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Home My WebLink About2007 - (#19) Vero Mini Storage Boundary SurveyVICKERS RD N TROPICANA PROJECT DESCRIPTION I S TROPICA SITE PARCEL THAT PORTION OF THE FOLLOWING LYING NORTH OF THE LINE DESCRIBED IN THAT; LEGEND: CERTAIN BOUNDARY LINE AGREEMENT AS RECORDED IN OFFICIAL RECORD BOOK 1401: ;; s PAGE2456OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. POB - POINT OF BEGINNING a T y n c THE SOUTH 165 FEET OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 ;; POC - POINT OF COMMENCEMENT ti9 OF SECTION 20. TOWNSHIP 31 SOUTH. RANGE 39 EAST. INDIAN RIVER COUNTY, FLORIDA. R/W - RIGHT OF WAY -� LYING WEST OF. US HIGHWAY 1. MORE PARTICULARLY DESCRIBED AS FOLLOWS: CENTERLINE ELEV - ELEVATION FOR A POINT OF BEGINNING BEGIN AT THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF ! MEAS - MEASURED R g�REE� THE SOUTHEAST I/A OF THE NORTHEAST 114 OF SAID SECTION 20: THENCE RUN NORTH ; aARgE 165.00 FEET: THENCE RUN EAST 1104.75 FEET TO THE WEST RIGHT OF WAY LINE OF US ORB - OFFICIAL RECORD BOOK HIGHWAY 1: THENCE SOUTHEASTERLY ALONG SAID RIGHT OF WAY LINE. A DISTANCE DESC - DESCRIPTION OF 183.72 FEET: THENCE WEST 1188.00 FEET TO THE POINT OF BEGINNING. LESS RIGHT OF • IRON ROD AS NOTED 93 PL WAY OF THE FLORIDA EAST COAST RAILWAY AND ALSO LESS THE RIGHT OF WAY FOR w US HIGHWAY I AS RECORDED IN DEED BOOK 107. PAGE 331 AND DEED BOOK 111. PAGE F21 FOUND CONCRETE MONUMENT w 93 ST 495 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. o FOUND IRON PIPE N - AND o FOUND NAIL ORB - OFFICIAL RECORD BOOK m JOHN' S ISLAND PARCEL 2 a CLUB-WESTo POWER POLE co GOLF COURSE THAT PORTION OF THE FOLLOWING LYING SOUTH OF THE WESTERLY PROJECTION OF TELEPHONE BOX THE LINE DESCRIBED IN THAT CERTAIN BOUNDARY LINE AGREEMENT AS RECORDED IN O ELECTRIC BOX OFFICIAL RECORD BOOK 1401. PAGE 2456 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. CD WATER METER LOCAT ION MAP o WATER VALVE THE SOUTH 165 FEET OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 I RCP REINFORCED CONCRETE PIPE OF SECTION 20. TOWNSHIP 31 SOUTH. RANGE 39 EAST, INDIAN RIVER COUNTY. FLORIDA.CONC - CONCRETE LYING WEST OF US HIGHWAY I. MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING BEGIN AT THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 20: THENCE RUN NORTH : 165.00:FEET THENCE RUN EAST 1104.75 FEET TO THE WEST RIGHT OF WAY LINE OF US HIGHWAY 1: THENCE SOUTHEASTERLY ALONG SAID RIGHT OF WAY LINE. A DISTANCE OF 183.72 FEET: THENCE WEST 1188.00 FEET TO THE POINT OF BEGINNING, LESS RIGHT OF WAY OF THE FLORIDA EAST COAST. RAILWAY AND ALSO LESS THE RIGHT OF WAY FOR US HIGHWAY I AS RECORDED IN DEED BOOK 107. PAGE 331 AND DEED BOOK 111. PAGE 495 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. PARCELS I & 2 CONTAIN 168620 SQUARE FEET OR 3.87 ACRES. REMAINDER OF THE SE I14,OF.THE NE 1/4 NORTH LINE OF THE SOUTH.165' OF SECTION 20 OF THE S I/2.OF THE SE I/4 NOT INCLUDED OF THE NE 1/4 , OVERHEAD LINES COTTAGE 7.7'X 31.5' (TYPICAL) G TRAVEL FOUND 3/GUY4" IRON Cl RAILROAD TRACKS ,n TRAILER ANCHOR PIPE NO CAP 24" RCP V in 0.18'W. 0.18'N GUY I1.51 0 0 1 1 04 . 75' DESCRIPTION _ M COVERED `^val"'c' M o v ANCHOR o y FOUND 4X4 CONCRETE rn N CONCRETE _ °D rn O �99I9 MONUMENT NO CAP 1102.37' MEASURED - I1.2 -� 12.02 _ / 9� >e 18. I f8. I 17. I 14.4 13.3 S 89° 51 '04"W 1057 31 ' I I .7 O -+I I .5� -- -++-3 - fro-��-�- -Oy _l0_O� vi #10.6 __� 12.06 ^ _ _ 10. 70 G� G) c 4 FOUND 3/4- IRON 13.8 13.7 12.4+ II.6 II.3 10.5 + II.2 12.2� rn � ' Cv a 9.8 y� y� 0 I�9 . PIPE NO CAP 1 0. 1 _� 5 �' o 1p J 18. + + + + Q > 2 12.5'X 20 J' v� o 0 19.7 + I1.3 ,. 34' 10.7 �O CONCRETE 10.90 G J, 12.03 Q � 14.4 13.4 11.7 PARCEL p ��'. 'o. o• \ `s 1 8. 3 TOP OF 10. 5 P A R C E L I 10. 8 12. 5 + ;+ 11 1 1. 1} 1 1. I+ � + I o. 4+ 10.2 J' y �a � + + COVERED COVERED I2 07 BANK + 4- + + + CONCRETE gt2.1 I 4 \ I6.4 I3. 7 PARCEL /� [� COVERED f I .0 waoD WO c� �`° a I I ,35 o C/L SWALE 12 . 7 SUBJECT f- f •'1 I \ C E L + CARPORT � CONCRETE WOOD c,� S �p yip Q� 18. I + I I . 7 + + I I I 11 . 2 + COVERED , GRAVEL + -, --� 0 I . 25 G o BREEZY VILLAGE MOBILE HOME PARK! ( (9 + + 3.87 ACRES 1 1 .9 C NCRET I 1.6 I 1 .2+ DRIVE f 0 4 10.5+ 1 1 .0 �- v' a GZ PLAT BOOK 9. PAGE 34 - 0.0 I4.8 13.6 NO IMPROVEMENTS SHOWN AT CLIENT R QUEST I I .9 + + a FOUND 4X4 CONCRETE F SCREENED +I1.2 COVERED 11.18 .8+ MONUMENT & 44I6 CAP + + + �2 CONC �i CONC ��CONCRET // SCREENED I WOOD � 12.0 EASEMENT PER 14.0 ,.CONCRETE WOOD I2.13 _ • +16.9 12 . 7 I I . 3 I I . 2 �o • i . ,� , � COVERED � � OFFICIAL RECORD � 21.34N. 10.37'W I3.7 FOUND 4X4 I0.9 +I I I p S 10.6 + n v( I0.87 CURB BOOK 1401. FOUND 4X4 CONCRETE P O E3 I ul 17 . 8 13 7 + + + �� e.`o .5 1 I . 1 + + 10.6 ,� MONUMENT & 3435 CAP FOUND 5/8 IRON 19 . + + N LINE OF NE I /4 OF SE I /4 CONCRETE "� i L . 8 1 5 I 6 + '1 I0. 8 10.9 rn 10. 8 PER � '� FOUND 5/8" IRON + - `� + - � CONC PAGE 2456 LABELED NW CORNER of ROD &CAP ADJACENT 20. I ROD & 44I P PER PLAT BOOK I6. PAGE 6 MONUMENT �� 01 2. 5 m 12 v �W a "' 20.6' 30.4 - 30 �, 3p 10.6 12.11 PALM LAKE cLus PHASE I S6.DJ `. 6 CA 15.8 14.0 & 4416 CAP N _89°+19 28 W 7 u' oN - N 0 do BLOCK o . � 3 3 rn GUY ANCHOR cENrER of SECTION 20 CAP CRUSHED PLATS i 5 19.69 N. 9.57 W °_ , + + ° _ 4I .27 DESC N g9 13 27 w 324.t I I .9 PUMP N ► - O _. o. a; N 6i N 89 13 27 W__:..:,.:741 :"27 .. MEAS N �^ .. o �� ir, o Cv O NE CORNER OF THE . - TOP OF '� I9.56' - - ro CV` � N HOUSE • O. N _ N NE (/4 OF SE I /4 , 'FAR [� N 0.85 N 89° 50' 24"W FOUND 4X4 14.40' BANK 1 /-il\ C E L 14.0 AREA OF OVERLAP 12 9 10 EASEMENT PER PLAT OOK 16. PAGE 6 1.3 12.0 12.4 + _ + �` 1 7 . 7 ° I I . I I I . 8 S 89° 5 I ' 04 "W 1057.42 ' _ �, FOUND 4X4 155 . 37 ' CONCRETE MONUMENT P O B 1 23.6 1 . / �O J, u,�ooG N 89 5 1 ' 04 " E 3 14 .99 ' 10.8 N l l . 5 orn 10.8 ��' -- ,� CALC CENTER OF SECTION PER r'0 O �p�j 2 16.0 N LINE OF NE I /4 OF SE 1 /4 6' CHAIN LINK FENCE 1188.00' . 00 ' DESCRIPTION TRAILER - CONCRETE F + 4 G 4 + } {TYPICAL) N C�'_ co _ FOUND 5/8' MONUMENT SPLIT 1 s "'.�� 13 . 2 N, 118 I 03 MEASURED FENCE IRON ROD & 4416 CAP �. �� v co & 3435 CAP �0 oar 13.5'X 0.90'E' PALM LAKE CLUB PHASE I o 20� o BOUNDARY LINE PER AGREEMENT I .70's PLAT BOOK 13, PAGE 47 �o a oZ OFF I C I AL RECORD BOOK 1 40 1 LOT 2 8.3' SHED ON ti A�� D R A I N A G E EASEMENT PAGE 2456 - WOOD CONCRETE o cn STORAGE NON T PLATTED ON CONCRETE - PUBLIX INDIAN RIVER SUBDIVISION FOUND PERMANENT PLAT BOOK 16. PAGE 6 -ACCURACY CONTROL POINT THE EXPECTED USE OF THE LAND IS COMM REVISIONS BY 4.ADD ACREAGE REVISE SITEMAP 12-07-06 SMV 3. ADD BUILDINGS 11-01-06 SMV 2. ADD TOPO 10-31-06 SMV I. ADD REVISED 1.A 2-2-06 1 DMJ - ERCIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 10000 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. ! -MEASUREMENT METHODS o �o �-- ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED : cr- w rn N - ry li WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS S 1"1"I Q _j PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY Q o 1 TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY Q OF I PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA O U COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS rn= ,�,� PERFORMED� BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE o a I SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. >- co /� O > CO � o U -LIMITATIONS 0 "X" cr- w SUBJECT PARCELS APPEAR TO LIE IN FLOOD ZONE ACCORDING m TO MAP No. 12061CO079 F. DATED JULY 2. 1992. x Q -DATA SOURCES a J Q lfl Q u_ z O co N THE DESCRIPTION WAS PREPARED E ED BY .THE SURVEYOR. NO SEARCH OF THE � rn FOUND STRADDLERS PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE 10 ON MANHOLE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT - ^. (0W PERMANENT CONTROL POINT OR HIS REPRESENTATIVE.' Q NLn !� � -APPARENT PHYSICAL USE ct: r,� - N ►� i RENTAL UNITS -EASEMENTS I NONE PROVIDED BOUNDARY INCONSISTENCIES ; -CERTIFIED TO: SURVEYORS' NOTES IT APPEARS THAT A FOUND IRON ROD AND CAP ON THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILROAD HAS BEEN USED BY THE SURVEYORS WHO FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST. INC.' 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. PREPARED THE RECORDED PLATS TO THE WEST. SOUTHWEST'AND SOUTH OF THE HATCH & DOTY. P.A. SUBJECT PROPERTY. THIS MONUMENT IS APPROXIMATELY 14.30 FEET NORTH VERO MINI STORAGE. LLC 2. BEARING BASE - THE SOUTH LINE OF THE NORTHEAST QUARTER BEARS OF THE STRAIGHT LINE BETWEEN THE FOUND MONUMENTS AT THE SOUTHEAST AND LAWYERS TITLE INSURANCE CORPORATION. INC. N 89050'24"W RELATIVE TO THE FLORIDA EAST ZONE STATE PLANE COORDINATE SOUTHWEST CORNERS OF THE NORTHEAST QUARTERIOF SECTION 20. SURVEYOR SYSTEM AND ALL OTHER BEARINGS ARE RELATIVE THERETO. FOUND PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS -DATE OF SURVEY: 12-IB-05 THAT ARE IN LINE BETWEEN THE FOUND IRON ROD AND THE AFOREMENTIONED 3. PARCELS I & 2 CONTAIN 168620 SQUARE FEET OR 3.87 ACRES. SOUTHEAST AND SOUTHWEST CORNERS OF THE NORTHEAST QUARTER. SURVEYOR THIS SURVEY I� „ ;NOT ✓` RACID WITHOUT THE SIGNATURE .AND ORLGINAL ALSO FOUND OLDER CONCRETE MONUMENTS ON THE;BOUNDARY OF THE SUBJECT RAISED SEAL OF-]-HE-'FLORIDA LICENSED SURVEYOR AND MAPPER PARCEL THAT HAVE BEEN SET USING A STRAIGHT;LINE ALONG THE SOUTH LINE NAMED BEL-OW. OF THE NORTHEAST QUARTER. SURVEYOR BELIEVES THAT THE ADJACENT PLATS HAVE BEEN INCORRECTLY MONUMENTED AND HAS HELD THE SECTIONAL BREAKDOWN` -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE FOR THIS SURVEY WHICH CREATES THE OVERLAP BETWEEN THE SUBJECT PARCEL CA ES jj ANCHA'RD. FLORIDA LICENSE NUMBER LS 5755 AND THE PROPERTY TO THE SOUTH AS SHOWN. 1 (SIGN AND SEALED) nir a 7 2006 - DRAWN DMJ CHECKED DMJ DATE 12-19-05 SCALE I" - 60' JOB NO. 2005-249 SHEET OF SHEETS I 20-31-39 � V I CKERS RD N TROPICANA DESCRIPTION i PROJECT S TROP I CA S T E PARCEL ►- ` :THAT PORTION OF THE FOLLOWING LYING NORTH OF THE LINE DESCRIBED IN THAT N LEGEND: CERTAIN BOUNDARY LINE AGREEMENT AS RECORDED IN OFFICIAL RECORD BOOK 140I. �s PAGE 2456 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. POB - POINT OF BEGINNING a m �, POC - POINT OF COMMENCEMENT THE SOUTH,165 FEET OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 31 SOUTH. RANGE 39 EAST. INDIAN RIVER COUNTY. FLORIDA. R!W - RIGHT OF WAY - CENTERLINE v� LYING WEST OF US HIGHWAY 1. MORE PARTICULARLY DESCRIBED AS FOLLOWS: ' ELEV ELEVATION _ FOR A POINT OF BEGINNING BEGIN AT THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF 1 60' MEAS - MEASURED 5 �REE� THE SOUTHEAST'1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 20: THENCE RUN NORTH ARgER 6 165.00 FEET: THENCE RUN EAST 1104.75 FEET TO THE WEST RIGHT OF WAY LINE OF US ORB - OFFICIAL RECORD BOOK HIGHWAY.I: THENCE SOUTHEASTERLY ALONG SAID RIGHT OF WAY LINE. A DISTANCE DESC - DESCRIPTION OF 183.72 FEET: THENCE WEST 1188.00 FEET TO THE POINT OF BEGINNING, LESS RIGHT OF 9IRON ROD AS NOTED ' 93 PL WAY OF THE FLORIDA EAST COAST RAILWAY AND ALSO LESS THE RIGHT OF WAY FOR ,. US HIGHWAY I AS RECORDED IN DEED BOOK 107. PAGE 331 AND DEED BOOK III. PAGE 91. FOUND CONCRETE MONUMENT w 93 ST 495 OF THE PUBLIC RECORDS.OF INDIAN RIVER COUNTY. FLORIDA. oFOUND IRON PIPE o FOUND NAIL AND ORB - OFFICIAL RECORD BOOK a m JOHN' S I SLAND PARCEL 2 CLUB -WEST POWER POLE m GOLF couRSE THAT PORT I ON OF THE FOLLOW I NG LYING SOUTH OF THE WESTERLY PROJECTION OF O TELEPHONE BOX THE LINE DESCRIBED IN THAT CERTAIN BOUNDARY LINE AGREEMENT AS RECORDED IN O ELECTRIC BOX OFFICIAL RECORD BOOK 1401. PAGE 2456 OF THE PUBLIC RECORDS OF INDIAN RIVER C® WATER METER COUNTY. FLORIDA. LOCATION MAP 0; WATER VALVE THE SOUTH 165 FEET OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 RCP, REINFORCED CONCRETE PIPE OF SECTION 20: TOWNSHIP 31 SOUTH. RANGE 39 EAST. INDIAN RIVER COUNTY. FLORIDA. _ LYING WEST OF US HIGHWAY I. MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONG CONCRETE I FOR A POINT OF BEGINNING BEGIN AT THE SOUTHWEST CORNER OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST I/4 OF SAID SECTION 20: THENCE RUN NORTH -j 165.00 FEET: THENCE RUN EAST 1104.75 FEET TO THE WEST RIGHT OF WAY LINE OF US HIGHWAY 1: THENCE SOUTHEASTERLY ALONG SAID RIGHT OF WAY LINE. A DISTANCE OF 183.72 FEET: THENCE WEST 1188.00 FEET TO THE POINT OF BEGINNING. LESS RIGHT OF WAY OF THE FLORIDA EAST COAST RAILWAY AND ALSO LESS THE RIGHT OF WAY FOR US HI HWAY I AS RECORDED IN DEED BOOK 107. PAGE 331 AND DEED BOOK 111 PAGE - 495 0 THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. PARCELS 1 & 2 CONTAIN 168173 SQUARE FEET OR 3.86 ACRES. REMAINDER OF THE SE I/4 OF THE NE I/4 .NORTH LINE OF THE SOUTH 165 OFSECTION 20 OF THE S I/2 OF THE SE I/4 OVERHEAD OF THE NE I/4 NOT INCLUDED LINES COTTAGE 7.7 X 31.5 G (TYPICAL} RAILROAD TRACKS TRAVEL GUY FOUND 3/4 IRON , n TRAILER P I 24 - RCP V ' ANCHOR PE NO CAP {� Ln 0. 18 W. 0. 1 8 N GUY 11.51 51 0 N 0 1 104 . 75 DESCRIPTION _ "? co COVERED `" �, - o v ANCHOR o y FOUND 4X4 CONCRETE rn - N CONCRETE °• / i 9 i9 MONUMENT NO CAP 1102 : 37 MEASURED - 1 1 .2 0 -i0 co °' v 12.02 9 17.I II.7 ❑T - I1.5 10.0 ,,, 10.6 12.06 ^ 9r' �• I8. L I8 I 14.4 I3.3 S' 89 51 '04"W 1057.31 ' + rn + F I0.70 �� G� V' 4 FOUND 3/4- IRON 13.8 13.7 + 11.6 11.3 10.5 + II.2 ;12.2' rn cv 0 9.8- Cy PIPE NO CAP 12 . 4 I 0 . I !n\\ °' °° ,�� c'o 0 0 � J, 7 U,I2.5'X 20 ollo 18. Z +I7.7 + + 10.3+ + v s �n v "' �• o 2 ' ° 12.03 °� 19.7 14 .4 + 13 .4 I I . 3 �, v o �. O •\ 3 10. 7 1,0 CONCRETE �cP G Q ems° I I .7 / 1 12. 5 + + 1 1 . 6 f 1 . I+ ! I I+ 3 + 10.4+ 10.2 J'/[- 1 8 . 3 TOP OF 1 0 5+ PARCEL ( + 0 8 $1 2 . 1 1 4 0 + + .10OVERED COVERED � �'' BANK + 13.7 + + CONCRETE \ . COVERED I I .0 WOOD W00 s '�6` 12 . 7 I I 35 .� o v' 16.4 12.7 CARPORT \ WOOD y C/L SWALE SUBJECT PARCEL + CONCRETE s ° o Q 18.I + COVERED 1 t + 11.7 +I1.I II.2 + C NCR T 11.2 GRAVEL + II Z _G V.I AGE MOBILE HOME PARK `n 19. + + 3 . 87 ACRES I 1 .9 E 1 1 .6 + DR I VE 10 .4 10. 5+ 1 1 .0 u' 4 a Z BREEZY LL Lo w I4.8 I3.6 � v a PLAT BOOK 9. PAGE 34 - 0.0 I 1 .9 SCREENED +I 1 .2 + +COVERED I I . I8 Z FOUND 4X4 CONCRETE / i � � • 8+ MONUMENT & 4416 CAP + + + 1 1 2+ 2 CONC i CON C �CONCRET �i SCREENED 1. WOOD COVERED 12 EASEMENT PER 21.34N. 10.37'W+ 14.0 12.7 iI.3 0 �. ,�. 9.CONCRETE WOOD ° ! 12.13 OFF 0 ICIAL RECORD d, 16.9 13 . 7 FOUND 4X4 I I . I a� ^� �° 10.6 + Q 4 N I v' 1 7. 8 I3. 7 + +f 0.9 + + tk !k ^� + + 10.6 6, 10. 87 CURB BOOK I40I . FOUND ax CONCRETE _ P � B + + t� L t NE OF NE I /4 of SE 114 CONCRETE ^� I I .8 I .5 � 1 6 + � • I ! . f 10.8 � f 0.9 u, ! 0. 8 MONUMENT & 3435 CAP FOUND 5/8 IRON PER 19 - i FOUND 5/8 IRON + - 5 + n CONC PAGE 2456 PER PLAT BOOK 16: PAGE 6 MONUMENT r. 2: �, W 20. 30.4• _ 30, c\, 3p 10.6 I2.II LABELED NW CORNER of ROD � CAP ADJACENT 20 I ROD & 44I6 CAP °� ,,, o0 oI2.5 co ,r, 3 3 0, GUY ANCHOR PALM LAKE CLUB PHASE I 4 : 15 . 8 1 4 0 44 16 CAP N .89 +19 o cv - �o cv to BLOCK o ca sF+ D 28 W 741 .27 CAP CRU E ° DESC o r. ,, CENTER OF sEc�ioN 20 PLAT, 1 5 19.69 N> 9.57 W +- I l= g+,_. o " . ,.,,. PUMP N �, - o 0 N 89 13. 27 W , , 324 .6T . N 89 13 27- W 741 .27 MEAS v ter. o N ,n 0 4 w o �, 0) N I I .31 f4E CORFJER OF THE TOP OF N _ _ ro N u� HOUSE p NE 1/4 OF SE 1/4 BANK I9.56' AREA OF OVERLAP I2.9 10 EASEMENT PER PLAT OOK 16. P GE 6 + N 0.85 ° - FOUND 4X4 PARCEL 214.0 1 3 12.0 I2.4 N 89 50 24 W 14.40' ° - CONCRETE MONUMENT. 1 23 .6 1 ' r' 0 1 7.7 N 89° 5 1 04 " E 3 1 5 , 08I I : I I I .8 S $9 5 1 ' 04 ' W 1057 .42 10.8 N I I . S orn 10. 8 FOUND 4X4 155 : 37 P O BZ�l _ u� °o CONCRET � i9 � ��` "•' a G N I N of N of /4 1188.00 DESCR 1PTION TRAILER _- E CALC CENTER OF SECTION PER O O+ p � QG2Q +I 6 . 0 L E E �/4 SE I �6 CHAIN .LINK FENCEi. cv- � _ _ FOUND 5/8 MONUMENT SPLIT 2 F 4 v'.� 13 . 2 cv 118 1 . 03 MEASURED (TYPICAL } - - \FENCE - `O I R0N ROD � 4 � 3435 CAP 416 CAP } DCO \ �0 v 13.5'X 0.90.C. o o BOUNDARY LINE PER AGREEMENT 1 .70' S PALM LAKE CLUB PHASE 1 rn0 o. o � 8.3 SHED LOT 2 PLAT BOOK 13. `PAGE 47 0 nZ ° _ OFF f C I AL RECORD BOOK 140 I . ON o DRA I NAGS EASEMENT WOOD PAGE- 2456 STORAGE CONCRETE U' ON CONCRETE NOT PLATTED � ED PUB L IX IND IAN RI VER SUBDIVISION FOUND PERMANENT. CONTROL POINT PLAT BOOK 1 6. PAGE 6 • AccuRACY THE X REVISIONS BY 5. REV BDRY 2-22-07 DMJ 4.ADD ACREAGE & REVISE SITEMAP 12-07-06 - SMV 3.,ADD BUILDINGS II-01-06 SMV 2. ADD TOPO 10-31-06 SMV 1. ADD REVISED DESC 2-2-06 DMJ U 0 W W LL LU ~ Q (f LJJ U 0 V a LL � z � LiJ �j G ` 0 Q M n LIJW �'1 �-�-•� CL W E PECTED USE OF THE LAND 10 COMMERCIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 10000 FEET WHICH WAS MET E N THE CASE OF THIS SURVEY: *MEASUREMENT E SUREMENT METHODS o 0 �•- ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED E c wN LU V / ro cL a ,: WITH THIS SURVEY WASiTESTED AND CALIBRATED.- ALL WORK WAS o~ J w q RF PE ORMED-WITH AN ELECTRONIC TOTAL STATION READING bIRECTLY Q � Zzi TO A MINIMUM OF CON 6 SECONDS PER ANGLE -WITH A DISTANCE ACCURACY Q OF I PART IN 50 000. A DATA A ALL T WAS RECORDED USING AFIELD DATA �- � � z U COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS O1� CC M Q PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE w Is SHOTS WERE DONE USING A REDUNDANCY OF .MEASUREMENTS. co >- �, Lu CO p LIMITATIONS w Q SUBJECT PAR " CELS APPEAR TO LIE IN FLOOD ZONE X ACCORDING > cn m TO MAP No. 1206IC0079 F. DATED JULY 2. I992: x J a �[Ln Lj_ -DATA SOURCES Z N - N N THE DESCRIPTION WAS PREPARED BY THE SURVEYOR. NO SEARCH OF THE cn _ .FOUND STRADDLERS PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE L ' r. ON MANHOLE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT Q W LL PERMANENT 1 OR HIS REPRESENTATIVE . ^ cv u�i CONTROL POINT � � N -APPARENT PHYSICAL USE v RENTAL UNITS EASEMENTS NONEPROVIDED BOUNDARY INCONSISTENCIES E ES -CERTIFIED TO: IT APPEARS THAT.A'FOUN IRON T W SURVEYORS NOTES D ( 0 RODANDCAP ON HE EST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILROAD HAS BEEN USED BY. THE SURVEYORS WHO FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST INC. 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. PREPARED THE RECORDED PLATS TO THE WEST. SOUTHWEST AND SOUTH OF THE HATCH & DOTY. P.A. SUBJECT PROPERTY. THIS MONUMENT IS APPROXIMATELY:14.30 FEETNORTH T VERO MINI STORAGE. LLC 2. BEARING BASE - THE SOUTH LINE OF THE NORTHEAST QUARTER BEARS` OF THE STRAIGHT LINE BETWEEN THE FOUND MONUMENTS AT THE'SOUTHEAST.AND LAWYERS TITLE INSURANCE CORPORATION. INC. N 89050'24".W RELATIVE TO THE FLORIDA EAST ZONE STATE PLANE COORDINATE SOUTHWEST CORNERS OF THE NORTHEAST QUARTER OF SECTION 20._SURVEYOR SYSTEM AND ALL OTHER BEARINGS ARE RELATIVE THERETO, FOUND PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS -DATE OF SURVEY: 12-18-05 THAT ARE IN LINE BETWEEN THE FOUND IRON ROD AND THE AFOREMENTIONED 3. PARCELS I & 2 CONTAIN 168173 SQUARE FEET OR 3.86 ACRES.SOUTHEAST AND SOUTHWEST CORNERS OF THE NORTHEAST QUARTER. SURVEYOR THIS SURVEY I,S NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL ALSO FOUND OLDER CONCRETE MONUMENTS ON THE BOUNDARY OF THE SUBJECT RAISED SEAL 0 THE FLORIDA LICENSED E ED SURVEYOR AND MAPPER PARCEL THAT HAVE BEEN SET USING A STRAIGHT LINE ALONG THE SOUTH LINE NAMED BELO`dd, OF THE NORTHEAST QUARTER. SURVEYOR BELIEVES THAT THE ADJACENT PLATS HAVE BEEN INCORRECTLY MONUMENTED AND HAS HELD THE SECTIONAL BREAKDOWN ►� AND MAPPER IN RESPONSIBLE CHARGE . FOR THIS SURVEY WHICH CREATES THE OVERLAP BETWEEN THE SUBJECT PARCEL -� C BLANCHARD. FLORIDA LICENSE NUMBER LS 5755 MIR! AND THE PROPERTY TO THE SOUTH AS SHOWN. ( ED AND SEALED) MAR 2 12007 DRAWN DMJ CHECKED DMJ DATE I2-19-05 SCALE I` - 60' JOB NO. 2005-249 SHEET OF SHEETS 20-31-39