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Home My WebLink About2005-0409 - Formboard Surveya M 0 N N 0 N 0 3 0 Z m 0 N 0 i 0 a rn 3 0 a U `m .� c 3 0 V ;J 0 a v F- 0 N O O N O N U w i � N � PKW JTOUT ID MW IN CUTOU BM EL. 22.40' \ N.A.V.D 88 C� 432 G I I I I I I i I 1 433 56�. �2 2 'O v n �5 ��' \� � 1 � � 83 � �' � 6 � v O_ \ � C� `�� 11 � NO BRICK 1- W + —1' EARTH &FORM Pj�,VER45 �I� � EL. 2�' I N W 434 '� I. 6.71, EXISTING Ilo RESIDENCE (NOT LOCATED) I N88' 11' S8"E (RADIAL) � �� 115,00' I I I I I I I I I 1 I '- 6.00' U.E. GRAPHIC SCALE 30 0 15 30 (INF'�') 1 inch = 30 ft. LEGAL DESCR/PT/ON; ,. _ �rt, - �,, ;.. ....�e s...�e.. Att. E S u' �i _ : �=`` ....SITE .. . e �a F. � sg::�,u„L COUNTY, FLORIDA VICINITY MAP NO SCALE LOT 434, PORTOFINO SHORES -PHASE TWO, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 43, PAGE 33, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIIDA 0 N H � Z � rn o � Z m 1 � O O a '�E �� °o U F' 2 �' (� No oa Q � � � w p aJ�i � Qw N c� a ��ti� w� J ~' v w J � ui v a co ♦2 m J N 0 O LEGEND >a (P) PLAT DATA CONC CONCRETE ~ (F) FIELD DATA TOB TOP OF BANK \' / = W (C) CALCULATED FROM FIELD MEASUREMENTS (RAD) RADIAL LINE � � No. NUMBER © Z FND. FOUND Q P.C.C. POINT OF COMPOUND CURVE PC POINT OF CURVE � P.R.C. POINT OF REVERSE CURVE PT POINT OF TANGENCY P.L,S. PROFESSIONAL LAND SURVEYOR � CENTERLINE W Z L.B. LICENSED BUSINESS Z W IRC IRON ROD &CAP OW WATER METER V, D DELTA (CENTRAL ANGLE) CAN ❑ CABLE TELEVISION RISER � W L ARCILENGTH COO SANITARY CLEANOUT z CB CHORD BEARING ® HAND HOLE N.A. V.D. NORTH AMERICAN VERTICAL DATUM TELE ❑ TELEPHONE BOX TYP TYPICAL EL. ELEVA710N MW MAG NAIL&WASHER NOTES; � 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ; SURVEYOR AND MAPPER. 2. ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3. THE LAST DATE OF FIELD WORK WAS JUNE 23, 2020. (n 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD �. BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. � 5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 6. ELEVATIONS SHOWN HEREON ARE BASED ON GPS RTK INFORMATION AND IS RELATIVE TO THE m NORTH AMERICAN VERTICAL DATUM OF 1988. � 7. THE GPS SOFTWARE USED FOR THIS PROJECT: TDS SURVEY PRO, VERSION 4.95. /REALTIME (n PROCESSING IS BASED ON THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL SURVEYS. 8. THE SPECIFIED PURPOSE OF THIS SURVEY IS TO THE SETBACK OF EARTHEN FORM TO THE PROPERTY LINE. �� I n � . •• .. � Wv 00ui Q �LL �� O 2 W �� a � �a �� ZW �o i O w� �� LL �,� oU O Q LL DRAWN BY: KRO CHECKED BY: MTO PROJECT: 20-240 DATE: 6/24/2020 SCALE: AS SHOWN SHEET 1 OF 1