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<br />SHEET 1 OF 2
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<br />A PORTION OF LOT 35A, DUCK POND ADDITION TO CASSELBERRY
<br />FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
<br />PLAT BOOK 11, PAGE 27, IN THE PUBLIC RECORDS OF SEMINOLE
<br />COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
<br />FOLLOWS:
<br />BEGIN AT THE SOUTHEASTERLY CORNER OF LOT 50, DUCt< POND
<br />ADDITION TO CASSELBERRY FLORIDA, ACCORAMG 1'0 THE PLAT
<br />THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 27, IN THE
<br />PUBLIC RECORDS OF SEMiNOLE COUNTY, FLORIDA, SAID POINT
<br />BEING A 3/8" 1RON ROD NOS FQUND IN PLACE; THENCE RUN
<br />S06° 13'39"W, A DISTANCE OF 1 17.82 FEET TO THE NORTHEAST
<br />CORNER OF LOT 49 OF AFORESAID DUCK POND ADDITION TO
<br />CASSELBERRY FLORIDA, SAID PbiNT BEING A 5/S" IRON ROD N0~
<br />FQUND IN PLACE; THENCE N89°54'16"W, ALONG THE NORTH LINE
<br />OF SAID LOT 49, A DISTANCE OF 99.75 FEET TO THE NORTHWEST
<br />CORNER OF SAID LOT 49, SAID POINT BEING A 1 1 /2" IRAN PIPE
<br />N0~ FOUND IN PLACE; THENCE N00° 14'57"E, ALONG THE EAST
<br />LINE OF LOT 37 OF AFORESAID DUCK POND ADDITIQN TO
<br />CASSELBERRY FLORIDA, A DISTANCE OF 50.18 FEET TO A POINT
<br />ON THE SOUTH LINE OF AFORESAID LOT 50, SAID POINT BEING A
<br />1 /2" IRON ROD ~~LB6300 SET IN PLACE AND LYING 589°54' 16"E
<br />100.27 FEET FRAM THE SOUTHWEST CORNER OF LOT 47 OF
<br />AFORESAID DUCK FOND ADDITION TO CASSELBERRY FLORIDA, SAID
<br />SOUTHWEST CORNER OF LOT 47 BEING AN AXLE FOUND iN PLACE;
<br />'fNENCE RUN NORTHEASTERLY ALONG THE THE ARC QF A NON
<br />TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS QF
<br />493.39 FEET, A CHORD BEARING OF NS9°1S'S8"E AND A CHORD
<br />LENGTH OF 13Q.66, THROUGH A CENTRAL ANGLE OF iS°13"15",
<br />AN ARC LENGTH OF 131.05 FEET TO THE POINT OF BEGINNING.
<br />CONTAINING $,275 SQUARE FEET, MORE OR LESS.
<br />1HI5 SUR4EY CETiHFlm TO;
<br />~A`A&s +~ HtOUPS~t SEE SHEET 2 FOR SKETCH
<br />aTYOFCnssELRERRY THfS !S NUT A BUUNDARY SURVEY
<br />gF1,RIHGS ARE OAS£0 ON THE NORTH UNE OF LOT 49
<br />AS REINC 1184'S4'16'Y7, ASSUTTED DATtPA.
<br />LEGN_ pESCRR'T1ON WA5 WRITTEN eY TNIS SURD^cYOR
<br />AT CUF]ti5 REQUEST.
<br />NOT VAUb YdTHOUi THE StGttATURE At7D SCALE: 1°=30' LLC?L-7~vTg D = CENTRAL. ANGLE (DELTA), L = ARC, R = RP.OIUS,
<br />THE ORIGINAL RN5ETl SEN. OF A
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<br />CQVCRETE 110;{f>rdTTtT T{O,@ (R) =RADIAL, (NR) =NON-RADIAL, (P) =PLAT;
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<br />APPER. AODIDOttS AND DE11'DOtiS TO
<br />SURY£Y lAAPS
<br />QR REPtIt{i5
<br />SICETCIIES REVIE55£D BY; F.fWS ® = RECOVNEp AXLE (fA
<br />) IAEASURED, ~C) CALCULATED, (D)P OEID,
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<br />RY OTHER THAN THE StGNINC PARTY OR FIX3 =POINT OF q GtNttING, CONC. =CONCRETE,
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<br />' X = RECOVERED X CUT IN COtCRETE POC = PORtT OF COAIRIETtCEEAFITT, POL .. P0111i (kt
<br />PARN
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<br />dTHOUT 11RITTEN
<br />GOifiSEt1T OF THE b1GtJINC PARTY Oft DRAWN DY: WC © = REGOVETtEA 3/0° IROtt ROD NO /J UttE
<br />PARDE5, ~ =RECOVERED 1 t/'2" IRO't PIPE NO ~
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<br />4 gATE; 10/07/10 =RECOVERED S/A" IRQt ROp RO ~
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<br />= SEi 1/2' IRUt ROD
<br />LN B7OD NiIS SURVEY IS CERIIEIED TO ATtD PREf'ARID FOR THE
<br />SOLE AND EXCLUSIVE gEttET-TT OF THE ETITIDES AFiD/AN
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<br />' tN01N0UALS llSTED AND SHALL NOi RE RELIED OP! BY
<br /> JOD Ito.; 20275 `~ c POYrEft POLE AS SHO
<br />iltt M1Y OTHER ErtRTY OR ttt01NDUAL V,1i0FA 50EYER.
<br />fAftllAEl IY. SL1f.1TR0, PSTA A4450 --u- = YrY1QO fRiCE AS SHO1N't UNpCRGROUttD fWNDATIO!iS ANtl/OR IUPRO~L1ACltTS
<br />FOR THE FlRAt OF ALTA610NTE SURVE11N6 _ _ -p- =CHAIN UNIC fETICE AS SHOVRJ WERE t90T LQOATEp AS PART Of THIS SUR4EY. LNfD
<br />AND PLATTIElG, INC, dLD 6700
<br />.. REt4SE0: ~.~.'~<~'.~,. CONCRETE SLAD AS SHOYM SHONTi HEREOtt W£IiE NOT ADSTRAOTEO FQ4 RIGHTS OF
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<br />WAYS Nt0/OR EASEfAETtTS OF pUgUC RECORD,
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