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Home My WebLink AboutSurveyPm zr 6 .�? 0 T. roe O R ,, ti$ .O'�0 s. LOT 1 �� R h5 ZO { BLOCK, 4 (NOT INCLUDED) O9G, _O co, J P.C. �1 \)ED) 01 0oBLOLqT (NOT I, I A,. LOT 3 BLOCK 4 G 0 40 60 I .I /LOT 4� BLOCK 4 :NOT tNCLUDEO) � r I 208 s 5 , , 4 �$Rl_ CERTIFIED TO: MARONDA HOMES KAMPF TITLE AND GUARANTY CORPORATION: CHiCAGO rl,ITLE INSURANCE COMPANY: ADAMS TI VL ' SURVEYORS NOTES: LEGEN 1. LAUDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS. RIGHT-OF-WAY, N.N.W.. NO RESERVATION, AGREEMENTS AND/GR EASEMENTS OF RECORD, SUCH INFORMATION, IF DESIRED, POP SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. POC. 2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED. PO.B. 3. DRAWINGS ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES. P.T. . POIM OF TM➢ PRY.. PERINiM REF 4. ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE RP. - RHOS POINT WITH THE STANDARDS OF THE UNITED STATES (CHAPTER 61G17-6.003(i)(8) FA.C.) PC. POINT OF CWNATU P C.C. - POINT OF COMPOUND S PURSUANT TO FLORIDA LAW (FAC. 61G17-6. 003(1 ])) THIS SURVEY IS BASED ON A P.R.C. - POINT OF REVERSE CURVATURE PG. ,• P CLOSED TRAVERSE. 0 - DELTA (CENTRAL ANGLE) PVC. . 6. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. R - RADIUS C.M.P. - 7. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE LOCATED A AO 4_ CEMflI1NE - TANGEM E PRMERIY LANE RC.P AND SHOWN HEREON. THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND UTILITIES OR FOUNDATIONS WHICH MAY ENCROACH. (i R RECORD FRA -' FRAME (((M33 6 C P P - INV - I 8. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERBALLY BY CUENT. . FK/S STY - S7W11' (C3 - CALCULATED R/W - RGNT-O-WAY O 9. ELEVATIONS BASED ON 50.00' ASSUMED AT N A ((!0 -DEED OR � E I 10, ELEVATIONS BASED ON NORTH AYERICAN VERTICAL DATUM OF 1968 (PARENT B.M. 464S9 IDENTIFICATION CABS. - CONCRETE BLOCK A STUCCO ELEVATION 21,54 ,) AND ARE EXPRESSED IN FEET AND DECIMAL THEREOF. F.P.h L. - FLORIDA POWER AND LIGHT 11. BEARINGS BASED ON THE E OF MANCIANO SRNEEi BEING N 3{1018 W (ASSUMED) RES., - RESIDENCE - 12 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES. PROP. PROPOSED TX - TRANSFORMER ® - 13 LOT DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. CONIC. - CONCRETE M?) - TYPICAL APPRpX. - APPROXIMATE ® - UNDER I LINE DATA ''<. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD E.O.P, - EDGE OF PAVEMENT' 17 - SOUTFEF VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION. T.O.S. . APP%OX. TOE OF SLOPE 1 2 E i 15. NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NORTH OR GRID NORTH. IT IS FOR E.O.W.. APPROX. EDGE OF WATER -Midi- + W f., APPROXIMATE POSITION ONLY. LOT 3 BLOCK 4 �E 1 dcM 16. ALL RIGHT-OF-WAYS. ALLEYS. DTTT ROADS, AND ASPHAIT ROADS IF SHOWN ARE TRAVEL' BOTH BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED BY (CLOSED TO TRAVEL . WATERSTONE - PHASE ONE 1' 17. SETBACKS AS SHOWN ON PLOT PLANS WERE PROVIDED BY CONTRACTOR, AS RECORDED IN PLAT BOOK 52, PAGES 35-47, E i 18. HORIZONTAL FEATURE ACCURALYI TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS. VALVES. MAILBOXES, TYPE [AM.SURVEY POWER POLES, DRIVE'NAYS, CULVERTS. AND SIMILAR FEATURE$) HOE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. STAKE -OUT 19. VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT, INLETS, ETC.) REVISED PLOT '41 HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINIMS 0.10 FEET. REVISED PLO 15. 20. THIS SURVEY IS FOR THE SOLE BENEFIT OF THE PARTIES NAMED HEREON AND FOR THE REVISED PER: .24, SPECIFIC PURPOSE NOTED, AND SHOULD NOT BE RELIED UPON BY Iry OTHER ENTRY, BOUNDARY SU AND IS NOT TRANSFERABLE UNDER ANY CIRCUMSTANCES 1g, 21. THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MR7INUM RELATK DANCE ACCURACY DRAWN FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET WHICH WAS MET IN FLOOD THE CASE OF THIS SURVEY. i 22. ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS xT, AN ELECTRONIC TOTAL STATION 1 - TESTED AND CALIBRATED. ALL WORK WAS PERFORMED ftNGLE WITH A DISTANCE ACCURACY �y! iGI ' c- READING DIRECTLY TO A MINIMUM OF 5 SECONDS PER NO A FIELD DATA COLLECTOR AND OF 1 PART 1R:. ALL DATA WAS RECORDED USIRFORMFD BY CREATING A CLOSED '' & TES. THE BOUNDARY WAS PEi A REDUNDANCY O MEASUREMENTS. 1. F-O$ RIQ _ SHOE SHOTS WERE GONE. US L01 PIPE om ME or U-M 0��Gd 23 07 l 1 m n,1f L °GiAGPP QP y §•�g �' 1r.e Zy�yZ O /15 zDsr XO 3r. '°. o moo. � CIO3r 'o � •PR z o \ Sic 0-70q- c>z, 73 BF o,d County (321 NMion Rwr Cwnty (772 21.2 s o �• 'o. LOT 1 11J BLOCK 4 VACANT " s, N LOT 2 'c BLOCK 4 b VACANT Mai Ate' 00. iL v � . ?0.3r ol o. P a= �o. T -64) p. 70.E P Fiy 2 i` S OfP �O%7-0 a J #5610 P.C. 1 V� SMe 1350 MALABAR ROAD S.E., SURE I PALM BAY, FLORIDA 32905 E-MAIL SMRHSURVEYING 0 AOL.COM , CERTIFICATE OF AUTHORIZATION L.B. 7426 cF z F.7 'Ei(Z�A3 � � J s R• moo. LOT 3 X8 ()CK 4 0�1-.CANT zTJ v� 70 Q. \6 �o> LOT BLOCK44 VACLOTANT J �sPoq+ b ti0 s oZti42 40 LINE DATA L7 N 55'49'12" E 105.0'(R&M) L2 S 55'49'12" W 105.0'(R&M) L3 N 55'49'12" E 105.0'(R&M) L4 S 55*49'12" W 105.0'(R&M) L5 N 55.49' 12- E 105.0'(R&M) L6 S 55*49'12" W 105.0'(R&M) 6 r A r 'ACK REQ__-__IDE&15N of- 10-toTh4,TeP oP44ia.$4nK PAD ;,�L6 zo 10 0 TECN.G�,1% N 20 SCALE IN FEET i INCH = 20 FEET 11 1 ON FILE Fll-F rnr 40 60 CERTIFIED TO: MARONDA HOMES THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP OCOPYRIGHT 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 ".-TES: LEGEND: R - RECUMM WATER METER I. LANDS SHOW. N WERE NOT ABSTRACTED FOR ADJOINING DEEDS. RIGHT-OF-WAY, N.V,W. - NO VISIBLE WELL T.O.S. - APPFK)X TOP OF BANG - GA5 SERVICE RESERVATI. n. RENTS AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, P.C.P_ PERT MIENT CONTROL POINT N.T.S. - NOT TO SCAR B .WATER VALVE IN 2. 2' CONC. SHOULF -' AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. PIO.C. -POINT OF COMMENCEMENT O/S - OFFSET •. 2. A0.1OINr- .'. AVE NOT BEEN SURVEYED P.O.B. - POINT OF BEGINNING I.F.E - LOWEST FLOOR EIEVATIION N -WATER VALVE PT - PONT OF TANGENCY C.F.E. - GARAGE FLOOR ELEVATION 0 . FIRE HYDRANT 3. DRAWN,, ) BE RELIED UPON FOR SCALE PURPOSES. PAM. - Pp6MIRNT REFERENCE MONUMENT F.F.E. - FRASFED FLOOR ELEVATION Q - POWER PONE 4, ALL MF ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE N ACCORDANCE PIP. - RADIUS POW O.R.B.. OFFICIAL RECORDS 8001( WITH "wt OF THE UNITED STATES (CHAPTER 61G1]-6.00J(1)(B) F.A.G.) PC. . POINT OF CURVATURE P.B. - PLAT BOOR - UDHT POLE 5. PURSUM- A LAW (FAG. 61G17-6. 003(17)) THIS SURVEY IS BASED ON A P.C.C. - PONT OF COMPOUND CURVATURE PR.C.. POINT OF REVERSE CURVATURE D.B - DEED BOON PO - PACE (----. GUY ANCHOR CLOSED TRAv{, D - DELTA (CENTRAL ANGLE) PVC. - POLYNNYLCHLORIDE r--a-. FENCE OVERHEAD WIRE (ON W) & USE ONLY PN ORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. ' A - RA S LENTERUIE R,C P.. RORRUGATDD METAL EPI PIPE ® - APPROXIMATE SEPTIC TANK ]. ONLY OP ;c EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE LOCATED T TANGENT - PROPERTY LINE C P.P. - CORRU TED PLASTIC PIPE • -BON MARIIFA FWIU AND Sr iR%EYOR HAS NOT LOCATED ANY UNDERGROUND U71LMES OR R RE4Vm FRY. - WOOD FTMYE INV . INVERT -SEE DESCRPTIOp FOUNDA ' .ROACH. M MIASUED STY. - STORY 0 - I/Y IRDIN ROD WITH PLASTIC CAP 8. LEGAL DE- hI r A .:HEWN WAS PROVIDED VERBALLY BY CLIENT. C CALCULATED A/W - W4NT-OF-WAY O - WATER METER YMNEp " SMITH LB 7426' SET 9. ELEVATIONS BASED ON NOTION ASSUMED AT N A . DEED L - MORE OR LESS O - ELECTRIC TEETER/NANpNOLE (CHAPTER e1 -,. W.T1(2)(D) FACT) _- 10. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL OANN D< 1929 (PARENT B.M. 464 59 N0 I.O. - NO IDENTFlCADON C.B.S. - CONCRETE BLOCK d STUCCO . - 4'. 4' C::':, , ,1UMENT FOUND - SEE Df ELEVATION �_ .) AND ARE EXPRESSED IN FELT AND DECIMAL THEREOF. F.P.R L - FLONOA POWER AND LIGHT - S ARY SEWER M Hw ® Q - 4'. 4' C, a .li MARKED 11. BEAINGS BASED ON THE f OF MANGANO STREET BEING N 3C10'48' W (ASSUMED) RRM ® STORM SEWER MANHOLE 'KA SUIT)a 12. PLOT PLANS AAE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES. - PROPOSED Tx ER . TRANSFORM ® - SWTIEHN E01 MMMgtE/NMIpgLE (CHAPTER :i RAC.) 4 13. LOT DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. CONC. - CONCRETE TYP - TYPICAL ( ') ® -UNDER MAIN ROOF - HAI �E£ OESCIEPtK)M - nA.. .-D ��.. � •1426' I4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SNQUID BE FIELD APPROX. - APPROXIMATE PAVER. E.O.P. - EDGE OF PAVEMENT O - SOUTHERN BELL RISER SET VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION. ND T.O.S. - APPRO%. TOE OF SLOPE 0 - LIABLE RECENSION RISER (c.. (C.. •.. -R';Jt (2)(0) RAC.) 31(2 15. NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NORTH OR GRID NORTH, IT 15 FOR E.O.W. - APPROX. EDGE OF WATER N - GAS VALVE 0 LOTS 1, 2, 3, & 4 BLOCK 4 ,. APPROXIMATE POSITION ONLY. " 16. ALL RIGHT-OF-WAYS, ALLEYS, DIRT ROADS, AND ASPHALT ROADS IF SHOWN ARE WATERSTONE PHASE ONE TRAVEL • BOTH BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED By (CLOSED TO TRAVEL . - 17, SETBACKS AS SHOWN ON PLOT PLANS WERE PROVIDED BY CONTRACTOR. AS RECORDED IN PLAT BOOK 52. PAGES 35-47, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA 18. HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS. INLETS. VALVES, MAILBOXES, TYPE VRV DATE I JOB NUM POWER POLES. ORMWAYS, CULVERTS, AND SWAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY -•- _-�- OF PLUS OR MINUS 0,25 FEET. 19, VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT, INLETS, ETC.) HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MNoS 0.10 FEET.- -� 20. THIS SURVEY IS FOR THE SOLE BENEFIT OF THE PA,ZS NAMED HEREON AND FOR THE REVISER COMMENTS 24_ 2007 07-1464 - SPECIFIC PURPOSE NOTED, AND SHOULD NOT BE REED UPON BY ANY OTHER ENTITY, BOUNDARY SURVEY PLOT P /JUNE 19. 2007 07-1089 464 59 - ANDNOT UNDER ARE CIRCUMSTANCE' THE RELATIVE DISTANCE ACCURACY DRAWN : JAM SCALE: 1 = 2O - DTRANSFERABLE V',NUM 21. THE EXPECTED USE OF THE RYD 5 RESIDENTIAL THE HE E FLOOD ZONEx I-URAN(�E E MAP NUMBER 211100070 FOR THIS of IS I IT 7.500 FEET WHICH WAS MET IN BOUNDARYSURVEY Is t FOOT IT OF T THE CASE w Trios suRMEr. SURVEY _ 22. ALL EQUIPMENT USED N PERFORMING THE FEUD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CAUBRATED. ALL WORN( WAS PERFORMED .IINH A ROTA $RATION`% 1 i GISTONIC ANGLE NTHELE WfIN A DISTANCE '1CCURFCYOF READING DIRECTLY TO A MINIMUM OF 5 SECONDS PER 1 PRAT IN 50,000. ALL DATA WAS RECORDED US.NG A FIELD DATA COLLECTOR AND PROFESSIONAL 9h MAPPER IN RESPONSIBLE CHARGE CONVENTIK AL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED KEVI'E A SIRM - FLORIDA CERTIFICATE N0. 4457 GEOMETRIC FIGURE AND ANY 510E SNOTS WERE DONE USI`IG A REDUM MJICY OF MEASUREMENTS M44M J. SMITH - FLOPIDA CERTIFICATE NO. 5690 I