LUZ2004-01001 (2)
LUZ2004-01001
1825 SUNSET POINT RD
TWO TO ONE, LLC
PLANNER OF RECORD: MAM
ATLAS # 262A
ZONING: 0
LAND USE: R10G
RECEIVED: 01/29/2004
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
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LOTS
AHEL.LAS GRO~s. !NC
PB 3 PC 1~
lOT 7
PINEllAS GROVES. INC
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ALTA/ACSM LAND TITLE SURVEY
OF A PORTION OF LOTS 7 AND 8. PINELLAS GROVES
2
I1%80-9T-1.tlllC WAUTl' CQNllla.. 0"" OR...... B't' nw O€OCDI BY. CAW
ntalPO.2G-U f'nOO...1E12/OotfO.lsc.o.u:.l".<!O'
AOOITlONS 011 onE'llOIoIS 10 SUFlV'EY REPOATS
01 UN'>$BY ANYl;I€OllO 'DlAH IH[SI(MrIO
plJITY CR PARtES 1SPRl)t31[O
SEClION 1. TOYoNSHJP 29 SOlI1H, RANGE 15 EAST. QTY Of QURWAlER. PINW.AS COUNTY. FLORIDA
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SURVEYOR'S REPORT AND MAP OF SURVEY:
ll1E MAP AND REPORT ARE HOT f'VU... AND CQl,!PlfTt "'THOUT bE On-tER.
LEGAl. DESCR!PllON (Showm os (l) on mop of SUrYlt)')
A~ oflot.,_ e In IIMSouth-..t 1/4 of !*;!.IoIlI T_II'I~ 211 Soulll R...~ l:l [oIl, PlMD.LAS~ 0.'_"'" Irl I'IcI llool3,.....l~oftM
PuO/IeR_ofi'llwbteo...ty.n.nta.___csfoll_
IMN 1/2 otOMo Nattl_1/4oftr>e~ 1/4 otSoaIh_Il/4 ofSeetbo I, T~ 29Solvt1t, ltan9l' !SEaII. LESS UootNcrtt\ 2OOfM'I ""the.....
1110 _ andlL$S tM.. SOf_b>o-. ..SR..5-S8a(SUnMtPo/nI Rood)CNIlESS tile" IS lMt 6oreountyRood 'l&-A I(..,. Road).
Aft<> USS Addltmnd ""I>t-ol-_1 _ ~ad 111I DfIlcW ~ Boot 4O(lO, Pop 2t8. .u.o USS ttoot partlcln d-.d to u.. Am_ ~ Assodotlatt
:s.....:-st0lcpl:.. hoc.C1S~InOl'ldd~I!tocIli<Sl60atPco;'&lS.oI'IlII_Pll_~of""".CIlunty.Flondo.
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BfGlI'OINGot C1...-n bncIby--.,,-, hWest~-'l...ofSecUoll T~ Z9 Soulll. ~ lS Eat" PfMoflOll CGunt)c.FJorldo;....~"E.
-..; 11><I EoI.I:-Wftt ~.-f".... 01 ~ Set... II"" u.. ......,~. of Stc:lto Rood!l4S.........own <l.lI s........ ....1r11 ROOd, I'79.W fMt: thence ~9"" _I.....
SOO"08"C2"E. 50.01 _ ...p<IIat... _ SOU"*"'''stlt-of--r.....'''IlOIId.- _ lM~,."....lIonoedf'atjTOf:8E~ th.....ooIoow;IRldr\ohl-ot--,
"'. S89W'~~ 414-1S7 lWt; u...-1tocMn9 HId ngIll-ot-W071h1 SllO'lO'n"t. lM-03 I-.'/: u-ce S8ll'OS54"t, eo.OI I~ thM>l:Ol 500'\020.1: 111lSS fMt.
"-... N89't11'4Tw S59.1!lI feet to 0 ""'1 on the EcIt...ty r1r#Il-cf-woy Ihoo 01 C<amtyltoao:l 264 (1(.." Rood); ll't_ 1lI0Cl9 .., rlght-ol-WOy lln" NOO'09"02"W
13214 1Nt.. u...._ l~ IIGJd rtghl-of-woy lb. S8!nllr54"E, l~OD IMt then... NOO"OlfQ2"W I~OO fNt to 1M ............I~ PONl Of' BEGINNING.
AttURAC\^
1 lH[ ACa.RACY Sl.ul3ARO USED RlR 1HIS Sl.INn AS CUS5FIED IN IHE ~ lECtNCAL ST.vfJARDS (SIC11--6 rAC) lS"'SUelIR8oW' THE Mt/'IUW
RD.Al1\IE orsTANCE ACCURACY rm DllS ~ Of sutt/n IS 1 FOOT N 7.:100 I'tET lHt YIaIUW OMEN!: a..osl.Jll;[ F'OR H..T",/ACSJA LN4l 111l..E SIJIM:l'S IS 1
FOOT PI ':"000 FEET THE: ~ OBTAlNID BY ~ AND CAl..CUlAnON CF", CLOSEtl GEOwE1RIC RGIJRE Ultrs OR EXCtttlS tHIS RtQUlFlOlOO"
2. H..l. CON'JIftOL ~lS ~ lUDE 'IllTH A 1llAIISlT AND STEEl TAPE. OR DEwctS ..m (lUV4l..EHT OR KCHER OECREES CE ACClJRACY
,). IHE IlElD WOSUREll \UlllC.ll. CONTRO.. roFl aEV.JJON ~1KW RE1..A1m to THIS StJIM:Y IS 8ASB) OH . Lt-.a Ul(lP vs.JC 0IFJ1llENTl"'- LEVELIIIO
lECliNlCll.ES.Cl.05l.R[~IIlEETS~EXCfiDSlHE""./'UnIl~R[QJ:ROlon
DATA SOURCES
1 8EARIOGS ARE B.\SU)C>>l THESOOlHAIGHT-CE-WAVUNECFSl.NSETPOlNTRO.JD .u~W 1Hf LEoo.OES(qlpTtOH BEING W'OG$4"r.PlOIS
SHOWN ON WAf' or SlJR'Cr (Stt DATA SOIJR(;(" 3)
2. nit PLAT OF ~AS QtOWS, AS AECXlRIXD W PlAT 8QOI( J, P,ioGE 15 CIf tHE PUlll.JC REO:lRDS OF PHllAS ttlllUV 1UJlIlA, WAS tmJZED Ilil THE
PIlEPAR....nON OF lHIS SU!M:V
J. 1l'flS SUll\OlEY WAS PRtPNttO 'lI'ni '1M[ 8D€FlT r7 A ~ fOR lilt.[ 1NSUFtAMX. PRD'NlED BY lAWYERS nu IN$I.lRANCE aJIlPOItl'llON CJltI(FI He..
~ Af1l:RD<<:;[:..... O'2-:U&, mtCtM: D..tt: 5D'TOI8tR 4 2003.T ll:0I:lam. Ml..tCAl DCiCRlP~ AND olU e:.SDlENT INflJRNAlION IS PER SA.IO
4. ElLVA1IONS.w.:lUoSEDlF(>>,ITHEII:R1H~'oIUIIICol.Ll)A1\Morl_{/Il"Wllll).CONTRa.OENOlWJ.RKustOLSOESI(iK,o\l[tl 1$-74-80r l..CCAtED
IN ntE I<<lNfTYClfSlJlrfSETPQNlltOAO(SI.1EROAO~) N<<INUOGe:T~ lllYAl1ON" M6J rm
5. "OOlllONH.. R)GHT....<Jr-W.Y ..roRW..'lON roR SI.lHStT I'QNT ROAl) (CJt. ~76) IS FROM ntE RlGHT-Qf"-WAY fIIlAF'S PMPARED 81' PlNnLAS ClJlMl'l' f\0RIlJ\
ENGM:tR:HG otPAATVDfT au-o No. OM, DA1tD ll-Ul-e&.
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ALTAjACSM LAND TITlE SURVEY
OF A PORTION OF LOTS 7 AND 8, PINELLAS GROVES
Sl:CTION 1, TOYoNSHIP 29 SOUTH. RANGE 15 EAST. CITY Of ClEARWATER, P1NEllAS COUNTY, flORIDA
UWlTAnQNS:
1 usta: tHl$~.VNmN:OTHE1'l ~ntClSf:PR[PiUI[tIF'OR/aJmF'IEDTO lILL8E1l-IERE-\.ISERSSQ.t1ll5l( .ntwTUAIIlU1YTObt[SUInf;TlIt
2. b€Rt .....y8E AOOmOHAt. CAStWDfTS.., / OR MSTRICTlDMS Nl'ECllI'flO lHl$ PROPtRTY ntAT ".1' tI' ....YI<<)T Ell!: F'CMCl'" M PlftJC REOCRlSot ntS
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J. mE lOCA.tlCIISOF THE~utlUlESNIO I~ 1WDI APPURTEN~TIrRf: ~IJ\" A F'I1DSUl'IEYMGCIl.YlOCA.1DlASSHCNM ~
~~.r~tI'~~~~~~~~.'O:~=~=~TS-:~tm~~':>:=:::
\IDlIfY 1)1[ ~ tI' NIY UNDEJtQlIlQ.WO U1IJ1lElI MID / 0IlI THOR "'PPI..na~ANCES. tHE ~ IIUd\1:S NO QJN!:NHt't THAT TNt 1..lNDI:RGAI1IN
UtlJTIt$ AJCI I OR 'IHm APPIMTOIAHCES SHOW. lXIIfIfaS[ AU. SUDl UTI.JTI[$ IN me: ARfA. D1'HER .. SDMa: OR ~
~~ 0IWDtSI0NS SHOW C* lHE SlJIroIt1' SUPEl!S[D( SCoIUJ) oaolSlCN$. 'lHDlf: "AY BE ~ ORA" ()1T 01 SCAlE TO CR.AI'tCAU.T ~ 'MIt
~ lJND(R(;R(llllr F'ClJlr(DAlIClN$ AHD 1l-IEII: lOCA~S Ii"\€: 1'<<11' 8EDf MTDtWIIIW
1 IRIllGAT1ON~4ND/(JInutAPPl.ll:~Ii"'-'t1:~T9EVtl0CA1IDuc.tSSO'l1fthl9!SHO'INHDl[ON.
7 $HDW~arfla$SUR\on' lHElOUl~ISUNIl(RSl\)Q[)TOBEAN[ICPMS9OHOIFAPIl(f't$SIONALOF'8IIDN8.A.srDtFON IH[~
BEST KNCWll..EDlZ. ftftlRloIAlIOlf NCO BElJE:f AN!) 'lHATn THIS COISl1lUTES ND1HER A GU.vwrItE NOR A 'lWtRANTY
II. :5l.8..ET ~lT APPEAItSMUEWTHlNR.OODlOIrIE "x" (W'lSl(l[ IH[ ~'IVoRFlOODPI.AlN).. "r'(lYoNO-ntN TME lDO-!IOCI 'IEAIlfUlClllP\Mf).
'Ar (JJ&: FlOOO 0,LV.11(If 54). .., """, ACCOII1lItO 'II) lH[ FlOOO INSl.lFWICE ltATt..AP CCtAlUMTY PANEL JrMe)t 12509l1 llIJOt D l&U' ~ AWUST
1., 1W1 AN ACQ.RA.1E ZOPC: otttRW:NAllON SI<<J.IUl 8t _.-at BY 111[ PREPARtlt t:I ~ MAP TlE: FEDERAl DCRGDCY au.rv.cocon AGDttY OR 1HE l.OCAl.
~ALAOCMCTIiA"'I<<l.l.lRlSl:llCTQl (J't'[Jl SUOlIlAT1tRSPRKIR 1l)AHY.l1OCMt~BEfiG"ADl" f1lO,l THE 20M[ LMSAS SHOW..'lHERD'ERENCED
FttlDlAL 0lERC0ICY MA.NAGtKENT ACOlC'I' tlJl' STAlES.. b4E NOl[:S TO tHE usat THAT -J14S loW' IS F'OR IICSuRANCf PlMP05CS tN.1'" n.ooo llM: LI<<S
SHOIlNMEREC>>lAllt~1'E.
. IlIETl.I.NO ~AllanfS.:Rt DC'f'DIMINtD.. tHE FltlD 8Y.wrT1/1l s. MWSlROftO at AIlIllSl1tONG 0I\0RlHUDfTH.. stlMCQ, INC.. All) AF'PROotD 8Y
.wlEJtTO"4R1lI<<Z rF M SOJDnltST FtCIRlOA ""TER M~!XSl'RIC1 MFt.J.Gao FElD .lJltISllICUONAl PaNTS ti[Jl[ rnD lOCA'lIIl 8"l' roRESlCHT
~DI.c..Clfll/25/Cl3.
10. ONlY _-none 11lttS, n:u:t 8I'OlES .1M) LAIlQER IN lII.Wt1tR A.f MEA$T HOCHT -.oRE LOCATFJ) .IICl SHOWN HER[arf
BOUNDARY IHCOHSISTEHQES.
I 14ff ANClLUl AJCII OR carD$ONAL IllSCll:EPANOE$ 8El1IIEE.N THE It'GAl Dlsalf'nON(S) AND THE FIEUllOCA1tD OCCl.PAlIaN BO.Jt<<)ARY CCIIICRS. N<<)
8CIl..IeAAY CCRl€RS tiltH aIJl.N'I.E ecu.twrf Ir,IQNlAlENfS At.C>>IC "TH 'IHEIA CORfl(SPONOlI'fG ()Ml)IWO DM:C"DONAL IIIIS'SB. ME SHO'IN ON MI<P OF SIJRVE'r
APPARtHT PHYSICAL. USE.
tKESUB.e:TPRl:FERTYISOSEORlRCI:UCDlOALfllET....PUllPOSES..
EASEMENlS/RIGHT -Of - WAY.
1 1HE ROtl-oF"-WAY ltFORW.1ION FOR IC[tN:[ ItOAD IS FROM ", flll)lT-Of"-..-AY SI..IroO" PRt'PAAED IJY Klf<<l DlQNEDtINC A.SSOQA.1tS" lHC. DltA-.:: No. lIII6,.
DAlEO f'EElRUNn' 28. 1""- (SkOIIil AS 1t1 ON MAP 01 SUR\a)
2- tHE ltIQHT-OF-WAY 8lrnlIlMA~ f"OIf SUlrISET P'OIN1 ctOI'D (c.R. 57&) d FlltIW A RIQ('I-CE-..Y SUR\fEY, PREPARED 8T ICDIO DIG:NEIJtIIIC ASSIX1AI[S, ICe-
DR.l....cNo.I8I5, 0A,ftt) FCItV.oJfT 211. 19!H. (SHOWMloSfItI ON Ito\PCF~
nE "(UOIDIO All( FROM THE CQU"nlENT F'OIt n1l.E lHSURAHa;, REFERENCED ~ DAT. $OOI{CE 3-
3. DRMIAGE EAS[1If)f"l{.) IN FAVOR OF "'STAlE: CE n.0RIJA~ S[T fORTH IN JNSTFltJUENT(.) rlECORDm lH 0FFJaAL R[C(Al$ llOCIf 1701 PA<< 114.
4. tIoSiEWDIT(.).. F..\ItIR or THE "aTT OF a..EARWATDl f'l..(lRI;l,.-," SET ftJl'ltl IN I<(SlRtIMENT(.) RtcatDallN CI'RaAL REtClIlOS BOOK 4OtIIS.. PARE. 212-
~ EASEIot~) .. rA'<<Il or THE "(STY OF ClLARWA1tR,. FlCIlIl'" SET rOR'!tllN ftStRUWENT(.) ~ III 0FFlCIAL llttCIlDs 8(D( ff:IM,!.ML 214.
e.. ~) Iq FA'oOI: at floE. "QTY or Cl.EARW.f.1IR,. 11.ORlD.~ SET FCRTH IN ItlS~.) ""--ADm" Cf'FlClAI. llt(:OtDS 80(1( 4lI6t.....,a liT.!.
, 1 MAINA,'Z EASEUOIT{.) .. F.v<<t OF "sTAT[ OF f\.OIlIl)A" SET FOR'bl ... 1NS1JllALNT(.) 1l(00R~ 111 cmcw.. llKtlIl:DS IlOCI( s.;m, PACr. ~
8- ~ N fA'<<IR Off CITY OF Q..U.RlIL\TER, FlalI1A. S[T f"OIflH IN lMSmu.....T(.) REccn _ ,. CfFJaAL. RtCalDS BDOIt n74, I'AOE,_ 1-
. NON-(ItCl.llSM; EASDIOfTFCIl: JIrOlESS AND EGRESS. NCl1 fIR UIUJT SDMCtS. IoS [l(SCRlB[D'" "alNf1IlMA.'llON ott.EA$E" DOClJIIIDf1 RU:ORDEJ) II
lfilClH.. RECOROS 80CIC .128. PAGE of&.
PREPARED FOR:
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SURVEYOR AND MAPPER IN RESPONSIBLE OtARGE
DANA A W'\'UJE
PRCl'ESSKJNAL 9JRIIEYCR Nf!) MAPPER
I..JCDIS[ NU~ LS 5874
STATE Of F1.CRIOA.
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OCItPORAncN; W,o.QtO\llIl.Il-' ANDHOtJ.AIC)AKMGIltl.V
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PR(f'[Rn EXCE:PT AS SttO...1CERECIl.
1. MS IS Ttl aJnTT THAT ntS WAP at PlAT AND M Sl.IMY GI tKOt IT IS 8ASfP 'IQ[ MAllE
. AlX1RlANCE .m LAWS Jil:[(I.JtA.TINO !UWEYlNG IN lIfE ST"'-1'[ . ncRIIA, MIJ) W1lI 11ft "'V1MAI
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ACOl.\llIItT" SToUI;WtO$ AS ADOPtED 8"l' I\I..T'" IfSPS NorD AC$l AHO.. mlC1 Off Tl€. OAI[ rs ntS
CDf1lflCA1ION, UNDER9ON!D ruRMR C(R1lJ'IES fHAT 'rMt Sl,Jt\fY ~TS lID![ WADE ..
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(at :mAl. AS llEClICAfED P\.8JC SIRUT OR H1CHW",,.,.
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LEGAL DESCRIPTION
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A portion of Lots 7 and 8 in the Northwest 1/4 of the Northwest-
1/4 of the Southwest 1/4 of Section I, Township 29 South, Range
15 East, PINELLAS GROVES, as recorded in Plat Book 3, Page 15 of
the Public Records of Pinellas County, Florida, described as
f 0 I lows:
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~ THERE COULD ,BE, AODI1lONAL RESTRICTIONS' AFFEC1lNGTHIS"DESCRIP110N AND"SKETCHrlN THE PUBUC RECORDS OF THIS COUNTY.
a: .LEGAL OESCRIP1l0N AND 'SKETCH HAVE BEEN, PREPARED WITH ,OR W1THOuT"THE'BENEFIT Of' A TITLE POUCY.
~ BEARINGS ARE BASED 'ON THE 'SOUTH RIGHT-OF-WAY UN~' OF SUNSET P~INT 'ROAD BEIN,a ASSUMED AS S89'06'S4"E.
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COMMENCE at the Northwe~t corner 'of the Southwest 1/4 of Section
I, Township 29,Sou.th, R~~ilge"'f'5'.East, Pinellas ,County, Florida:
thence SOoo08'51'IE al'O'ng'tl1e 'West 'line of said Section 1,50.00
fe e t t 0 a pol n ton " the We s te r lye x te n s Ion 0 f the Sou t h
right-of-way I ine of Sunset, Point Road (State Road S588): thence
S89006'54"E ,a1ong said W~sterly extension and the South
right-of-way line of ,':Su'nset Point Roa"d (St'ate Road S588) ,
respectively, a distance of 179.86 feet to the Northwest corner
of that certain parcel a"s shown on the "Alta/Acsm Land Title
Survey of a port i.on of'toJs 7 and 8, PINELLAS GROVES" as prepared
by Foresight Surveyors" Inc., file name 11280-BT-I.dwg, last
revised on Febr'uary L~,,' 2004, same also being the POINT OF
BEGINNING; thence con.,f,;lnu'e S89006'54"E, al1o,ng sold South
right-of-way line of I Sunset Po i nt Road (Sfate Road S588) , a
distance of 201.:.49' feet,;. thence leav;lng said South right-of-way
, (, 4, .',"' , -:. ", 'I II
I I ne of Sunset P'o"i"n't Road (State Road S588),.. S00053 06 W, a
distance of 15.75 fee't to a point on the Westerly line of a
Wetland"Conservation Area, as shown on said "Aqja/Ac'sm Land Title
Sur v e y ; th e n c e a' Ion g ,'t he. We s te r I y Ii n e 0 f s aid Wet I and
Con s e r vat Ion Are a, ,t he' f '0 II 0 win gel 9 h t ( 8 ) c 0 u r s e s : ( I) . the n c e
SI2006'15"W, a distance, of 25.90 feet: (2) thence S04043'52"E, a
distance of 44.89 feet:. (3) thence S03022'33"E, a distance of
60.77 feet; (4) thenc.e S08002"101lW, a distance of 31.43 feet; (5)
thence S01045'32"E, a di'stonce of 50.37 feet: (6) thence
S10034'44"E, a distance of 36.43 feet: (7)' thence S650I8'55"E, a
distance of 39.86 feet: (~) thence S850I3'53"E, a distance of
43.15 feet to the South I ine of the North 1/2 of the Northwest
1/4 of the Northwest 1/4 of the Southwest 1/4 of said Section I;
thence N89009'17"W, along said South I ine of the North 1/2 of the
Northwest 1/4 of the Northwest 1/4 of the Southwest 1/4 of said
Section I, a distance of 424.29 feet to a point on the Easterly
right-of-way line of;Keel)'e RO,ad (County Road 26A): thence leaving
said South line o,f 't~,e~orth 1/2 of the Northwest 1/4 of the
Northwest 1/4 of the,$outhwes't 1/4 of said Section I, a'long said
Easterly rlght-~f-~a~ line, NOoo08'51"W, 132.98 feet; thence
leaving sold Easterly right-of-way line, S89006'54"E, a distance
of 129.83 feet; thence NOoo08'02"W, a distance of 150.00 feet to
t he PO 1 NT OF BEG I NN'I NG.
; I
Containing 76,945 square feet or 1.766 acres, more or less.
SEE SHEET 2 FOR SKETCH
LEGAL DESCRIPTION, AND 'SKETCH FOR: TWO TO ONE', LLC
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OANA'. A, .WYLLI I 'OATE ,- s~' Il'....&;" 14561,B 58TH STREET NORTH, CLEARWATER, FLORlDA 33760
PROFESSIONAL SUR,~YOR' AND M~PPER <,' . PH. (727) 539,7196 FAX (727) 539,0888 LB No.: 5776
N.UMBER ,I:.S, ,5874 '. '." '" ,""" ~ ,_, "" . .. .
JOB NUMBER' REVISION'., 'smTIO'N 'TOWN'SHlp: '[RANGE';' i SCAlE DATE DRAWN BY
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';'~L8) ;;: iI5S'SWe:$$,':8(i ::!lj~9;86'/:~\ ,: ",', UE ;~ U,T1l;)TY;' EAS,EMENT "
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,~~: COU[O~'BE';J'OOlTlONAL,RESTRICTlONSMFFECTlNGllI'I1S .DESCRIPTION ANO'SKETCH IN lllE PUBIjC RECORDS OF lliIS':COUNJY:
~'ii:,1\' "EscRl~noN'~iANo"sKnCHH:']~vE'~EEfUp~fP~lfED~~T;r6l<Y.1THclUT,,THE. BENEFIT OF A lITlE POUCY. " , '
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~lg~ ,,~J:~~~~,,~~,~~ :ON..'THE",S~V.!H,~.R!Gtt,T":j~~:,"~~~::~!,,~:O!:'.'~~I1~ET,.PO~NT ~OAO ~EING AS~MEO .AS S~p'06'54~E. "
:~'~~: ,Tim:",', :,~itEGI\L .DESdRiR:1J,SN',~Nbjt;SKE?rC~t> : fOR: ',~ ',',:.r:!N0,; to ONE ttLC
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, ;:~fk ;~ ;~ii$Armc. LA/<D &'CON~TRUcnON S~VEYING
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' 5 RVS'V: RS , ,
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THIS IS NOT A SURVEY
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MAR 1 1 2004
LEGAL DESCRIPTION
,.,! ..,......"..~"""' ,......,r:---.~,..-.-'f4~l\flT
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A portion of Lots 7 and 6 in the Northwest 1/4 of the Northwest
1/4 of the Southwest 1/4 of Section I, Township 29 South, Range
15 East, PINELLAS GROVES, as recorded in Plat Book 3, Page 15 of
the Public Records of Pinellas County, Florida, described as
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COMMENCE at the Northwest corner of the Southwest 1/4 of Section
I. Township 29 South, Range 15 East, Pinellas County, Florida;
thence SOOo06'51"E along the West line of said Section I, 50.00
feet to a point on the Westerly extension of the South
right-of-way line of Sunset Point Road (State Road S586); thence
S69006'54"E along said Westerly extension and the South
right-of-way I ine of Sunset Point Road (State Road S566) ,
respectively, a distance of 179.66 feet to the Northwest corner
of that certain parcel as shown on the "Alta/Acsm Land Title
Survey of a portion of Lots 7 and 6, PINELLAS GROVES" as prepared
by Foresight Surveyors, Inc., file name 11260-BT-I.dwg, last
revised on February 13, 2004, same also being the POINT OF
BEGINNING; thence continue S69006'54"E, along said South
right-of-way line of Sunset Point Road (State Road 5566), a
distance of 201,49 feet; thence leaving said South right-of-way
line of Sunset Point Road (State Road S566) , S00053'06"W, a
distance of 15.75 feet to a point on the Westerly I ine of a
Wetland Conservation Area, as shown on said "Alta/Acsm Land Title
Survey; thence along the Westerly line of said Wetland
Conservation Area, the following eight (6) courses: (I) thence
SI2006'15"W, a distance of 25.90 feet; (2) thence S04043'5211E, a
distance of 44.69 feet; (3) thence S03022'33"E, a distance of
60,77 feet; (4) thence S06002'\01lW, a distance of 31.43 feet; (5)
thence 501045'3211E, a distance of 50.37 feet; (6) thence
S I 00 34' 44" E , a d i s tan ceo f 36.43 fee t; (7) the n c e S650 16' 5511 E, a
distance of 39.66 fe~t; (6) thence S85013'5311E, a distance of
43.15 feet to the South line of the North 1/2 of the Northwest
1/4 of the Northwest 1/4 of the Southwest 1/4 of said Section I;
the n C e N690 09' 17" W , a Ion g sa idS 0 u t h I i n e 0 f the Nor t h 1/2 0 f the
Northwest 1/4 of the Northwest 1/4 of the Southwest 1/4 of said
Section I, a distance of 424.29 feet to a point on the Easterly
right-of-way line of Keene Road (County Road 26A); thence leaving
said South line of the North 1/2 of the Northwest 1/4 of the
Northwest 1/4 of the Southwest 1/4 of said Section I, along said
Easterly right-of-way line, NOoo06'5111W, 132.96 feet; thence
leaving said Easterly right-of-way line, S69006'54"E, a distance
of 129.63 feet; thence N00006'02"W, a distance of 150.00 feet to
the POINT OF BEGINNING.
Conta i n i ng 76,945 square feet or 1.766 acres, more or less.
SEE SHEET 2 FOR SKETCH
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~ THE GEOMETRY PERTAINING TO THIS DESCRIPTION AND SKETCH ARE SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.
Q) THERE COULD BE ADDITIONAL RESTRICTIONS AFFECTING THIS DESCRIPTION AND SKETCH IN THE PUBUC RECORDS OF THIS COUNTY.
c:
i:i: LEGAL DESCRIPTION AND SKETCH HAVE BEEN PREPARED WITH OR WITHOUT THE BENEFIT OF A TITLE POLICY.
g BEARINGS ARE BASED ON THE SOUTH RIGHT-OF-WAY UNE OF SUNSET POINT ROAD BEING ASSUMED AS S89'06'54"E.
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LEGAL DESCRIPTION AND SKETCH
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PROFESSIONAL SURVEYOR AND MAPPER
NUMBER LS 5874
JOB NUMBER I REVISION I SECTION I TOWNSHIP I
11280 ____ 1 29 S
3/;,/o,!-
I 'DATE
~ FORESIGHT SURVEYORS~ INC.
poreslqM HYDROGRAPHIC, LAND & CONSTRUCTION SURVEYING
sp RVEffiRS 14561,3 58TH STREET NORTH, CLEARWATER, FLORIDA 33760
.............. PII. (727) 539.7196 FAX (727) 539,0888 LB No' 5776
RANGE I SCALE I DATE I DRAWN BY I FILE NAME I SHEET
15 E 1" = 100' 3/11/04 FTM 11280LS5.dwg 1 of 2
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THIS IS NOT A SURVEY
POC
NW COR OF SW 1/4
OF SEC 1- TWP29S-RNG15E WESTERLY EXTENSION OF
S R/W LINE OF
SUNSET POINT ROAD
(STATE ROAD S588)
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SUNSET POINT ROAD
(STATE ROAD 5588) (BEARING BASIS)
(COUNTY ROAD 576) S R/W LINE
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201,49' ~
S89"06'54"E
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~ THERE COULD BE ADDI110NAL RESTRICll0NS AFFECllNG THIS DESCRIPll0N AND SKETCH IN THE PUBLIC RECORDS OF THIS COUNTY.
i:i: LEGAL DESCRIPll0N AND SKETCH HAVE BEEN PREPARED WITH OR WITHOUT THE BENEFIT OF A l111E POLICY.
g BEARINGS ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF SUNSET POINT ROAD BEING ASSUMED AS S89'06'54"E.
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L5
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L7
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L10
S89"06'54"E
129,83'
LINE TABLE
BEARING
SOO'53'06"W
512'06'15"W
S04'43'52"E
S03'22'33"E
508'02'10"W
501'45' 32"E
510'34' 44"E
565'18'55"E
S85'13'53"E
SOO'08'51"E
N89"09'17.W
424,29'
1 D' DE/UE PER
ORB 4086, PG 212
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DISTANCE
15.75'
25.90'
44.89'
60.77'
31.43'
50.37'
36.43'
39.86'
43.15'
50.00'
LEGAL DESCRIPTION AND SKETCH
FOR:
~
S LINE OF THE N 1/2 OF
THE NW 1/4 OF THE NW
1/4 OF THE SW 1/4 OF
SEe 1-TWP29S-RNG15E
ABBREVIATIONS LEGEND:
COR
DE
LB
LS
O/A
ORB
(P)
PB
PG
POB
POC
R/W
RNG
SEC
(SI)
= CORNER
= DRAINAGE EASEMENT
= LICENSED BUSINESS
= LICENSED SURVEYOR
= OVERALL
= OFFICIAL RECORDS BOOK
= PLAT BOOK 3, PAGE 15 DATA
= PLAT BOOK
= PAGE(S)
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= RIGHT OF WAY
= RANGE
= SECll0N
= Alto/ Acsm Land Title Survey of 0 portion
of Lots 7 and 8. PINELLAS GROVES" os
prepared by Foresight Surveyors. Inc. file
nome 11280-BT-1.dwg. lost revised on
February 13, 2004;
= TOWNSHIP
= UTILITY EASEMENT
TWP
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SEE SHEET 1 FOR LEGAL DESCRIPTION
TWO TO ONE, LLC
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, DANA A WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
NUMBER LS 5874
JOB NUMBER REVISION
11280
~ FORESIGHT SURVEYORS, INC.
3/")0 'f ~:t,,-. HYDROGRAPHIC, LAND & CONSTRUCTION SURVEYING
I DATE sp!t!,~~i.f.l ",... 14561,B58THSTREETNORTH,CLEARWATER,FLORlDA33760
..............- PH (727) 539.7196 FAX (727) 539.0888 LB No.. 5776
TOWNSHIP RANGE SCALE DATE FILE NAME SHEET
29 S 15 E 1" = 100' 3/11/04 11280LS5.dwg 2 of 2
SURVEYOR'S REPORT AND MAP OF SURVEY:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPTION: (Shown as (L) on map of survey)
A portion of Lots 7 and 8 in the Southwest 1/4 of Section 1, Township 29 South, Range 15 East. PINELLAS GROVES, as recorded in Plat Book 3, Page 15 of the
Public Records of Pinellas County, Florida, described as follows:
The N. 1/2 of the Northwest 1/4 of the Northwest 1/4 of Southwest 1/4 of Section 1, Township 29 South, Range 15 East, LESS the North 200 feet of the West
180 feet and LESS the N 50 feet known os S.R. S-588 (Sunset Point Road) and LESS the W. 15 feet for County Rood 26-A Keene Rood).
Also LESS Additional Right-of-Way os recorded in Official Record Book 4086, Page 216; Also LESS that portion deeded to the American Heart Association
Suncoast Chapter, Inc. os recorded in Official Record Book 5160 at Page 845, 011 in the Public Records of Pinellas County, Florida.
Also described as:
BEGINNING at a point found by measuring from the West quarter corner of Section 1, Township 29 South, Range 15 East, Pinellas County, Florida; run S89'06'54"E,
along the East-West centerline of said Section and the centerline of State Rood 588, also known os Sunset Point Rood, 179.99 feet; thence leaving said centerline
SOO'08'02-E, 50.01 feet to 0 point on the Southerly right-of-way line of said road and the above mentioned POINT OF BEGINNING; thence along said right-of-way
line S89'06'54"E, 414.67 feet; thence leaving said right-of-way line SOO'10'29"E, 185.03 feet; thence S89'06'54"E, 80.01 feet; thence SOO'10'29"E, 97.55 feet;
thence N89'08'47"W, 659.88 feet to 0 point on the Easterly right-of-way line of County Rood 26A (Keene Rood); thence along said right-of-way line NOO'09'02"W,
132.94 feet; thence leaving said right-of-way line S89'06'54"E, 165.00 feet; thence NOO'08'02"W, 150.00 feet to the aforementioned POINT OF BEGINNING.
ACCURACY:
1. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 FAC). IS "SUBURBAN". THE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. THE MINIMUM LINEAR CLOSURE FOR ALTA/ACSM LAND TITLE SURVEYS IS 1
FOOT IN 15,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMElRlC FIGURE MEETS OR EXCEEDS THIS REQUIREMENT.
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~. THE PLAT OF PINELLAS GROVES, AS RECORDED IN PLAT BOOK 3, PAGE 15 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WAS UTILIZED IN THE
PREPARATION OF THIS SURVEY.
3. TH VEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE, PREPARED BY LAWYERS TITLE INSURANCE CORPORATION, ORDER No.
41149210LA, R..., E No. 02-516, EFFECTIVE DATE: SEPTEMBER 4, 2003 AT 8: OOom. THE LEGAL DESCRIPTION AND ALL EASEMENT INFORMATION IS PER SAID
COMMITMENT.
2. ALL CONlROL MEASUREMENTS WERE MADE WITH A lRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL LOOP, USING DIFFERENTIAL LEVELING
TECHNIQUES. CLOSURE ACHIEVED MEETS OR EXCEEDS THE MINIMUM ACCURACY REQUIREMENT.
DA T A SOURCES:
1. BEARINGS ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF SUNSET POINT ROAD AS DESCRIBED IN THE LEGAL DESCRIPTION, BEING S89'06'54"E, AND IS
SHOWN ON MAP OF SURVEY. (SEE DATA SOURCE 3)
4. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN ..... DATUM OF 1988 (NAVD 88). CONTROL I::lENCHMARK USED IS DESIGNATED "15-74-BO 3", LOCATED
IN THE VICINITY OF SUNSET POINT ROAD (STATE ROAD 588) AND NUGGt.1 ~ ~I 59.63 FEET.
5. ADDITIONAL RIGHT-OF-WAY INFORMATION FOR SUNSET POINT ROAD (C.R. 576) IS FROM THE RIGHT-OF-WAY MAPS PREPARED BY PINELLAS COUNTY, FLORIDA
ENGINEERING DEPARTMENT, DRAWING No, 064, DATED 11-16-88.
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LIMITATIONS:
1. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAYBE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THA T MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS
COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON
THE FACE OF THIS SURVEY. ONLY THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON
THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO
VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND / OR THEIR APPURTENANCES SHOWN. COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR
LOCATION.
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON.
7. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S
BEST KNOWl..EDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY.
8. SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "X" (OUTSIDE THE 500 YEAR FLOOD PLAIN), "X" (LYING WITHIN THE 100-500 YEAR FLOOD PLAIN),
"AE", (BASE FLOOD ELEVATION 54), AND "A", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0009 D. MAP REVISED AUGUST
19, 1991. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE LINES AS SHOWN. THE REFERENCED
FEDERAL EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY". FLOOD ZONE LINES
SHOWN HEREON ARE APPROXIMATE.
9. WETLAND JURISDICTIONAL LIMITS WERE DETERMINED IN THE FIELD BY MARTIN S. ARMSTRONG OF ARMSlRONG ENVIRONMENTAL SERVICES, INC. AND APPROVED BY
ALBERTO MARTINEZ OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISlRICT. THE FLAGGED FIELD JURISDICTIONAL POINTS WERE FIELD LOCATED BY FORESIGHT
SURVEYORS INC. ON 11/25/03.
10. ONLY NON-EXOTIC lREES, FOUR INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON.
BOUNDARY INCONSISTENCIES:
1. ANY ANGULAR AND / OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTlON(S) AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND
BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY.
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS USED FOR COMMERCIAL/RETAIL PURPOSES.
EASEMENTS/RIGHT-OF - WA Y:
1. THE RIGHT-OF-WAY INFORMATION FOR KEENE ROAD is FROM A RIGHT-OF-WAY SURVEY, PREPARED BY KING ENGINEERING ASSOCIATES, INC., DRAWING No. 685,
DATED FEBRUARY 28, 1994. (SHOWN AS Rl ON MAP OF SURVEY)
2. THE RIGHT-OF-WAY INFORMATION FOR SUNSET POINT ROAD (C.R. 576) IS FROM A RIGHT-OF-WAY SURVEY, PREPARED BY KING ENGINEERING ASSOCIATES, INC.,
DRA'MNG No. 685, DATED FEBRUARY 28, 1994. (SHOWN AS Rl ON MAP OF SURVEY)
THE FOLLOWING ARE FROM THE COMMITMENT FOR TITLE INSURANCE, REFERENCED IN DATA SOURCE 3.
3. DRAINAGE EASEMENT(s) IN FAVOR OF "STATE OF FLORIDA" SET FORTH IN INSTRUMENT(s) RECORDED IN OFFICIAL RECORDS BOOK 1709, PAGE 614.
4. EASEMENT(s) IN FAVOR OF THE "CITY OF CLEARWATER, FLORIDAn. SET FORTH IN INSTRUMENT(s) RECORDED IN OFFICIAL RECORDS BOOK 4086, PAGE 212.
5. EASEMENT(s) IN FAVOR OF THE "CITY OF CLEARWATER, FLORIDA", SET FORTH IN INSTRUMENT(s) RECORDED IN OFFICIAL RECORDS BOOK 4086, PAGE 214.
6. EASEMH, .J) IN FAVOR OF THE "CITY OF CLEARWATER, FLORIDA", SET FORTH IN INSTRUMENT(s) f\~ JRDED IN OFFICIAL RECORDS BOOK 4982, ,GE 1173.
7. DRAINACE EASEMENT(s) IN FAVOR OF "STATE OF FLORIDA", SET FORTH IN INSlRUMr:NT(s) RECORDED IN OFFICIAL RECORDS BOOK 5302, PAGE ::162.
8. EASEME~"-") IN FAVOR OF CITY OF CLEARWATER, FLORIDA, SET FORTH IN INSlRUMENT(s) RECORe 'N OFFICIAL RECORDS BOOK 7274, PAGE 3.
9. NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS, AND FOR UTILITY SERVICES, AS DESCRIBED IN "CONFIRMATION OF LEASE" DOCUMENT, RECORDED IN
OFFICIAL RECORDS BOOK 4128, PAGE 48.
PREP ARED FOR:
TWO TO ONE, L.L.C.
28100 U.S. HWY 19 N, SUITE 504
CLEARWA TER, FLORIDA
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DANA A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
ABBREVIATIONS LEGEND:
A/C AIR CONDITIONER
ASPH ASPHAL T
B/C BACK OF CURB
BFE BASE FLOOD ELEVATION
BLDG BUILDING
(C) CALCULATED DATA
~ CENTERLINE
CCR CERTI~ED CORNER RECORD
CIS CONCRETE SLAB
CI CURB INLET
CLF CHAIN LINK FENCE
CONC CONCRETE
CMP CORRUGATED METAL PIPE
(D) OFFICIAL RECORDS BOOK 8310, PAGE 2172
DiP DUCTILE IRON PIPE
E/P EDGE OF PAVEMENT
EL ELEVATION
(F) FIELD DATA
FIR FOUND IRON ROD
FN&D FOUND NAIL AND DISK
FOP FOUND OPEN END IRON PIPE
FPKD FOUND PARKER KALON NAIL AND DISK
FPP FOUND PINCHED IRON PIPE
GE GRATE ELEVATiON
IE INVERT ELEVATION
JD JURISDICTION
LFE LOWEST FINISHED FLOOR ELEVATION
MAS MASONRY
MES MITERED END SECTION
O/A OVERALL
OHL OVERHEAD LINES
(p) PLAT DATA
PB PLAT BOOK
PG PAGE(S)
PVC POLYVINYL CHLORIDE
R/W RIGHT OF WAY
RCP REINFORCED CONCRETE PIPE
SEC SECTiON
SIR SET 1/2" IRON ROD LB 5776 FORESIGHT
STY STORY
S/W SIDEWALK
TOB TOP OF BANK
TOS TOE OF SLOPE
TP TRAFFIC POST
TRANS TRANSFORMER
TYP TYPICAL
U/P UTILITY POLE
UNK UNKNOWN TREE
UST UNKNOWN TREE
VCP VITRIFIED CLAY PIPE
W/F WOOD FENCE
SYMBOLS LEGEND:
~' CALCULA TED DIMENSION FROM STRUCTURE
TO BOUNDARY / RIGHT-OF-WAY LINE
OAK lREE
PINE TREE
BOTTLEBRUSH TREE
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MAPLE TREE
CABLE TELEVISION BOX
FIRE HYDRANT
GAS MANHOLE
G VALVE
GRA rE INLET
GUv ANCHOR
Lk
POLE
MONITOR WELL
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SANITARY CLEAN OUT
SANITARY SEWER MANHOLE
TRAFFIC SIGNAL BOX
TELEPHONE BOX
TELEPHONE MANHOLE
UTILITY POLE WITH LIGHT
UTILITY POLE
WA TER METER
WOOD POST
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AREA OF PROPERTY WHICH WAS DISCLAIMED
BY STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
PER OFFICIAL RECORDS BOOK 5302, PAGE 959
SURVEYOR'S CERTIFICATE:
THIS SURVEY IS MADE FOR THE BENEFIT OF TWO TO ONE, L.L.C.; AVIS TITLE; LAWYERS TITLE INSURANCE
CORPORATION; WACHOVIA BANK; AND HOLLAND & KNIGHT LLP.
I, DANA A. WYLLIE, PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY TO THE AFORESAID PARTIES,
AS OF THE DATE SET FORTH BELOW THAT I HAVE MADE A CAREFUL. SURVEY OF A TRACT OF LAND
DESCRIBED HEREON.
1. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND CORRECTLY SHOWS THE LOCATION OF
BUILDINGS, STRUCTURES AND OTHER VISIBLE IMPROVEMENTS SITUATED ON THE ABOVE PREMISES. THERE
ARE NO VISIBLE ENCROACHMENTS ON THE SUBJECT PROPERTY OR ONTO THE LAND ABUTTING SAID
PROPERTY EXCEPT AS SHOWN HEREON.
2. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE
IN ACCORDANCE WITH LAWS REGULATING SURVEYING IN THE STATE OF FLORIDA, AND 'MTH THE "MINIMUM
STANDARD DETAIL REQUIREMENTS FOR AL TA/ACSM LAND TITLE SURVEYS", JOINTLY ESTABLISHED AND
ADOPTED BY AL TA, ACSM AND NSPS IN 1999, 'MTH NO "TABLE A" ITEMS INCLUDED. PURSUANT TO THE
ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM, AND IN EFFECT ON THE DATE OF THIS
CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN
ACCORDANCE WITH THE "MINIMUM ANGLE. DISTANCE AND CLOSURE REQUIREMENTS WHICH CONlROL LAND
BOUNDARIES FOR AL TA/ACSM LAND TITLE SURVEYS".
3. SEE LIMITATION 8 FOR FLOOD ZONE INFORMATION.
4. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO SUNSET POINT ROAD (SR 588) AND KEENE ROAD
(CR 26A), AS DEDICATED PUBLIC SlREET OR HIGHWAYS.
TITLE:
AL TA/ACSM LAND TITLE SURVEY
OF A PORTION OF LOTS 7 AND 8, PINELLAS GROVES
SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
NO. SHEET INDEX
1 SURVEYORS REPORT
2 MAP OF SURVEY
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
NO. REVISION DATE BY
1 REVISED PREPARED FOR AND CERTIFIED TO INFORMATION 1-27 -04 DAW
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA l::ICENSED SURVEYOR AND MAPPER.
o a--t: (2 '-. -f!AL' . 1-' Z f). 0 1-
~~K _A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
L1CEN5€: NUMBER L5 5874
STATE Or.'. FL.ORIDA
~ FORESIGHT SURVEYORS, INC.
HYDROGRAPmC, LAND & CONSTRUCTION SURVEYING
14561-8 58TH STREET NORm, CLEARWATER. FLORIDA 33760
PH. (727) 539-7196 FAX (727) 539-0888 LB No.: 5776
FILE: 11280-BT-l.DWG QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW
PROJ. NO.: 11280 F8 661, PGs 20-39 FIELD DATE: 12/04/03 SCALE: 1 "= 40'
FR F.7? Pro ?F.
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W"" PER ORB 4086, PG 212 _ _ sas'J'28"[ .I) 1 ._ ..q 193 93' ~. :& ....0' <l' UNK I So
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N89"09'1-rW (F)
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FPKD, PLS 4238
'M:ST QUARTER CORNER OF
SEC 1- T29S-R15E
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TOP EL - 55.30'
IE N = 50.18', 18"RCP
IE SW - 51.47', 6"PVC
IE SE - 51.40'. 6.PVC
N LINE OF THE
SW 1/4 OF
SEC 1- T29S-R15E
L
S89'06'54"E (L,C)
179.99' (L)
179.88' (C)
SOO'08'02"E (L,C)
50.01' (L)
50.15' (C)
S R/W LINE OF
SUNSET POINT ROAD '!l"
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PB 3 PG 15
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THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
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TITLE:
AL TA/ACSM LAND TITLE SURVEY
OF A PORTION OF LOTS 7 AND 8, PINELLAS GROVES
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PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STAT.E',OF FLORIDA
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SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
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PINELLAS GROVES, INC.
PB 3 PG 15
NO.
REVISION
DATE
NO. SHEET INDEX
1 SURVEYORS REPORT
1 MAP OF SURVEY
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
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FORESIGHT SURVEYORS, INC.
HYDROGRAPlDC, LAND & CONSTRUCTION SURVEYING
14S61-B ssm STREET NORm, CLEARWATER. FLORIDA 33760
PH. (727) S39-7196 FAX (727) 539-0888 LB No.: 5776
SHEET __?_
FILE: 11280-BT-1.DWG QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW
PROJ. NO.: 11280 FB 661, PGs 20-39 FIELD DATE:12/04/03 SCALE: 1"= 40'
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SURVEYOR'S REPORT AND MAP OF SURVEY:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPTION: (Shown as (L) on map of survey)
A portion of Lots 7 and 8 in the Southwest 1/4 of Section 1, Township 29 South, Range 15 East. PINELlAS GROVES, os recorded in Plot Book 3. Page 15 of the
Public Records of Pinellas County, Florida. described as follows:
The N. 1/2 of the Northwest 1/4 of the Northwest 1/4 of Southwest 1/4 of Section 1, Township 29 South, Range 15 East, LESS the North 200 feet of the West
180 feet and LESS the N 50 feet known os S.R, S-588 (Sunset Point Rood) and LESS the W. 15 feet for County Road 26-A Keene Rood).
Also LESS Additional Right-of-Way as recorded in Official Record Book 4086, Page 216; Also LESS that portion deeded to the American Heart Association
Suncoast Chapter, Inc. as recorded in Official Record Book 5160 at Page 845, all in the Public Records of Pinellas County, Florida.
Also described as:
BEGINNING at a point found by measuring from the West quarter corner of Section 1, Township 29 South, Range 15 East, Pinellas County, Florida;. run ~89'06'54~E,
along the East-West centerline of said Section and the centerline of State Rood 588, also known os Sunset Point Road. 179.99 feet; thence leaVing sOld centerline
SOO'08'02"E. 50.01 feet to a point on the Southerly right-of-way line of said rood and the above mentioned POINT OF BEGINNING; thence a!on2 said right-of-way
line S89'06'54"E, 414.67 feet; thence leaving sold right-of-way line S0010'29"E, 185.03 feet; thence S89'06'54"E, 80.01 feet; thence S0010 29 E, 97.55 feet;
thence N89'08'47"W, 659.88 feet to a point on the Easterly right-of-way line ot County Road 26A (Keene Rood); thence along said right-ot-way line NOO'09'02"W,
132.94 teet; thence leaving said right-ot-way line S89'06'54"E, 165.00 teet; thence NOO'08'02"W. 150.00 teet to the aforementioned POINT OF BEGINNING.
ACCURACY:
1. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 FAC). IS "SUBURBAN". THE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. THE MINIMUM LINEAR CLOSURE FOR ALTA/ACSM LAND TITLE SURVEYS IS 1
FOOT IN 15,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE MEETS OR EXCEEDS THIS REQUIREMENT.
2. All CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL LOOP, USING DIFFERENTIAL LEVELING
TECHNIQUES. CLOSURE ACHIEVED MEETS OR EXCEEDS THE MINIMUM ACCURACY REQUIREMENT.
DATA SOURCES:
1. BEARINGS ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF SUNSET POINT ROAD AS DESCRIBED IN THE LEGAL DESCRIPTION, BEING S89'06'54"E, AND IS
SHOWN ON MAP OF SURVEY. (SEE DATA SOURCE 3)
2. THE PLAT OF PINELLAS GROVES, AS RECORDED IN PLAT BOOK 3, PAGE 15 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WAS UTILIZED IN THE
PREPARATION OF THIS SURVEY.
3. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE, PREPARED BY LAWYERS TITLE INSURANCE CORPORATION, ORDER No.
41149210LA, REFERENCE No. 02-516, EFFECTIVE DATE: SEPTEMBER 4. 2003 AT 8:00am. THE LEGAL DESCRIPTION AND ALL EASEMENT INFORMATION IS PER SAID
COMMITMENT.
4. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CONTROL BENCHMARK USED IS DESIGNATED "15-74-BO 3", LOCATED
IN THE VICINITY OF SUNSET POINT ROAD (STATE ROAD 588) AND NUGGET DRIVE. ELEVATION = 59.63 FEET.
5. ADDITIONAL RIGHT-OF-WAY INFORMATION FOR SUNSET POINT ROAD (C,R. 576) IS FROM THE RIGHT-OF-WAY MAPS PREPARED BY PINELLAS COUNTY, FLORIDA
ENGINEERING DEPARTMENT, DRAWING No. 064, DATED 11-16-88.
UMIT A TlONS:
ABBREVIATIONS LEGEND:
A/C = AIR CONDITIONER
ASPH = ASPHALT
B/C = BACK OF CURB
BFE BASE FLOOD ELEVATION
BLDG BUILDING
(C) CALCULATED DATA
ct CENTERLINE
CCR CERTIFIED CORNER RECORD
CIS CONCRETE SLAB
CI CURB INLET
CLF = CHAIN LINK FENCE
CONC = CONCRETE
CMP = CORRUGATED METAL PIPE
(D) = OFFICIAL RECORDS BOOK 8310, PAGE 2172
DIP DUCTILE IRON PIPE
E/P EDGE OF PAVEMENT
EL ELEVATION
(F) FIELD DATA
FIR FOUND IRON ROD
FN&D FOUND NAIL AND DISK
FOP FOUND OPEN END IRON PIPE
FPKD FOUND PARKER KALON NAIL AND DISK
FPP FOUND PINCHED IRON PIPE
GE GRATE ELEVATION
IE = INVERT ELEVATION
JD = JURISDICTION
LFE = LOWEST FINISHED FLOOR ELEVATION
MAS = MASONRY
MES = MITERED END SECTION
O/A OVERALL
OHL OVERHEAD LINES
(p) = PLAT DATA
PB PLAT BOOK
PG PAGE(S)
PVC POLYVINYL CHLORIDE
R/W RIGHT OF WAY
RCP REINFORCED CONCRETE PIPE
SEC SECTION
SIR SET 1/2" IRON ROD LB 5776 FORESIGHT
STY STORY
S/W SIDEWALK
TOB TOP OF BANK
TOS TOE OF SLOPE
TP TRAFFIC POST
TRANS TRANSFORMER
TYP TYPICAL
U/P UTILITY POLE
UNK UNKNOWN TREE
UST UNKNOWN TREE
VCP VITRIFIED CLAY PIPE
W/F WOOD FENCE
1. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS
COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON
THE FACE OF THIS SURVEY. ONLY THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON
THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO
VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES AND / OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA. EITHER IN SERVICE OR ABANDONED.
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR
LOCATION.
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON.
7. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S
BEST KNO'M..EDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY.
8. SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "X" (OUTSIDE THE 500 YEAR FLOOD PLAIN), "X" (LYING WITHIN THE 100-500 YEAR FLOOD PLAIN),
"AE", (BASE FLOOD ELEVATION 54), AND "A". ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0009 0, MAP REVISED AUGUST
19, 1991. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE LINES AS SHOWN. THE REFERENCED
FEDERAL EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY". FLOOD ZONE LINES
SHOWN HEREON ARE APPROXIMATE.
9. 'M:TLAND JURISDICTIONAL LIMITS 'M:RE DETERMINED IN THE FIELD BY MARTIN S. ARMSTRONG OF ARMSTRONG ENVIRONMENTAL SERVICES, INC. AND APPROVED BY
ALBERTO MARTINEZ OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. THE FLAGGED FIELD JURISDICTIONAL POINTS 'M:RE FIELD LOCATED BY FORESIGHT
SURVEYORS INC. ON 11/25/03.
1 O. ONLY NON-EXOTIC TREES, FOUR INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON.
BOUNDARY INCONSISTENCIES:
1. ANY ANGULAR AND / OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTlON(S) AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND
BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY.
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS USED FOR COMMERCIAL/RETAIL PURPOSES.
EASEMENTS/RIGHT-OF - WAY:
SYMBOLS LEGEND:
~'
1. THE RIGHT-OF-WAY INFORMATION FOR KEENE ROAD IS FROM A RIGHT-OF-WAY SURVEY, PREPARED BY KING ENGINEERING ASSOCIATES, INC., DRAWING No. 685,
DATED FEBRUARY 28. 1994. (SHOWN AS R1 ON MAP OF SURVEY)
2. THE RIGHT-OF-WAY INFORMATION FOR SUNSET POINT ROAD (C.R. 576) IS FROM A RIGHT-OF-WAY SURVEY, PREPARED BY KING ENGINEERING ASSOCIATES. INC.,
DRAWING No. 685. DATED FEBRUARY 28, 1994. (SHOWN AS Rl ON MAP OF SURVEY)
THE FOLLOWING ARE FROM THE COMMITMENT FOR TITLE INSURANCE, REFERENCED IN DATA SOURCE 3.
= CALCULATED DIMENSION FROM STRUCTURE
TO BOUNDARY / RIGHT-OF-WAY LINE
OAK TREE
PINE TREE
BOTTLEBRUSH TREE
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.
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PINE TREE
MAPLE TREE
CABLE TELEVISION BOX
FIRE HYDRANT
GAS MANHOLE
GATE VALVE
GRA TE INLET
GUY ANCHOR
LIGHT POLE
MONITOR WELL
3. DRAINAGE EASEMENT(s) IN FAVOR OF "STATE OF FLORIDA" SET FORTH IN INSTRUMENT(s) RECORDED IN OFFICIAL RECORDS BOOK 1709, PAGE 614.
4. EASEMENT(s) IN FAVOR OF THE "CITY OF CLEARWATER, FLORIDA". SET FORTH IN INSTRUMENT(s) RECORDED IN OFFICIAL RECORDS BOOK 4086. PAGE 212.
5. EASEMENT(s) IN FAVOR OF THE "CITY OF CLEARWATER. FLORIDA", SET FORTH IN INSTRUMENT(s) RECORDED IN OFFICIAL RECORDS BOOK 4086. PAGE 214.
6 .SEMENT(s) IN FAVOR OF THE "CITY OF CLEARWATER, FLORIDA", SET FORTH IN INSTRUMENT(s) RECORDED II
FICIAL RECORDS BOOK 4982, PAGE 117~
7. DRAINAGE EASEMENT(s) IN FAVOR OF "STATE OF FLORIDA". SET FORTH IN INSTRUMENT(s) RECORDED IN OFFICIAL RECORDS BOOK 5302, PAGE 962.
e .SEMENT(s) IN FAVOR OF CITY OF CLEARWATER. FLORIDA, SET FORTH IN INSTRUMENT(s) RECORDED IN OFFI( RECORDS BOOK 7274, PAGE 346.
9. NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS. AND FOR UTILITY SERVICES, AS DESCRIBED IN "CONFIRMATION OF LEASE" DOCUMENT, RECORDED IN
OFFICIAL RECORDS BOOK 4128, PAGE 48.
sea
o
SANITARY CLEANOUT
SANITARY SEWER MANHOLE
TRAFFIC SIGNAL BOX
= TELEPHONE BOX
TELEPHONE MANHOLE
UTILITY POLE WITH LIGHT
= UTILITY POLE
WA TER METER
WOOD POST
PREP ARED FOR:
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POINT OF ELEVATION
TWO TO ONE, L.L.C.
28100 U.S. HWY 19 N, SUITE 504
CLEARWA TER, FLORIDA
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
DANA A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
~'<.;>".......,
:E:-."'"..<'.',:.,,,:,:-<':-,.,:,
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- "." "'-""
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= AREA OF PROPERTY WHICH WAS DISCLAIMED
BY STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION L?~
PER OFFICIAL RECORDS BOOK 5302, PAGE 959 ( ~
~ lt~i/
SURVEYOR'S CERTIFICATE:
THIS SURVEY IS MADE FOR THE BENEFIT OF TWO TO ONE, L.L.C.; AVIS TITLE; LAWYERS TITLE INSURANCE
CORPORATION; WACHOVlA BANK; AND HOLLAND & KNIGHT LLP.
I, DANA A. WYLLIE, PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY TO THE AFORESAID PARTIES,
AS OF THE DATE SET FORTH BELOW THAT I HAVE MADE A CAREFUL SURVEY OF A TRACT OF LAND
DESCRIBED HEREON.
1. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND CORRECTLY SHOWS THE LOCATION OF
BUILDINGS. STRUCTURES AND OTHER VISIBLE IMPROVEMENTS SITUATED ON THE ABOVE PREMISES. THERE
ARE NO VISIBLE ENCROACHMENTS ON THE SUBJECT PROPERTY OR ONTO THE LAND ABUTTING SAID
PROPERTY EXCEPT AS SHOWN HEREON.
2. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE
IN ACCORDANCE WITH LAWS REGULATING SURVEYING IN THE STATE OF FLORIDA, AND WITH THE "MINIMUM
STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS".' JOINTLY ESTABLISHED AND
ADOPTED BY ALTA, ACSM AND NSPS IN 1999. WITH NO "TABLE A" ITEMS INCLUDED. PURSUANT TO THE
ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM, AND IN EFFECT ON THE DATE OF THIS
CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN
ACCORDANCE WITH THE "MINIMUM ANGLE. DISTANCE AND CLOSURE REQUIREMENTS WHICH CONTROL LAND
BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS".
3. SEE LIMITATION 8 FOR FLOOD ZONE INFORMATION.
4. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO SUNSET POINT ROAD (SR 588) AND KEENE ROAD
(CR 26A), AS DEDICATED PUBLIC STREET OR HIGHWAYS.
"
THIS SURVEY IS NOT VALID WlTl-iOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
FORESIGHT SURVEYORS, INC"
HYDROGRAPIllC, LAND & CONSTRUCTION SURVEYING
14561-8 ssm STREET NORm. CLEARWATER, FLORIDA 33760
PR (727) S39-7196 FAX (727) S39-0888 LB No.: S776
TITLE:
AL TA/ACSM LAND TITLE SURVEY
OF A PORTION OF LOTS 7 AND 8, PINELLAS GROVES
SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST. CITY OF CLEARWATER, PINELLAS COUNTY. FLORIDA
SHEET __1_
NO. SHEET INDEX
1 SURVEYORS REPORT
2 MAP OF SURVEY
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
NO. REVISION DATE BY
1 REVISED PREPARED FOR AND CERTIFIED TO INFORMATION 1-27-04 DAW
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DANA A. WYLLIE
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
. STATE OF FLORIDA
FILE: 11280-BT-l.DWG QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW
PROJ. NO.: 11280 Hl 881. PC8 20-39 FIELD DATE: 12/04/03 SCALE: 1N= 40'
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IE SW - 51.47', 6"PVC
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L
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LOT 8
PINELLAS GROVES, INC.
PB 3 PG 15
LOT 7
PINELLAS GROVES, INC.
PB 3 PG 15
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LB 3889
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30
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( IN FEEl' )
1 inch = 30 ft"
60
I
NO. SHEET INDEX
1 SURVEYORS REPORT
1 MAP OF SURVEY
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
~ FORESIGHT SURVEYORS, INC.
HYDROGRAPIllC, LAND & CONSTRUCTION SURVEYING
~...1gIIt 14S6I-B SmI SlREETNORTII, CLEARWATER. FLORIDA 33160
PH. (727) S39-7196 FAX (727) S39-0888 LB No.: 5176
FILE: 11280-BT-1.DWG QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW
iJROJ. NO.: 11280 FB 66', PGll 20-39 FIELD DATE: 12/04/03 SCALE: 1 M = 40'
In'! F.7? PC:: ?F.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
NO.
REVISION
DATE
BY
TITLE:
ALTA/ACSM LAND TITLE SURVEY
OF A PORTION OF LOTS 7 AND 8, PINELLAS GROVES
0~ (/,. uJr' /Z-Q5-a:J
NAA. ~L1E
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5674
STATE OF FLORIDA
SECTION 1, TOYMSHIP 29 SOUTH, RANGE 15 EAST, CITY OF' CLEARWATER, PINELLAS COUNTY, FLORIDA
SHEET 2
OF
2