R FND IRC (ILLEGIBLE) TOB-.-�TOB-�'42 \ DITCH. �'�6 (0.1' WEST) / `L' +0 I �O +� e�6 Qs + 000 Rs& f I 176,8' +/ t ro FND IRC 4286 Z _ O o (0.2' SOUTH, - -00`1 +�. I I I 0� 0.1' WEST) ti 1,5 + 4810 E+ k 2 f o° + + N89°'"��. +" kk O 165.03' �� 51 + oSN - - 5.02 x 4.64- O I POND C^O� �q2 s a5`L FND IR (NO ID) FND IRC 4286 I O R s9 + (0.1' SOUTH) + a`L 75' ZONE OF PROTECTION - +°`' .96 (0.2' WEST) - FROM THE RIVER'S EDGE 0'� + AS PER ST. LUCIE COUNTY Ld > 00 N. + + +b +6. `t)s �� Cj, COMPREHENSIVE PLAN, - w C�. CV N +h O/ KEDGE OF EXISTING I POLICY 1.1.8.8 W O 6 ,N VEGETATION LINE C)n ^ Off' k�. + f-) wD O : +h� 7:7' 16.0' 326.2' P08 O 5.3' - - -I FND tRC .4286 a _ Xg (0.1' WEST) (LESS AND EXCEPT .N h1 MI I roo 92 ? S 4.41 CONSERVATION PRESERVATION) EASEMENT -p PARCEL) - LOT »A-1" + nl a _ a 11_ k N_, k4.22 6 PROPOSED k n o ti + �, �o (PER PLAT OF SOUTHERN OAKS ESTATES) - B- - N89°4810 E (3.73.ACRES). ,10. PAVER WALK o of 6�. o+�O I� ao o-� qs. !fin. �+�. +`' I� + � n oa +kk s Nd +° 29.97 0� PROPOSED > a +k. 6D I a. RESIDENCE �. +� O tx I ti 274.1' + 14.0' PROPOSED - -�- - - - O rFND +Z 7.7' (NAND 1 .55' 12.7' +TRACT „A., IR (NO ID) I (VACANT) g 0, N k4.g) (0.1' NORTH, g.3 `L O n 0.1' WEST) +� `b. O -rq APPROXIMATE LOCATION e0 + �0 14.7'. 0�. 28 I 'OF WEST SHORE LINE 8.72 + 2.33' 00 N + 0I PORTE I4 t'r) r �`L� �N, NI COCHERE I N 't + PROPSED DRIVE CV t` CON 23.3 CD 'co 'coMi r'> FND PRM 4286 - Lf)D m �. S89°48'10"W . SE 0.1' NORTH, k 0 k N eROONc c o.t' EAST) ak ti c 236.39' �� o - o- p PRK1N I + + k 212. 3' + Z PROPOSED 12' 6+h �� k6 'y� A�h�^ FND PRM 4286 + \ CONC DRIVE ,y +h +°` +k +k +� + (0.1' NORTH) i k ti NCt� D�PL1 TRACT ,,B„ CC/ W 6� S6 N/� (VACANT) - - 6titi ENO �L�. LEGEND =CURVE CENTRAL ANGLE 0 �1 0 ��5 C) +- `D + R = CURVE RADIUS 9 v1 +h' L = CURVE LENGTH POB . NGt8. - CERTIFIED TO: (C) CALCULATED (TOGETHER WITH ro`b. 56�6A `� „� 98 HAROLD G. MELVILLE AND CLAIRE S. MELVILLE (P) = PLAT POC =POINT OF COMMENCEMENT PARCEL) P0C �R j9 /\k DAVID N. SOWERBY, P.L. ROB = POINT OF. BEGINNING SW CORNER �1 0, LOT "A-i" ��9 a8 N� 92 + HARBOR COMMUNITY BANK FND= FOUND FND IRC 4286 �6� �� OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FEE =FINISHED FLOOR ELEVATION +/- = PLUS OR MINUS (0.2' SOUTH, � +�� IR = 5/8" IRON ROD R/W LINE. 0.1' EAST) �' - DESCRIPTION - x x 0 x 6A + #2300 IRC = 5/8" IRON ROD AND CAP S FND PRM LOT "A-1", SECOND REPLAT IN SOUTHERN OAKS ESTATES; ACCORIDING TO FFE=11.62 SF SQUARE FEET o. 42 6 PROJECT THE PLAT THEREOF AS RECORDED I CM = CONCRETE M - �8.17 8.5 BENCHMARK DED N PLAT BOOK 42, PAGE. 36, OF.THE. MONUMENT FND PKD 89 / SET NAIL/TIN TAB (NO ID) PUBLIC RECORDS OF ST. LUCIE. COUNTY, FLORIDA. PKD = PK NAIL AND DISK (ILLEGIBLE) 9 01 EL=9.00 (NAVD 1988) - P.L.S.= PROFESSIONAL LAND SURVEYOR ASPHALT L=0.76's L=45 .48 / SAID LANDS CONTAINS 3.73 ACRES, MORE OR LESS. LB = LICENSED BUSINESS �9 �g " w E S B. = SQUARE FEET / 21 A-30°39'24P. GRAND OAKS AVENUE =85.00 \, � PT =POINT OF TANGENCY (60' PRIVATE ROAD R/W & U.E.) / R/W = RIGHT-OF-WAY /v - _ PRM =PERMANENT REFERENCE MONUMENT U.E. = UTILITY EASEMENT O Q/ TOB -_ TOP OF ' BANK P.U.E. = PRIVATE UTILITY EASEMENT - SURVEY NOTES / 0 = SET IRC LB 7056 0S = EXISTING SEPTIC TANK S ®= EXISTING WELL 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA © PROPOSED GRINDER PUMP/LIFT STATIONPROFESSIONAL LAND SURVEYOR. = 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. SCALE JO GONG = CONCRETE 3. THE LAST DATE OF FIELD WORK WAS AUGUST 1, 2012 (F.B. 12-223/49). EL = ELEVATIONOO = AT&T PEDESTAL 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY, 5. BEARINGS SHOWN- HEREON ARE BASED ON THE WESTERLY MOST LINE OF LOT "A-1", BEARING ® = ELECTRIC. SERVICE BOX N00°12'58"W, PER PLAT. ALL BEARINGS ARE RELATIVE THERETO. PROJECT BENCHMARK 6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. 5p0 = EXISTING ELEVATION 7. PROPERTY LIES IN FLOOD ZONE "X" AND "AE-7", PER MAP 12111CO280 F, DATED 2-16-12. k� = EXISTING OAK TREE 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. - 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR = EXISTING PALM TREE PARTIES AR IES 1S PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. A ES. e EXISTING MAPLE TREE - _10: ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD ® = = CATCH BASIN 1988). SOURCE BENCHMARK IS ST. LUCIE COUNTY BENCHMARK "WALT" WITH A PUBLISHED ELEVATION OF -x- = 4' VINYL FENCE 12.59' (NAVD 1988). 11 PROPERTY CONTAINS 373 ACRES MORE OR LESS - BOUNDARY - BY DATE FIELD MWH 7/3/12 CALCS. MWH 6/25/12 DRAWN MWH 7/5/12, CHECKED RCL 7/6/12 FILE REF. FIELD BK/PG 12.2105 12-223/38-39 & GPS LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING CIVIL ENGINEE%GI + COORDINATION 774 W. MIDW; FORT PIERCE, AY ROAD LB 7056 (772) 398-6430 PHONLORIDA 34982 (772) 398-6426 FAX DATE: 7-5-12' SCALE: 1"=30' JOB No. 12.2105 .SHEET 1 OF 1