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Home My WebLink AboutSurveyQ 8 0 M Rm m T N 27. Inchon Mw County o �. . 'o- BLOCKLOT I4 �C�0 J F Lp S7 V 01 `S�O e�i9s yo. (NOT INCLUDED) X� `�'✓ P S 75 �+ 2 OP Pd, zr.2 FT GttP(7� S 1 LIMM 55*49'12" E L2 S 55'49'12" W L3 N 55*49'12" E 1-4 S 55'49'12" W 1-5 N 5549'12" E LIS 5 55'49'12" W 1350 M PALM E E-MAIL L-E3. 7 10 0 SCALE I 1 INCH = CERTIM TO: MARONDA 46M KAMPF TITLE A CHICAGO TITLkI l SURVEYORS NOTES: LEG 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS. RIGHT-OF-WAY, RESERVATION. AGREEMENTS AND/DR EASEMENTS OF RECORD, SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRWTE TIRE VERIFICATION.% 2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED. 3. DRAWINGS ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES. 4. ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES (CHAPTER 61G17-6.003(i)(8) F.A.C.) 5. PURSUANT TO FLORIDA LAW (F,A.C. 61G17-6. 003(17)) THIS SURVEY IS BASED ON A p; cuRVAA RE E CLOSED TRAVERSE. 0" 6, USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. R 7. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE LOCATEDAND A T SHOWN HEREON. THE SURVEYOR HAS N01 LOCATED ANY UNDERGROUND UTILITIES OR FOUNDATIONS ( FOUNDATIONS WHICH MAY ENCROACH. j, B. LEGAL DESCRIPTION AS SHOWN WAS PROwDEO VERBALLY BY CLIENT. my lGd 9. ELEVATIONS BASED ON 50.00' ASSUMED AT _. N/A _- SS NO 10, EL.EVATgNS BASED ON NORTH AMERICFN VERTICAL DATUM OF 1986 (PARENTB.M. 464 59 C.B.S. • CONCRETE &DCR t STUCCO ELEVATION 21.04 .) AND ARE EXPRESSED IN FEET AND DECIMAL THEREOF. F.P.! L. - FLORIDA POWER AM LIGHT I1. BEARINGS BASED ON THE It OF MANCIANO STREET BEING N 3CIO'/6' W (ASSUMED) RE6. - RESIDENCE PROP.. PROPOSED 12, PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES. TX - TRANSFORMER 13. LOT DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. CONC. - CONCRETE (TYPJ - TYPICAL APPROX. - APPROXIMATE 14, SEPTIC TANKS AND WELLS IF SHOWN ARE- OXIMATE LOCATIONS AND SHOULD BE FIELD E.O.P. - EDGE OF PAYSMEMT VERIFIED BY .CONTRACTOR FOR CORRE AND SEPARATION. T.O.S. - APPROX. TOE OF SLOPE 15. NORTH ARROW AS SHOWN DOES NOT TRUE NORTH OR GRID NORTH, R IS FOR E.O.W. - APPROX. EDGE OF WATER APPROXIMATE POSITION ONLY. LOTS 1 BLOCK 4 16. ALL RIGHT-OF-WAYS, ALLEYS, ASPHALT ROADS. IF SHOWN ARE TRAVEL" BOTH BY FOOT AND '.OTHERWISE NOTED BY (CLOSED To TRAVEL. WATERSTONE — PHASE. ONE 17. SETBACKS AS SHOWN ON PLOT. BY CONTRACTOR. AS R I& HORIZONTAL FEATURE ACCURACY: ((SIGNS. INLETS, VALVES, MAILBOXES. POWER POLES, Dil%IIVERTB; HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS 19. VERTIUL jA¶()HS D' ND. PAVEMENT. INLETS. ETC.). HAVE A' EREON AND FOR THE 20. THIS SURVEY IS FOR TN ANY OTHER ENTITY,. SPECIFIC PURPOSE NOTEIS;•. THE'. DISTANCE ACCURACY AND IS NOT TRANSFERABLE UNDER NdT FOOT Y6 ;WHICH WAS MET IN' 21. THE EXPECTED USE OF THE LAND IS R I FOR THIS TYPE OF BOUNDARY WORIf THIS SURVEY WAS THE CASE OF THIS SURVEY. APED` NIC TOTAL STATION 22. ALL EQUIPMENT USED IN PER ALL DISTANCE ACCURACY TESTED 7ED. WORE( READING A MINIMUM OF S; TA COLLECTOR AND of I P .000. ALL DATACONNIE w '. CREATING A CLOSED CEOMERBO;... NOTES. THE„ E USNG A OF MEASUREMENTS.AL IN AND - cA9 WAT WA4 u to e LOT 1 BLOCK 4 4 g. O o Q 'O.O-py lj- 90, DEC 17 2007 -1-`l 1 \ 1 1g 0MIO iali7l l, Ml or X. O.O. 1 F LOi z �J BLOCK 4 IIWA-L)D�ED) 20 1 N ri rlb �Z ♦ �'��Ed �� w ., IF. (OGJ A�/QP(:E OEC.12, 20p'1 07-2.044 J Qp.6as C ED TO: MARONDA HOMES THIS G SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP `OQ CCOPYRIGHT 2007 SMITH & ASSOCIATES SURVEYING AND MAPPING, INC. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SURVEYORS NOTES: LEGEND: " - RECLAIM WATER METER RVICE 1, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RIGHT-OF-WAY, N V.W. - NO VRHE WELT. T.OD...- NOT APPROX. TOP OF BANk WA7GAS VALVE RESERVATION, AGREEMENTS AN OR EASEMENTS OF RECORD. SUCH INFORMATION. IF DESIRED, P.0 P.. PERMANENT CONTROL PANT N.T.S.. NOT TO SCALE 8 -WATER VALVE IN T'. T' CONC. SHOULD BE OBTAINED AND CCWnRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. P.O.C. - POINT OF COMMENCEMENT 0/S . OFFSET H � WATER VALVE 2. ADJOINOERS SHOWN HAVE NOT BEEN SURviYEO. P.O.B.. FdNf K BEONWNG LF.E - LOWEST FLOOR EEEMTWK P.T. . POW OF TNTOENCY GPE - GARAGE FLOOR ELOATIDN O FIRE HYDRANT S. DRAWINGS ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES. PALM. - PFIYY®R INFO MONUMENT F.FB. - FORM FLOOR SIVATIDN 0 POWER POLE 4. ALL MEASUREMENTS ARE IN FEET AND DEC"& PARTS THEREOF AND ARE IN ACCORDANCE R.P. - PAINTS POINT ClA O.R.B.. OFFICIAL BOO RECORDS BOOM( WITH THE STANDARDS OF THE UNITED STATES (CHAPTER 61G17-6.003(i)(B) FAC.) P.C.. POINT OF WRVNTU[ OR - PUT BOP( - LIGHT POLE r PCC.. POINT W COMPOUND CURYAURE OR .DEED 600K F__-_. GUY ANCHOR 5. PURSUANT VE FLORIDA LAW (RAC, BIG17-6. 003(17)) THIS SURVEY IS BASED ON A D.R.C.. APOINT(O IR R CURVATURE PO. -PAGE-.-.a-- PENCE CLOSED TRAVERSE. D . I1FLM (aT4RML AHOIt7 P VC.. vOLYwrcLaanRIDe _ _ _ _. aERTRFAD WARE (O.X.W.) a. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. A - WOUS C.M.P.. CDFJVJQTED METAL PPC 7. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE LOCATED A . MC ((- PROPERTYCERIUM R.C.P.- CORRUGATEREINFORCED OOIIGETE ®- IRON AMARKER SEPTIC TANK T . TAIWR `- PROPERTY AM C.P.P.. CORNMATFA RA611C . IMWN MAI6IEN FTNIID - SEE OEEQARI/]N 5 r FOUNDATIONSHWWCH MAY ENCROACH. HAS NOT LOCATED ANY UNDERGROUND VTXliES OR - LEAMRIN 811'. - SIDRI FRAME M. . INVERT Q z (0pO) 1/2' Eldl ROO WITH PIABIIC CM 6. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERBALLY BY CLIENT. (C) - CEILNATFD N/YI . 09HT-OF-WAY O -WAIF" METE" 1 W16Q0 1 61 SWRI U )) F SET N/A 0 - DEED i mow OR LESS o 8 (clTwla eTGTe.00Di(zNO) RAC.) B. ELEVATIONS BASED ON 50,00' ASSUMED AT _. NO I.D.- NO IOEW1"MATION C ELECTRIC «.,� - 4•. C CONC. MONUMENT FOUND i- qg' Tp 10, ELEVATIONS BARED ON NORTH AMERIAN VERTICAL DATUM OF 19M (PARENT S.M.46459 , C.B.S. - DOMCME BLOCK a SRWCCO ® SAMMRY SEWEII .6 - SEE OlSC1mDON EIiyATRNF 21.64 ) AND ARE EXPRESSED IN FEET AND DECIMAL THEREOF. FPk L. - FLORIDA POWER AND UGHi '(] 1'L 4' CONC. MOINMi(f MARKED TIES. - RESIDENCE SEWER YAA/SE ..,, 'XA SHUN LN 742V SET `o • 11. BEARINGS EASED ON THE ,�k OF MWCWIO 5'IRE�TN 3{'10'{6" W (ASSUME01 PROP P ® - wul, (fSMPiFR n1GT6.0O31(2$D) FACJ ,. 'I.. 12. PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES. - '_� WA a DEN FLUID - 5[E DESCRIPIIOR ' CONC. - OYPJ - TYPICAL 13. LOT DIMENSIONS A10 BEARNGS ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. APPROX. `� - WA a SMITH YANKED y SET 14. SEPTIC TAWS AND WELLS r SHOWN ARE APPROXMATE LOCATIONS AND SHOULD BE FlELD EOP. - EDGE OF PAVEMENT (CA SPIT" HL 74I(2 D) LANE DATA • VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION. Tos. - APPROX. TOE OF SLOPE 0 - (aIAPIER n1c1n.W31(2)(D) fAC.) 15, NORTH ARROW AS SIIOIIM DOES NOT REPRESENT TRUE NORTH OR CRID NORTH, IT IS FOR E.O.W. - APPROX. EDGE OF WATER Q N -WAS VALVE - WA TAG( Kt L1 N 55'49'12" E 105.0'(R&M) APPROXIMATE POSITION ONLY. LOT 1 BLOCK 4 L2 S 55'49'12" W 105.0'(R&M) 16. ALL 16OHT-DF-MAIMS, ALLEYS, DIRT READS. AND ASPHALT ROADS IF SHOWN ARE 'OPEN k L3 N 5549'12" E 105.0'(R&M) TROW BDTM BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED BY (CLOSED TO TRAVEL, WATERSTONE - PHASE ONE L4 S 55'49'12" W 105.0'(R&M) 17. 5ETEADO AS SHOWN ON PLOT PLANS WERE PROVIDED BY CONTRACTOR. AS RECORDED W PLAT BOOK 52. PAGES 35-47, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA L5 N 55'49'12" E 105.0'(R&M) I$, HORB20NIX FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIdWS, INLETS, VALVES, MAILBOXES, $ DAJOB NUMBER CK. BY P=Ot PCLEA DRIVEWAYS, CL YM. AND SIMILAR FEATURES) HA.E A NOI62ONTA FEATURE ACCURACY UT DEC. 7,. DA 07-201 t t TE I L8 S 5549'12" W 105.0'(R&M) OF PLUS OR MINUS 0.25 FEET. _- , 2 " 19. VvWjIL FUMK ACCURACY. ELEVATIONS ON THE SITE GROUND. PAVEMENT, INLETS, ETC.) P DEC. 4. 20107 1 - k`'T' ` HAVE A VERTICAL FEATURE ACCURACY OF PLUG OR MINUS 0.10 FEET. AD 10. 2007 1 07-1925 My 20. THIS SURVEY IS FOR THE SOLE BENEFIT OF 7HE PARTIES NAMED HEREON AND FOR THE ;CON AUG,.,c� 4, 2007 - 07-1464 5 a _S1190FIC PURPOSE NOTED. AND SHOULD Nci BE REESED UPON BY ANY OTHER ENTITY ,.' BOUNDARY. P UE 19 2007 07- AIMOMS •- 484 59 9.� D 15 NOT TRANSFERABLE UNDER ANY CIPF F 21. RE EKPECIEO USE W THE LAND IS RESIDENP'LIN 7 ACCURACY TIN DRl4 1 a O F00T WE 1211IC- FOR Tft TYPE OF BOUNDARY SURVEY IS ' FL D INSUR.A.Y MAP NUMBER TW CASE OF THIS SURVEY. �p 22, ALL EQUIPMENT USED IN PERFORMING THE FI AR�A� TESTED AND CALIBRATED. AL WORK WAS � E WITH AN WITH READING DIRECTLY TO A MINIMUM OF 5 SES A:GLE WI1FI A OF I PART IN 50,000. ALL DATA WAS RECC. YOR & MM �,►�1L PONSIBI.E CHARGE CONVENTIONAL FIELD NOTES. THE BOUNOAR2' - fLOMOA CERYIR N0. 4457 . GEOMVRC FIGURE AND ANY SIDE li Jt7`��._ + BNAv6rd County (321 724-2D4D .. --^ 1350 MAIIBM ROAD S.E.. SURE I u )) Itk.O Riwr Cwnty (772)589-3228 :_' ,; PALM RAY, FLORIDA 32905 p, �, Far S21 95T-4TN79 E-MAT: SMRNSURVEYTNG 0 AOLCOM y MAP CERTIFICATE OF OF AUTHORIZATION L.B. 7426 a 1d L.:. Y .«r „` �+ '" F ^'» %ram" ry ' 1•2'+'^. '�^ , ..;.^''l. e Sfh *r'i m ' ... .Hv -- H '„v T/H ^5St,." Ytf '.9'",�.L^I .Ti,t.eLaVl'' afi'i,Iv ". ?°�E 14 r ° Y41 7+, J.„M_'.�'y�wI,f"� ^'iuiw H i d.,S ) ; I rwaa + 'wa" x �'' i,� �a:v� p +'"« ,�p • s""` Tst .«w.:(a� (- �. Hn; '' .:r:vp,k�nu� ..' .- . L. 0. TV T:aAa 3 "TW n) Ely ? +yil ,,,F 1nH ;srp"Rprl A0II,y F6 8'v# $ ?T:p..ErlMin'�."ry3fi�MFi f i .a •`i' Y ( I t, z Av +:' � -,F. -• • • � (,� .,. evA r .. ,rwwA, : _rdrw +@ �� av r .. p. s„ � "� avr`+6r'!*`.r' I � AL r * , ol rej- 37 fro- L LOT 1 u u BLOCK T ui ar f VACANT {w + aex, 9 LOT 2 c q BLOCK 4 % VACANT LOT 3 \ BLOCK 4 yyJ AI&E A 10 ' ' ol�\71011 3r 0. LOT 4 �� 7 BLOCK 4 VACANT �'.. LINE DATA N 55'49'12" E 105.0'(R&M) . L2 S 55'49'12" W 105.0'(R&M) t3 N 55*49'12" E 105.0'(R&M) )s L4 S 55'49'12" W 105.0'(R&M) L% N 55-49'12" E 105.0'(R&M) j L6 S 5549'12" W 105.0'(R&M) N 174 A n d SIDES CERTIFIED TO: MARONDA HOMES THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP ®COPYRIGHT 2007 SMITH & ASSOCIATES SURVEYING AND MAPPING, INC. - NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SURVEYORS NOTES: R RECLAIM WATER METER LEGEND: i. LANDS SHOWN HEREON WERE NOT ABSTRALIEO FOR ADJOINING DEEDS, RIGHT-OF-WAY. N.V.W. s OF BANK( - CAS SERVICE '' RESERVATION. XREEMENTS AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, P.C.P. P.O.C. - 8 WATER VALVE IN 2'. 2' CONC. SNOAD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. P N IVALVE 2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED. VJD%CLEVAT60N1ION gEVA4 FRFRE H7Pw 3. ARE NOT TO BE RELIED UPON FOR SCALE �, ELfB� G POWER POF ALLDRAWINGS S THEREOF 4. ALL ARE IN FEET AND DECIMAL PARTS THEREOF AND MEN ,* ,'. � UWRI POE 1WM THE STANDARDS OF THE UNITED STATES (CHAPTER 61G17-6.003(t)(8) THE STANDARDS -` UY ANCHOR GPENCE 5. PU6tMM TO FLORIDA LAW (FAC. 61G17-6, 003(17)) THIS SURVEY IS CLOSED TRAV'iRSE. _x � OVERHEAD WIRE (O.H.W.) S. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND CAE METAL PIPE A RC.P. �' CONCRETE PIPE ®� SEPTIC TANK 7. OrIIY OPEN AND NOTORIOUS EVIDENCE OF E*,SE1ENT5 AND RIGHT r . i Ia1E C.P.P. �, Punic RIPE .NON MARKm FOUND - SEE DESCRIPTION FION MARKER AND SHOWN IE7FAN. THE SURVEYOR HAS NOT LOCATED ANY U RHII[ R/V 0 • 1/2' IRON ROO 'HRH P1.AS11C CM 7((} FO NDATICNS WNW MAY ENCROACH. 6. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERBALLY WY CLWIEi _ w - wOET METER MMxED xA SAIIM Ls 7426• SET Cj• 9. ELEVATIONS BA4FD ON 50.00' ASSUMED AT N/A - LESS Op E - ELECTRIC METER (ONPIER 61G15.0031(2x0) FAc) /FL4HOF10LE � - 4'. 4' CONC, MONUMENT FOUL NO, 10, FiEVATONS BASED ON INTION4L GEODETIC VERTICAL DATUM OF 1929 C.B.S. SIDGDD ® . SANITARY SEWER MANHOLE - SEE DESCRIPTION ,x #. ELEVATION 21.04 A�N`D ARE EXPRESSED IN FEET AND CECI FP.& {,: UONT ® . 4'. 4' COMIC. MONUMENT MARKED 'VA`. - STOW SEWER MANHOLE A SMITH LB 7426' SET T.� ��) _OF NCIANO STREET EEING.N 34'10'4W w 11, BEARINGS BASED ON MA � SOUTHERN BF31 (CHAPTER 61GI6.0031(2)(D) FAC.) ` 12. PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES OESr�P110n yY'a 13. LOT DIMENSIONS ANO BEARINGS ARE RECORD AND MEASURED UNLESS OTHERMt -� TYPICAL - VXNER MAIN ROOF & - NAIL & DISK MARKED 14. SEPTIC TANKS AND WELLS IF SHOWN ARE APPRO LOCATIONS AND SHOULD FIELD 0 - SOUTHERN BELL RISER xA SMITH LB 7426' SET 0 - CABLE TELEVISION RISER (CHARTER 61G16.003I(2)(D) FAC.) VERIFIED BY CONTRACTOR FOR CORRECT POSITION. SEPARATION. T.O.S. TOE OF SLOPE E.O.W. EDGE OF WATER N - GAS VALVE 0 - HUB & TRIM SET 15. NORTH ARROW AS SHOWN DOES NOT REPRESENT OR GRID NORTH, IT IS FOR LOTS 1, 2, 3, & 4 BLOCK 4 APPROXIMATE POSITION ONLY, "sry 16, A RIGHT-OF-WAYS, ALLEYS. DIRT ROADS, ROADS IF SHOWN ARE ' • TO TRAVEL WATERSTONE - PHASE ONE TRAVEL BOTH BY FOOT AND VEHICLE UN NOTED BY (CLOSED . 17. SET84CKS As SHOWN ON PLOT PINS WERE CONTRACTOR. AS RECORDED IN PLAT BOOK 52, PAGES 35-47, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA 16. HOR[?OMTAL FEATURE ACCURACY: TOPOGRAPHIC LAID .• SIGNS. NETS. VALVES, MMLBOX6. TYPE SURVEY DATE ....... JOB NUMBER POWER POLES. ORNEWAYS, CULVERTS, AND SKIEAR A HORIZONTAL FEATURE ACCURACY ._. OF PLUS OR MINUS 0.25 FEET. 19. VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE ND, PAVEMENT, INLETS. ETC.) -REvs SEG _'Lj-"- -- )S 22�7 O'7-1 , HAVE A VERTICAL FEATURE ACCURACY OF PLUS 00 0.10 FEET. REVISED PER COMMENTS a4, 2007 07-1464 " 20, THIS SURVEY IS FOR THE SOLE BENEFIT OF THE NAMED HEREON AND FOR THE SPECIFIC PURPOSE NOTED, AND SHOULD NOT St UPON BY ANY OTHER ENTITY, BOUNDARY SURVEY PLOT P _ E 19 2007 07-tOH9 464 59 AND IS NOT TRANSFERABLE UNDER ANY CIRCUMRELAT,,E DISTANCE ACCURACY DRAWN BY: JAMES WI ERSOW' SCALE: 1 >• 20 - 21. THE EXPECTED USE OF THE LOUD IS SOU FEET WHICH WAS MET IN FOR THIS TYPE OF BOUNDARY I F #' FLOOD ZONE X FLOOD INSi1RANfiE E MAP NUMB TET ' - THE CASE OF THIS SURVEY. 22. ALL EQUIPMENT USED N PERFORMNTEp WITH THIS SURVEY WAS AN ELECTRONIC TOTAL STATION TEffim AND CALIBRATED. ALL WONK:" WITH A DISTANCE ACCURACY' _ TO MINIMUM OPA READNG DIRECTLY TO 1 PART IN 50.000. ALL DATA WAS RECOttOEm;'. A FIELD DATA COLLECTOR AND PROFESSIONAL. SURVEY MAPPER IN RESPONSIBLE CFWRGE A- §'*'+ Yam`- . VIED BY CREATING A CLOSED4457 CONVENTIONAL FIELD NOTES. THE BOUNDARY A REDUNDANCY OF MEASUREMENTS HERE A SMITH - FLORIDAlCERTIFICATE N0. 5690 ANOREW J. SMITH - FLORIDA CERTIFICATE N0. 5690 GEOMETRIC FIGURE AND ANY SEE SHOTS WERE DONE