WAGENVOORD ADVERTISING GROUP INC. (W.A.G.I) (RECORDED)
Prepared by and return to :1.0/
Wayne C. Eubanks
American Acquisition Title, Inc.
5600 West Mariner Street Ste.1 04
Tampa,FL 33609 01-021408 JAN-23-2001 3:44~M
PINELLAS CO 8K 11187 PG 2058
~..IIIIIIIIIIIIIIIIIIIII.U___~ _
Property folio number 16-29-15-0oo00-240:(j[90-
KAKtEEN F. DE BLAKER, CLERK OF COURT
PINELLAS COUNTY, FLORIDA
----------------------..~-------------,...
6C258260 01-23-2001 15:46:09
51 DED-GITY OF CLWE
0000000000
In: BK: SPG:
RECORDING 006 PAGES 1
JTF
EPG:
$28.50
Grantees tax identification number
TOTAL: $28.50
P CHECK AHT.TENDERED: $28.50
CHANGE: $.00
BY -_______ DEPUTY CLERK
Warranty Deed
This Indenture, Made this 23rd day of January, 2001 between W.A.G.I. A DWISION OF
*
W AGENVOORD ADVERTISING GROUP, INC., A DISSOLVED FLORIDA CORPORATION, grantor ,
whose post office address is 200 Pierce Blvd., Clearwater, FL 34616, and CITY OF
CLEARWATER; A FLORIDA MBNICIPAL CORPORATION, grantee *, whose post office address is
100 South Myrtle Avenue, Clearwater, FL 33756.
*"grantor" and "grantee" are used for singular or plural, as context requires
WIlNESSETH: That said grantor, for and in consideration of the sum of TEN AND Noll 00
DOLLARS ($10.00) and other valuable considerations to said grantor in hand paid by said grantee,
the receipt whereof is hereby acknowledged, has granted, bargained and sold, to the said grantee,
, and grantee's heirs and assigns forever, the following described land, situate, lying and being in
r. p'" .. ,.~_..J~jnellas County, Florida, wit:
Acel Ii
CHG AMT
CK AMT
REC ~ ?> ~-.y)
DS OR219
DS
[NT
FEES
MTF
PIC
REV
TOTAL
SEE EXHIBIT "A" ATTACHED HERETO AND MADE APART HEREOF
SUBJECT ro RESlRICTIONS, RESERVATIONS AND LIMITATION OF RECORD, IF ANY,
AND TAXES FOR TIlE YEAR 2001 AND SUBSEQUENT YEARS. THE PURPOSE OF
THIS WARRANTY DEED IS TO WIND-UP CORPORATION AFFAIRS.
<md said grantor does hereby fully warrant the title to said land, and will defend the same against
=-~tlie lawful claims of all persons whomsoever.
IN WIlNESS WHEREOF, grantor has hereunto set grantor's hand and seal the day and year first
above written.
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C'I. ~n Jap'K
W.A.G.I. A DIVISION OF W AGENVOORD
ADVERTISING GROUP, INC., a dissolved
Florida Corporation
~ (Seal)
VI Wagenvoord ~
President
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PINELLRS COUNTY rLR,
Orr,REC.8K lllS7 PG 2057
STATE OF FLORIDA
COUNTY OF PINELLAS
The foregoing instrument was acknowledged before me this do.ay of
~I.(A-t" ,2001 by David Wagenvoord, President of W.A.G.I. a Division of
Wagenv06rd Advertising Group, Inc., a dissolved Florida Corporation, on behalf of the
corporation. He is personally known to me or who has produced
as identification. - ~
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PmtName:4-/~~ t!:E~p~
(Seal)
.....~.'~~""'41 'Wa
~~1~~ Co \Ylle C. Eubanks
;;t : I.~ IDInlIllolJ # CC 815407
~!'J. .ftliUt ~ ExpIre. Afar. 8 200'"
',f>>.' Bon..--'. ~
I"""" Atlanti !o...... Thru
C nebnl' Co,. Ine.
My Commission Expires:
EXHIBIT A
PINELLAS COUNTY FLA.
OFF,REC,8K 11187 PG 2058
A parcel of land lying in Section 16, Township 29 South, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
COMMENCE at the most easterly point of Pierce 100 Condominium recorded in
Condominium Plat Book 19, page 98 of the Public Records of Pinellas
County, Florida, said point lying on the westerly right of way line of
Pierce Boulevard, lying S89023'46"W, 92.86 feet from survey center line
station 50+79.88 of Pierce Boulevard per State Project Number 15220-2599,
also being a point on a curve concave northeasterly; thence along the arc
of said curve to the left, having a radius of 224.63 feet, a central
angle of 02024' 1 7", the chord for which bears S 46034' 59" E, a chord
distance of 9.43 feet, an arc distance of 9.43 feet to the end of said
curve, said point lying S 64041 ' 14" W, 80.16 feet from survey center line
station 51+09.93 of Pierce Boulevard per State Project 15220-2599, said
point also being the POINT OF BEGINNING and a point on a curve concave
northeasterly; thence along said curve to the left having a radius of
224.63 feet, a central angle of 06033' 11 ", the chord for which bears
S51003'43"E, a chord distance of 25.69 feet, an arc distance of 25.69
feet to the end of said curve; thence departing aforesaid westerly right
of way line, S15019'02"E, 26.99 feet; thence S74041'Ol"W, 7.12 feet;
thence S 15018'59"E, 0.90 feet; thence S89045'13"W, 71.09 feet to a point
on a curve concave southerly; thence along the arc of said curve to the
right, having a radius of 75.00 feet, a central angle of 15034'37", the
chord for which bears N66053'42"E, a chord distance of 20.33 feet, an arc
distance of 20.39 feet, to a point of compound curvature with a curve
concave southerly; thence along the arc of said curve to the right,
having a radius of 70.33 feet, a central angle of 29051 '19", the chord for
which bears N89036'37"E, a cho~distance of 36.23 feet, an arc distance
of 36.65 feet to the end of said curve; thence N74041 'Ol"E, 5.62 feet;
thence N 15019' 01" W, 36.83 feet to the POINT OF BEGINNING.
Said lands containing 1041 square feet, more or less.
. .
PINELLAS COUNTY FLA.
OFF,REC,8K 11187 PG 2058
EXHIBIT A
A parcel of land lying in Section 16, Township 29 South, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
COMMENCE at the most easterly point of Pierce 100 Condominium recorded in
Condominium Plat Book 19, page 98 of the Public Records of Pinellas
County, Florida, said point lying on the westerly right of way line of
Pierce Boulevard, lying S 89023'46" W, 92.86 feet from survey center line
station 50+79.88 of Pierce Boulevard per State Project Number 15220-2599,
also being a point on a curve concave northeasterly; thence along the arc
of said curve to the left, having a radius of 224.63 feet, a central
angle of 08057' 28", the chord for which bears S 49051 ' 35" E, a chord
distance of 35.08 feet, an arc distance of 35.12 feet to the end of said
curve, said point being the POINT OF BEGINNING and a point lying
S 62038' 23" W, 69.42 feet from survey center line station 50+89.28 of
Pierce Boulevard per State Project 15220-2599; thence continuing along
said curve to the left having a radius of 224.63 feet, a central angle of
15038' 33", the chord for which bears S 62009 I 35" E, a chord distance of
61.14 feet, an arc distance of 61.33 feet to the end of said curve, said
point lying S 89045' 13" W, 39.30 feet from survey center line station
50+21.15 of Pierce Boulevard per State Project Number 15220-2599; thence
departing aforesaid westerly right of way line, S 89045' 13" W, 53.56 feet;
thence N15018'59"W, 0.90 feet; thence N74041'Ol"E, 7.12 feet; thence
N 15019' 02" W, 26.99 feet to the POINT OF BEGINNING.
Said lands containing 593 square feet, more or less.
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PIN~LLAS COUNTY fLA,
Off ,R~C,8K 11197 PG 2060
This IS not 0 survey
POIN T OF COMMENCEMEN T
MOST EASTERLY POINT
OF PIERCE 100 CONDOMINIUM
RECORDED IN CONDOMINIUM
PLA T BOOK 19, PAGE 98
PINELLAS COUNTY. FLORIDA
589'23' 46.W 50+ 79.88 92.86'
DEL TA = 08'57'28" r; '" ~ P R C
L = 3512' {),<- ,,'0- --(;--01.1'
a, R = 22463' o'?! <;;\) 1J -zc~~~
~ ~ CB = S49'51'35"E . ~.\j\ PARCEL 101 C' C-Y../f'~
DELTA = 29'51'19" \ CD = 3508' ~{~'6~ 593 SQUARE FEET, <" ~<,,<"..L.
L = 36 65' ~ vi \ So MORE OR LESS J'> ~~<&~
R=7033' ')0' POINT OF WESTERLY /\ "->O<f~
CB = NS9'36'37"E lO.~\ BEGINNING RIGHT-OF-WAY ~ ~~<L.~
CD = 362\' S, -\ 101 -i PARCEL 101 J LINE OF PIERCE <" 'b ---'Y .-:
z \.->/ BOULEVARD...A \ ~'1:0
. ,..c\ ~'')~'/j / DELTA = 1,5'3S'33~ ~ ~
DEL TA = 3S'30'47" '\74'4~ 0' :;;\ 'fb'\~~'/ / r L = 61 33 ",~ \9
L - 50 41 \~ ,=,0<- \ ' N 0 R = 22463'
R :, 750~' ........ - - - - - - - - -.-.... , 'o~"t ' / /. CB = 562'09'35"E
CB=N55'25'37"E /- t!.74A~7\i //()- CD=6114'
CO = 4947' ./",/ __ ____ ___ N15~18'~':W ~,9~' _ _ ~S8_9'4.5'l)"~r[~;; ~6'/ L~89'45'13"W 3930'
\ ,,/ N89'45' 13"E _ _ 7110' \ 77:> ~ 92.86' - - ,)~J- , '-50+ 2115-
Q: // Q ~ t 4'4\'0\''( N15'18'59"W 310' :,.g.~
~/ ~ 13'~~ S __ p :8:'45'13'" __ ~:____ 12664'___ A g i S89'45'13". ,.61'
S89'45'13"W ~ l WESTERLY / 49+ 991 0, <\
DELTA = 33'46'01" RIGHT-OF-WAY L1NE-../ V
L = 32.61' PIERCE BOULEVARD 0
DELTA = 27'01'18" R = 55 33'
L = 28.30' CB 588'26'03'1 CURVE 6
~B= 6~~1~;0'22"E CO 32.14' P.I. STA. = 49+00.28
CD = 2804' P.K. NAIL AND DISK
X 396982.970
Y 1320378304
6. 22'50'54" LT.
T 17522'
L 345.79'
R 867.12'
P.C. STA = 47+25.05
PRe STA = 50+ 70.84
CURVE 7
PI STA = 52+32.80
5/8" IRON ROD WITH
CAP
X = 396818.532
Y = 1320672.673
6. = 31'18'51" RT.
T = 161.96'
L = 31582'
R = 577.86'
P.R.C. STA = 50+70.84
P.T. STA. = 53+86.66
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~-~"i~,I-': C;1\.~. CITY OF CLEARWATER, FLORIDA
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PINELLAS COUNTY rLA
Orr,REC,8K 11197 PG 2061
This IS not 0 survey
PCINT OF COMMENCEMENT
MOST EASTERLY POINT
OF PIERCE 100 CONDOMINIUM
RECORDED IN CONDOMINIUM
PLA T BOOK 19, PAGE 98
PINELLAS COUNTY, FLORIDA
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~E~T~43'02'24'17" S89'23'46.W 50+79.88 92.86'
R = 224.63' ~ DELTA - 06'33'11" ~ P R C
CB = S46'34'59"E~ L = 2569' ~ "'-o'Q.
CD = 9.43' J R = 22463' '1J. -t-.V).0.'F>
POINT OF BEGINNING \/. . ",.,/CB = S51'03'43"E (l ~-y......~~
PARCEL 801 . \/'f CD = 2569' (\ <?<,,(<'..l.
P T 7- / WESTERLY ~--o0l0
DELTA - 15'34'37" OIN OF COMPOUN' .-> IV'/ RIGHT-OF-WAY Jl -11.1"09-<:;
- ,CURVATURE <;: lcr> "/ /I - ...... '"
L = 20.39, DELTA = 29'51'19" ~. \co /...._ ~ LINE OF PIERCE ~ ~~~~
R = 75.00 L _ 3665' 0 \.V'... BOULEVARD ~ 'br:;,.Ly,-11
CB = N66'53'42"E R ~ 7033' ...., 101 ~. DELTA = 15'38'33" \')., ~"i
CD = 20.33' 1 CB = N89'3,6'37"E 801 _ t;;!..,:: L = 6133' ~ (<'
CD 36 23 ~.-. U' \ '" r R = 224.63' r:;. '9
DELTA = 22'56'10" =. ~;4"O' '-; / /'tb\o CB = S62'09'35"E ~ '9
L = 30.02', P.C~C. \..... r-Y-"rr":J.o2 /.,~.~~ .... CD = 61.14' J
R =_7500, '" ...."/"/ / / / 7/'5/4'4' 9 .,2.'
g~ : ~:78;~ 19 E.... V//._ . ~11_~~1~59;'E/?~((~ _. ~89'45'~3~E _ 5356' _~. _ _ ~930'
~. /" S89'45'13"W 71.09' ,/.-6 92.86' .' }"' 50+21.15
/ ~ - ,,"( NI5'18'59"W 310' ''a"
~ /' 100 PC C 4'4,0 . i o:~
800 -,' .. PARCEL 801 t-\/ ci ;!
\ 1,041 SQUARE FEET, /. N 0
,/.. 20.1~' /- _ .. .. ... ..' _ _ _ .. .M?~[ OR_ LESS S89'45~1 ,3"W 12??~' : S; S89'4S'13"W 48.61'
S8S"4S"3"W ~ WESTERLY / 49+9910'0(\
~ DELTA = 33'46'01" RIGHT-OF-WAY UNE- V
L = 32.61' PIERCE BOULEVARD
DELTA = 27'01'18" R = 55.33'
L = 2830' CB = S88'26'03"[ ~~~Yi~_ CURVE 7
~B= 60N'60'~1'O'22"E CD 32.14' PI STA = 49..,.00.28 PI STA 0= 52+32.80
~ PK NAIL AND DISK 5/8" IRON ROD WITH
CD = 2804' X 396982 970 CAP
Y = 1320378.304 X = 396818.532
e:" = 22'50'54" LT. Y = 1320672.673
e:" = 31'18'51" RT.
T = 175.22' T = 161.96'
L = 345.79' L = 315.82'
R = 867.12'
PC STA = 47+2505 R = 577.86'
P.R.C STA. = 50+70.84 PRC STA. = 50+70.84
P T STA. = 53+86.66
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~~" CITY OF CLEARWATER. FLORIDA
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!::' ~ ~} PUBUC WORKS ADMINISTRATION
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