K & P CLEARWATER ESTATE, LLC
EXHIBIT L
LAND EXCHANGE AGREEMENT
CONTRACT FOR EXCHANGE OF REAL PROPERTY
~ THIS CONTRACT is made and entered into as ofthe5,rd day of /7h...VL./\.... ,
200A', by and between the CITY OF CLEARWATER, FLORIDA, a municipality, hereinafterreferred
to as the "City," and K & P CLEARWATER EST ATE, LLC, a Florida limited liability company (the
"Owner") for the exchange of properties in ClealWater, Florida, as described herein.
The parties hereto agree as follows:
1. Exchanee of Prooertv. The City shall convey to the Owner title to certain real
property referred to as "Parcell" which is described in Exhibit A to this contract. The Owner shall
convey to the City title to certain real property referred to as "Parcel 2" which is described in Exhibit
B to this contract. The conveyance of Parcel 1 shall constitute full consideration for the conveyance
of Parcel 2. The conveyance of Parcel 2 shall constitute full consideration for the conveyance of
Parcell.
2. Definitions. In this contract, "Seller" shall mean the City with respect to Parcell and
the Owner with respect to Parcel 2. "Purchaser" shall mean the Owner with respect to Parcel 1 and
the City with respect to Parcel 2. These terms are used for convenience and do not imply the payment
of any compensation other than conveyance of real property in exchange for real property.
3. Leeal Descriotions. Legal descriptions ofthe properties being exchanged between
the parties are as follows:
a. Parcel 1 - See Exhibit A attached;
b. Parcel 2 - See Exhibit B attached.
4. Purchase Price. It is mutually agreed that the transfer of Parcel 1 by the City to
the Owner and the transfer of Parcel 2 by the Owner to the City shall constitute the full and sufficient
consideration for the exchange of the parcels.
5. Contineencies. The exchange proposed in this contract shall be contingent upon
(1) the final approval by the governing council of the City (the "Council") of a development
agreement which governs the proposed redevelopment (the "Development Agreement"), (2) the City's
issuance of a vacating ordinance for Parcell, and (3) the issuance of the first foundation permit for
the Project to the Owner pursuant to Development Agreement.
6. Closin2 Date. The real property exchange transaction described in this contract shall
be closed and the deeds and other closing papers delivered following the effective date ofthe vacating
ordinance for Parcell and within ten (10) days following the issuance of the first building permit for
the Project as defined in the Development Agreement.
7. Title Evidence. As a condition of closing, the Owner shall order and provide at
its own expense a commitment for title insurance in the amount ofthe appraised value of Parcel I as
determined by a duly licensed independent appraiser, which commitment shall show a marketable fee
simple title in the name of the City as to Parcel I subject to only Permitted Exceptions (defined
below). The Owner shall have ten (10) days after delivery of said commitment for the examination
thereof, and within said period shall notify the City in writing of any objections to said title. If this
notification is not given within said time period, then said title shall be conclusively deemed to be
acceptable to the Owner. In the event that the title to Parcell is not good and marketable or is subject
to other than Permitted Exceptions, the City shall have ten (10) days thereafter to perfect the title. If
the defects are not cured within such time, then the Owner may cancel this contract or waive the
defects and accept the property without deduction on account of said defects. An owner's title
insurance policy shall be issued insuring Owner as the owner of Parcel I within a reasonable period of
time following closing.
Also as a condition of closing, the Owner shall order and provide at its own expense a
commitment for title insurance in the amount ofthe value of Parcel 2 as determined by a duly licensed
independent appraiser, which commitment shall show a marketable fee simple title in the name ofthe
Owner as to Parcel 2 subj ect to Permitted Exceptions. The City shall have ten (10) days after delivery
of said commitment for the examination thereof, and within said period shall notify the Owner in
writing of any objections to said title. If this notification is not given within said time period, then
said title shall be conclusively deemed to be acceptable to the City. In the event that the title to Parcel
I is not good and marketable or subject to other than Permitted Exceptions, the Owner shall have ten
(10) days thereafter to perfect the title. Ifthe defects are not cured within such time, then the City
may cancel this contract or waive the defects and accept the property without deduction on account of
said defects. An owner's title insurance policy insuring the City as owner of Parcel 2 will be issued to
the City within a reasonable period of time after closing. The owner's title insurance policy naming
the City as owner shall be underwritten by a title insurance company reasonably acceptable to the
City.
8. Permitted Exceptions. The parcels shall be conveyed to each Purchaser subject
to no liens, charges, encumbrances, restrictions, exceptions, or reservations of any kind or character
other than the following permitted exceptions:
a. Zoning ordinances and land use regulations;
b. Any easements, restrictions, or other matters that appear in the commitment
and/or survey (excluding standard exceptions) which are not objectionable exceptions;
c. Any adverse ownership claim by the State of Florida by right of sovereignty to
any portion ofthe lands insured hereunder, including submerged, filled and artificially exposed lands,
and lands accreted to such lands;
d. Any agreements between the parties that are part of this
contract; and
e. Any standard exceptions not previously mentioned which are
not capable of deletion.
9. Survey. As a condition of the real property exchange closings described herein, a
registered Florida land surveyor shall survey each of the parcels. The costs thereof shall be borne by
the Owner as to both Parcell and Parcel 2.
10. Closine:s and Possession. The real property exchange closings described in this
Agreement shall be simultaneous, and as of the date of such closing, each transferee shall be in
possession of that parcel transferred to said transferee.
11. Property Taxes. To the extent any property taxes are assessed, all property taxes shall
be prorated at closing to reflect ownership of the respective parcels as of the closing date.
12. Closine: Costs. The Owner shall pay the following closing costs and expenses in
connection with the closing:
a. All documentary stamps in connection with the conveyance of the property;
b. The premium and all search fees payable for the owner's policies of title
insurance for both parties;
c. Recording fees in connection with those instruments necessary to render title
acceptable to the Purchaser; and
d. Owner's costs of document preparation and its attorneys' fees.
The City shall pay its costs of document preparation and its attorneys' fees.
14. Risk of Loss. The risk of loss or damage to the parcel to be conveyed by fire or
otherwise, until delivery of deed, is assumed by the Seller. The Seller further agrees to maintain the
parcel to be conveyed and to deliver said parcel to the Purchaser in the same condition as when the
contract was executed, ordinary wear and tear excepted.
15. Assie:nability. This contract may be assigned in the same manner as allowed in the
Development Agreement.
16. No Brokers. Each party affirmatively represents to the other party that no brokers
have been involved in this transaction and that no broker is entitled to payment of a real estate
commission because of this transaction.
17. Notices. All notices which are required or permitted hereunder must be in writing and
shall be deemed to have been given, delivered or made, as the case may be (notwithstanding lack of
actual receipt by the addressee): (i) three (3) business days after having been deposited in the United
States mail, certified or registered, return receipt requested, sufficient postage affixed and prepaid; or
(ii) one (1) business day after having been deposited with an expedited, overnight courier service
(such as by way of example but not limitation, U.S. Express Mail or Federal Express), addressed to
the party to whom notice is intended to be given at the address set forth below with all delivery fees
prepaid:
As to Owner:
K & P Clearwater Estate
Attn: Dr. Kiran C. Patel
5600 Mariner, Suite 200
Tampa, Florida 33609
With a copy to:
Timothy A. Johnson, Jr., Esq.
911 Chestnut Street
Clearwater, FL 33757
As to City:
William B. Home II
City Manager
City of Clearwater
Post Office Box 4748
Clearwater, FL 33758-4748
With a copy to:
Pamela K. Akin
City Attorney
Post Office Box 4748
Clearwater, FL 33758-4748
Any party may change the address to which its notices are sent by giving the other party
written notice of any such change in the manner provided in this paragraph, but notice of change of
address is effective only upon receipt.
18. Entire Contract. This contract and the exhibits referenced herein embodies and
constitutes the entire understanding among the parties with respect to the real property exchange
transaction contemplated herein and all prior or contemporaneous agreements, understanding,
representations and statements, oral or written, are merged into this contract. Neither this contract nor
any provisions hereof may be waived, modified, amended, discharged or terminated except by an
instrument in writing signed by the party against which the enforcement of such waiver, modification,
amendment, discharge or termination is sought, and then only to the extent set forth in such
instrument.
19.
of Florida.
Applicable Law. This contract is construed in accordance with the laws ofthe State
20. Headinl!s. Descriptive headings are for convenience only and shall not control or
affect the meaning or construction of any provision of this contract.
21. Bindinl! Effect. This contract shall be binding upon and shall inure to the benefit of
the parties hereto and their heirs, personal representatives and successors by law.
22. Interpretation. Whenever the context hereof shall so require, the singular shall
include the plural, the male gender shall include the female gender and neuter and vice versa. This
contract and any related instruments shall not be construed more strictly against one party than against
the other by virtue of the fact that initial drafts were made and prepared by counsel for one of the
parties, it being recognized that this contract and any related instruments are the product of extensive
negotiations between the parties and that both parties have contributed substantially and materially to
the final preparation of this contract and all related instruments.
24. Other Al!reements. No prior or present agreements or representations shall be
binding upon either party unless included in this contract or in the Development Agreement. No
modification or change in this contract shall be valid or binding upon the parties unless in writing and
executed by the party or parties to be bound thereby.
25. No Partnership, Etc.. Nothing in this contract shall be construed to constitute the
creation of a partnership or joint venture between the parties.
26. Counterparts. This Agreement may be executed in several counterparts, each
constituting a duplicate original, but all such counterparts constituting one and the same Agreement.
Countersigned:
CITY:
~~
~ .~&Uul9br' FRItA:)J( a-f (AOtI ~
Mayor-Commissioner
CI~Y~FA~WAt3R~IDA
By. bt1L.w.... '7:/-.
William B. Home, II
City Manager
Approved as to form:
Attest:
Pamela K. Akin
City Attorney
'--['4Q-- -
C t ia E. C!o~deau:
City lerk ./ -
../ .
OWNER:
Witness: ~ ,jj~A--
BY:
Dr. Kir
Memb
Ge
P TNERS LIMITED
PARTNERSHIP, A FLORID
A LIMITED PARTNERSHIP,
Managing Member of K & P
Clearwater Estate, LLC.
/C
K & P Cle
SECTION . ? ~ ~ . , TOWNSHIP . . ~~ . . SOUTH, RANGE . . ~~ . . EAST, . . . . . ~1~E.J.l:A~. . . . . . COUNTY, FLORIDA
LEGAL DESCRIPTION and SKETCH
THIS IS NOT A SURVEY
LEGAL DESCRPTION - (PARCEL 1)
A PARCEL OF LAND BEING A PART OF GUlf VIEW BOUlEVARD, AS DEPICTED ON THE PLAT OF COLUMBIA
SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PlAT BOOK 23, PAGE 60, OF THE
PUBUC RECORDS OF PINEllAS COUNTY, FLORIDA, LYING IN THE EAST 1/2 OF SECTION 7, TOWNSHIP 29
SOUTH, RANGE 15 EAST, AND THE WEST 1/2 OF SECTlOO 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOllOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT #, OF llOYD-WHITE-SKINNER SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PlAT BOOK 13, PAGES 12 AND 13, OF THE PUBUC
RECORDS OF PINEllAS COUNTY, FLORIDA; THENCE N.901)()'00.E. ALONG THE NORTH BOUNDARY OF SAID
LOT #, A DISTANCE Of 3.82 FEET; THENCE N.05"32'30.E. ALONG THE EASTERLY RIGHT-OF-WAY OF
AFORESAID GUlf VIEW BOULEVARD, A DISTANCE OF 0.88 FEET TO A POINT OF CURVE; THENCE
NORTHEASTERLY ALONG SAID EASTERLY RIGHT-Of-WAY OF GUlf VIEW BOULEVARD BEING A CURVE TO
THE RIGHT HAVING A RADIUS Of 34.00 FEET, AN ARC OF 26.87 FEET, A CHORD OF 26.18 FEET AND A
CHORD BEARING OF N.2811'29.E. TO THE POINT OF BEGINNING; THENCE N.90'OO'oo.W., A DISTANCE OF
29.08 FEET TO A POINT OF NON-TANGENT CUR\{; THENCE NORTHEASTERLY ALONG A CURVE TO THE
RIGHT HAVING A RADIUS OF 112.00 FEET, AN ARC OF 102.51 FEET, A CHORD OF 98.97 FEET AND A
CHORD BEARING OF N.63'52'46.E.; THENCE S.89'54'OO.E., A DISTANCE OF 79.18 FEET TO A POINT OF
CURVE; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 40.00 FEET, AN
ARC Of 61.30 FEET, A CHORD OF 55.47 FEET AND A CHORD BEARING OF S.45'59'54.E. TO A POINT Of
NON-TANGENT CURVE; THENCE WESTERLY ALOOG THE SOUTHERlY RIGHT-OF-WAY Of AFORESAID GUlf
VIEW BOUlEVARD, BEING A CURVE TO THE lEFT HA\1NG A RADIUS OF 28.66 FEET, AN ARC Of 11.98
FEET, A CHORD OF 11.89 FEET AND A CHORD BEARING OF N. 77'55' 43.W.; THENCE N.89'54'OO.W. ALONG
SAID SOUTHERlY RIGHT-OF-WAY OF GUlf VIEW BOUlEVARD, A DISTANCE OF 145.71 FEET TO A POINT OF
CURVE; THENCE WESTERLY ALONG SAID SOUTHERlY RIGHT-OF-WAY OF GUlf VIEW BOUlEVARD BEING A
CURVE TO THE lEFT HAVING A RADIUS OF 34.00 FEET, AN ARC OF 23.30 FEET, A CHORD OF 22.84 FEET
AND A CHORD BEARING OF S. 70"214tW. TO THE POINT OF BEGINNING.
CONTAINING 6,256.56 SQUARE FEET OR 0.1436 ACRES, MORE OR LESS.
PREPARED FOR
K & P ClEARWATER ESTATES, llC
SHEET 1 OF 3
GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SURVEYOR No. 2512
JOB NUMBER: 050088 DATE SURVEYED: N/A
DRA~NG FlLE: 05OO88B.DWG DATE DRAWN: 1-31-2005
LAST RE\1S1ON: N/A X REFERENCE: 050079
- GEORGE A. SHlJlP n
r 'AND ASSOCIATES, INCORPORATED
\. } LAND SURVEYORS LAND PLANNERS
... 33tJl lJeSOt'O BOUlIYARJJ, SUI1'S lJ
PAlX I/JRIJOR, I'lORlIM 34883
LB 1834 PRONS (127) 184-54981'0(121) 188-1258
CERllACA liON: I HEREBY CERllFY TO TIE BEST OF MY KN<>>\lEDGE AND IIEI.EF lHA T
lHE LEGAL DESCRIPllON AND SKETCH SHOWN HEREON SUBSTANllAll Y llEETS 1lE
MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING DESCRIBED IN THE STATE OF
flORIDA RULE 61G17, F.A.C. FURlHERMORE. lHlS CERllACAllON SHAll NOT EXTEND TO
ANY OlHER PERSONS OR PARllES OlHER lHAN lHOSE NAMED HEREON AND SHAll NOT
BE VAUD AND BINDING AGAINST THE UNDERSIGNED SURVEYOR W1lHOUT THE ORIGINAL
RAISED SEAL AND SIGNA lURE OF THE flORIDA UCENSED SURVEYOR AND MAPPER.
EXHIBIT "A" TO LAND EXCHANGE
AGREEMENT
Page 1 of 3
7 & 8 29 15 P1NEL.LAS
SECTION . . . . . . , TOWNSHIP . . . . . . SOUTH, RANGE . . . . . . EAST, . . . . . . . . . . . . . . . . COUNTY, FLORIDA
LEGAL DESCRlPOON and SKETCH
THIS IS NOT A SURVEY
LrrJrJrJR
wwww
o 50
GRAPHIC SCALE
1 inch = 50 ft.
I - ~LF '0 B~ARD (7~' R/YfJ - - - - --1
589'54'oo"E 79.18' 0
,
Is. R/W UNE to' VACATED R/W 1\
N89'54'OO"W 145.71'
,
I LOT 1, BLOCK "A", COLUMBIA +- \
""11'''.'' (P.' 2J, "'- 60) r
'I' ~ I " I:: 45 I' .. I 47 I 90 I · I: 92 I ~ II i j
~ ' , I ' I I I. .. ~ '
1-, L_ ~~I~ 1 I -L"/W,~) I L II Ii
J: J: ..-11 oJ I
NN or
- - - - ..t. ~cb _ _ +-- ARST A~Uf (60' R/W) I
, is is --- 1
lee -------
~ ~ ----------
CURVE CHORD BEARING
Cl N2811'29"E UNE BEARING DISTANCE
C2 N63'52'46"E L1 N90'OO'OOnE 3.82'
C3 S45'59'54nE L2 N05'32'30nE 0.88'
C4 N77'55' 43nW L3 N90'OO'OOnW 29.08'
C5 S70'27'47nW SHEET 2 OF 3
CERllRCA liON: I HEREBY CERllFY TO lHE BEST OF MY KNO\\lEDGE AND BELIEF lHA T
lHE tIGAL OESCRIPllON AND SKETCH SHOWN HEREON SUBSTANllALL Y MEETS lHE
MINIMUM TECHNICAL STANDARDS FOR LAND SUR\{yJNG DESCRIBED IN lHE STATE OF
FLORIDA RUtI 61G17, F.A.C. FURlHEIUlORE, lHlS CER11flCAllON SHALL NOT EXTEND TO
ANY OlHER PERSONS OR PARllES OlHER lHAN lHOSE NAMED HEREOO AND SHALL NOT
BE VAUO AND BINDING AGAINST lHE UNDERSIGNED SUR~ W11HOUT 1HE alIGlNAI.
RAISED SEAL AND SIGNAtuRE OF lHE FLORIDA UCENSED SUR~ At<<l1lAPPER.
DATE SURVEYED: N A
DATE DRAWN: 1-31-2005
X REFERENCE: 050079
GEORGE A. SHlJIP n
AND ASSOCIATES, INCORPORATED
LAND SURVEYORS LAND PLANNERS
3301 BeSOm BOUlKY.UUJ, SUlrl B
PAllI mRJJOR, I'tOHlIM .31883
PHOHI (727) 781-5198 I'D (727) 788-1258
GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SUR\{y()R No. 2512 LB 1834
EXHIBIT "A" TO LAND EXCHANGE AGREEMENT
Page 2 of 3
7 & 8 29 15 P1NfilAS
SEC110N . . . . . . . TOWNSHIP . . . . . . SOUTH. RANGE . . . . . . EAST. . . . . . . . . . . . . . . . . COUNTY. FLORIDA
LEGAL DESCRIPTION and SKETCH
THIS IS NOT A SURVEY
ABBREVIATIONS
A = ARC lENGTH
A/C = AIR CONDI1lONER
AF = ALUMINUM FENCE
ALUM = ALUMINUM
ASPH = ASPHALT
BFE = BASE FLOOD ELEVATION
BLOG = BUILDING
8LK = BLOCK
8M = BENCH MARK
BNDY = BOUNDARY
BRG = BEARING
B\\f = BARBED \\IRE FENCE
C = CALCULATED
C8= CHORD BEARING
CBS = CONCRETE 8l0a< STRUClURE
CHD = CHORD
a. = CENTERUNE
Clf = CHAIN UNK FENCE
a.OS = a.OSURE
COL = COLUMN
CONC = CONCRETE
CR = COUNTY ROAD
CIS = CONCRETE SLAB
COR = CORNER
COV = CO\EREll AREA
o = DEED
DOT = DEPARTMENT OF TRANSPORTATION
ORNG = DRAINAGE
D/W = DRIVEWAY
El OR ELEV = ELEVATION
EOI' = EDGE Of PAVEMENT
EOW = EDGE Of WATER
ESM'T = EASEMENT
FCt.t = FOUND CONCRETE MONUMENT
FES = flARED END SECTION
AP = FOUND IRON PIPE
AR = FOUND IRON ROD
Fl = flOW UNE
FlD = AELD
FND = FOUND
FOP = FOUND OPEN PIPE
FPC = flORIDA poe CORP.
FPP = FOOND PINCHED PIPE
FRM = FRAME
FZL = flOOD ZONE I.H:
GAR = GARAGE
G/E = (lASS ENa.OSURE
H\\f = HOG \\IRE FENCE
H'Itt = HIGH WATER UNE
INV = INVERT
L8 = LAND SUR'<{)1NG BUSINESS
LFE = LO\l:ST Floal ELEV
UiSM = LO\l:ST HlRZONTAL SUPPalTING MEMBER
LS = LAND SURIJEYal
M = MEASURED
MAS = MASONRY
MES = MITERED END SEC1ION
MH = MANHOLE
MH'Itt = MEAN HIGl WATER LINE
MSL = MEAN SEA lNL
Ncldl = NAIL AND BOrn CNl
N&O = NAIL AND DISK
N&T = NAIL AND TAB
NGW = NATIONAL GEOOETIC \ffillCAL DATUM
NO = NUMBER
0/ A = OVERALL
OHW = OVERHEAD VlIRE(S)
OR = OFACAL RECORDS
o IS = OFFSET
P = PLAT
PB = PLAT BOOK
PC .. POINT OF CURVE
PCC = paNT Of C(Ul()\JNO CURVE
PCP = PERMANENT CONlRa. paNT
PG = PAGE
PK = P AAKER KALON
PL = PROPERTY UNE
P08 = POINT OF BEQIfING
POC = POINT OF COOlENCEUENT
POL = POINT ON UNE
PP = PO\I:R POLE
PRC .. POINT OF REVERSE CURVAtuRE
PRM .. PERMANENT REFERENCE 1l000IlENT
PROP .. PROPERTY
PSM = PROFESSIONAL SURVEYOR & MAPPER
PT = POINT Of TANGENCY
PIAl'T = PAVEMENT
RAD = RADIUS
R = RECORD
REF = REFERENCE
RES = RESIDENCE
RL = RADIAL UNE
RLS = REGISTERED LAND SURVEYOR
RND = ROUND
RNG = RANGE
RRS = RAIL ROAD SPIKE
R/W = RIGHT-Of-WAY
SCM = SET CONCRETE MONUMENT
S /E .. SCREENED ENQOSURE
SEC = SECTION
SET N&O = SET NAIL AND DISK RLS, 2512
SIR .. SET 1/2" IRON ROD RLS, 2512
SQ = SQUARE
SRF = SPUT RAIL FENCE
SR = STATE ROAD
STY = STORY
SUB = SUBDIVISION
s/w = SIDEWALK
18 .. 'r BAR
IBM = TEMPORARY BENCH MARK
TC = TOP OF CURB
TOIl = TOP OF BANK
TOS = TOE Of SLOPE
TRANS = TRANSFORIlER
T\\P = TOv.tlSHIP
TYP = TYPICAL
UG = UNDERGROUND
UTIL = UTIUTY
\\I) .. WOOD
\\f = WOOD FENCE
\\IF .. \\ROUGHT IRON FENCE
\\IT = VlIlNESS
\\flF .. \\IRE FENCE
WV = WATER VALVE
*** ABBREVIATIONS MAY ALSO BE CONCA TENA TED AS REQUIRED.
*** OTHER. COMMONLY RECOGNIZED AND/OR ACCEPTED ABBREVIATIONS ARE ALSO UTlUZED BUT NOT SPECIFIED HEREON.
SHEET 3 OF 3
DATE SURVEYED: N/A
DATE DRAWN: 1-31-2005
X REFERENCE: 050079
- GEORGE A. SH/JIP n
f . 'AND ASSOCIATES, INCORPORATED
\. ~ LAND SURVEYORS LAND PLANNERS
... 33tJl D,SOTO BOUlKYARIJ, SUITS D
PAlJI HAH/JOII, ,tOHlDA 3-1883
PHOHS (727) 78-1-6-198'0 (727) 788-1268
CERTIACATION: I HEREBY CERTIFY TO 1HE BEST OF MY KNO\\lEDGE AND 8ELEF lHAT
1HE LEGAL DESCRIPTION AND SKETCH SHO~ HEREON SUBSTANTIALLY MEETS 1HE
MINIMUU TECHNICAL STANDARDS FOR LAND SUR\{YING DESCRIBED IN 1HE STATE Of
flORIDA RULE 61G17, F.A.C. FUR1HERt.lORE, 1HIS CER1IF1CATION SHALL NOT EXTOO TO
ANY 01HER PERSONS OR PARTIES 01HER 1HAN THOSE NAMED HEREON AND SHALl NOT
BE VAUD AND BINDING AGAINST 1HE UNDERSIGNED SUR~ W11HOUT 1HE alIGIW.
RAISED SEAL AND SIGNATURE Of 1HE FllRDA UCENSED SUR~ AtIlllAPPER.
JOB NUMBER: 050088
DRAWING FILE: 05OO88B.DWG
LAST REVISION: N/A
GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SURVEYOR No. 2512
LB 1834
EXHIBIT "A" TO LAND EXCHANGE AGREEMENT
Page 3 of 3
PARCEL 2
CITY PARK SUBDIVISION
P.B. 23 PC. 37
GU.FV1EW SLID.
CEN TERLlNE
rYP~A/- ----
fGil COLUMBIA SiJ8D1t//siOl..( ~
P.B. 2J- PC. 60 I ~~'-, ~ ~ ..., I
Bt8c/ A 1.0' R/W-';'; ~
,-'., T 161:~r.
. P.C.40.9 ,
I 44 I 45 I 46 I 47 I 90 I 91 I 92 I Z ~..,. I
L LLOYD-'M-IIT'Et-SKINNER_$UBDlr' SIOtY ~ J
P.B. ~3 PPJ 12/13 1
I '1-1 I -L .I. 1J 93 I'
I 1ST A~ L-l ~-5
6O'JVW BY ftA T POINT OF ,
i r' '-', ~~N~~ I
~ ' I" >>0> ;." 951 ,. 1 97 i
9 ! i- , -, -J. -l . ~ ,'-,' I i.
II ~ L _ 52 ~ _ 98 j.. w.~
," - - ~
I LLOYD-WHITE-SKINNDf SUBDIVISION' g/~
I 53 P.B. 13 E' 12_1/9 8~
i - -" - I - '00 --I f
J ~ -,,- {~'o'~1 !~
I' I - ~ - ~ -,:: _I Ii
r - --f- - -I r
CURVE
C - 1
C - 2
1. BEARINGS ARE BASED ON THE EASTERLY RIGHT -OF-WAY LINE OF GULFVlEW BOULEVARD
BEARING: S05'32'30" W (ASSUMED).
2. THERE MAY BE ADDITIONAL EASEMENTS. RESTRICTIONS. AND/OR MATTERS NOT SHOWN ON
THIS SURVEY WHICH MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNlY.
3. THIS SKETCH AND LEGAL DESCRIPTION lS....llilI VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
4. THIS IS NOT A BOUNDARY SURVEY.
PARCEL 'c'
100 CORONADO DRIVE
CLEARWATER
1 SKETCH AND LEGAL
DESCRIPTION
4063
4063DWG
1'- 100'
C8A
8-12-04
C8A
N/A
N/A
N/A
( PROJECT NO.
DRAWlNGI
) SCALE
\SUNCOAST LAND SURVEYING, INC. DRAWN
} 111 FOREST LAKES BOULEVARD ~/OC
~ OLDSMAR, FLORIDA 34677 Ran CREW
LB 4513 OCXIDNlY - T<l'CX1W'OC - ~ STAKEOOT BK. / PG.
PH: (813) 85H342 FAX: (813) 855-6890 SURVEY DATE
'r
GRAPHIC SCALE
h.-~
( IX FEET )
Ilncb-60ft..
T
LINE TABLE
LINE LENGTH BEARING
L-l 18.00' N84'27'30"W
L-2 135.05' N05'32'30"E
L-3 2.63' S05'32'30"W
L-4 110.54' S05'32'30"W
L-5 1.00' N84'27'30"W
CURVE TABLE
RADIUS ARC CHORD
40.00' 5.24' 5.23'
28.66' 35.53' 33.30'
CHD. BEARING
N01'47'28"[
S29'58'20"E
SHEET 5 OF 8
1 I 1113/04 ~ - awa: :H> AVE TO 1ST AVE ctf=
i 00. DAlE relCfF11Ol<
1 SURVEYOR'S CERTlRCA lE
I HEREBY CERTIFY 1l-iA T 1l-iE SKETCH AND LEGAL DESCRIPTION
DEPICTED HEREON WAS PREPARED UNDER MY RESPONSIBLE
CHARGE ON 1l-iE DA TE(S) SHOWN, AND MEETS 1l-iE MINIMUM
TECHNICAL STANDARDS SET FOR1l-i BY 1l-iE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA
ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027.' FLORIDA
STA ruTES.
BY
(SEAL)
CUR1lS N. FRIED
PROFESSIONAL LAND SURVEYOR NO. 4537
DATE
EXHIBIT "B" TO LAND EXCHANGE AGREEMENT
Page 1 of 4
7 29 15 PINELlAS
SECTION . . . . . . , TOWNSHIP . . . . . . SOUTH, RANGE . . . . . . EAST, . . . . . . . . . . . . . . . . COUNTY, FLORIDA
LEGAL DESCRIPTION and SKETCH
THIS IS NOT A SURVEY
LEGAL DESCRIPTION
A PARCEL OF LAND BEING A PART OF GULF VIEW BOULEVARD, AS DEPICTED ON THE PLAT OF COLUMBIA
SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 60, OF THE
PUBUC RECORDS OF PINBlAS COUNTY, FLORIDA, AND AlSO DEPICTED ON THE PLAT OF
LLOYD-WHIlE-SKINNER SUBDIVISION, ACCORDING TO PLAT THEREOF, AS RECORDED IN PLAT BOOK 13,
PAGES 12 AND 13, OF THE PUBUC RECORDS OF PINELlAS COUNTY, FLORIDA, All LYING IN THE EAST
1/2 OF SECTION 7, TO~SHIP 29 SOUTH, RANGE 15 EAST, P1NELlAS COUNTY, FLORIDA, BEING MORE
PARTICUlARLY DESCRIBED AS FOllOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT 44, OF SAID LLOYD-WHIlE-SKINNER SUBDIVISION;
THENCE N.90'OO'OO-W. ALONG THE EAST-YtEST CENTERUNE OF AFORESAID SECTION 7, A DISTANCE OF
16.98 FEET TO THE POINT OF BEGINNING; THENCE S.05'29'40-W., A DISTANCE OF 18.97 FEET; THENCE
N.84'30'20-W., A DISTANCE OF 6.00 FEET; THENCE N.05'29'40-E., A DISTANCE OF 0.58 FEET; THENCE
N.41'28'18-W., A DISTANCE OF 16.55 FEET; THENCE N.05'32'35-E. ALONG THE CENTERUNE OF AFORESAID
GULF VIEW BOULEVARD, A DISTANCE OF 25.28 FEET; THENCE S.41'OO'13-E., A DISTANCE OF 24.92 FEET;
THENCE S.05'29' 4O-W., A DISTANCE OF 1.03 FEET TO THE POINT OF BEGINNING.
CONTAINING 441.75 SQUARE FEET OR 0.0101 ACRES, MORE OR LESS.
PREPARED FOR
K & P CLEARWATER ESTAlES, LlC
SHEET 1 OF 3
GEORGE A. SHIMP III, PROFESSIONAL SURVEYOR & MAPPER No. 6137
JOB NUMBER: 050088 DAlE SURVEYED: N7A
DRAWING FILE: 050088.DWG DAlE DRAWN: 1-28-2005
LAST REVISION: N/A X REFERENCE: 050079
- GEORGE A. SH1JlP n
f 'AND ASSOCIATES, INCORPORATED
\ J LAND SURVEYORS LAND PLANNERS
... 33(JI J)eS01'O BOUUYAHIJ, SUl1'l' J)
PAOIII.U/JJOR, '~ORlJ)A 31B83
LB 1834 POOHi' (121) 181-519B'0 (121) 18B-125B
CERTlACA TlON: I HEREBY. CERTIFY TO llIE BEST OF MY KNOYltEIlII: AND IIElJEF llIA T
llIE LEGAL DESCRIPTION AND SKETCH SHOYtt-l HEREON SUBSTANTIAllY MEETS lHE
MINIMUM TECHNICAL STANDARDS FOR LAND SUR~NG DESCRIBED IN llIE STATE OF
FLORIDA RULE 61G17, F.A.C. FURlHERMORE, 1lI1S CERTlACATlON SHAll NOT EX1END TO
ANY OlllER PERSONS OR. PARTIES OlllER llIAN llIOSE NAMED HEREON AND SHAll NOT
BE VAUD AND BINDING AGAINST llIE UNDERSIGNED SUR'v{YOR W1ll1OUT llIE ORIGINAl.
RAISED SEAL AND SIGNA lURE OF llIE FLORIDA UCENSED SURVEYOR AND MAPPER.
7 29 15 PINEUAS
SECTION . . . . . . , TOWNSHIP . . . . . . SOUTH, RANGE . . . . . . EAST, . . . . . . . . . . . . . . . . COUNTY, FLORIDA
LEGAL DESCRIPTION and SKETCH
THIS IS NOT A SURVEY
N. R/W Of GUlF D BOUlEVARD
_MAlE ~ HI< IT~~ OOASTALH-_H
OF GULF VIEW BOUlEVARD '1' I CONS1RUCTlON CON1ROl UNE
(SCAlED FROM TAX MAP) I (SCALED FROM TAX MAP)
I
I
I
I
I
I
I
I
I
,
I
I
1
I
I
'nnnnR
Duuuu
o 30
GRAPHIC SCALE
1 inch = 30 ft.
I
GULF VIEW BOULEVARD
r-uRiw: (P.B.t.Pc.-~
, I
1 :
, I
1 I
f
/ : Il,<<)'jj' ~
-;'--L I i.lL. (Q)~~ ~
I" ~'2'C,
::!i ~ . N.W. CORNER :
~ j;- LJ J I tHO'" ~
~ 'C"-/ 0 1
iSli ! I ~~ ~ ~~
CD ' ,.,..,- G I' l.O I l.O
1- ~ --1..-
l5 ;I ~ : ~ I.~
s:' " ....
~/-$ ~ ~:I~
5,::2 . ~ ~
"J ~ ..:sr!.;;, L
.. I--
DATE SURVEYED: N A
DATE DRAWN: 1-28-2005
X REFERENCE: 050079
GEORGE A. SImIP n
AND ASSOCIATES, INCORPORATED
LAND SURVEYORS LAND PLANNERS
3301 0,S01'O BOUlKYABIJ, SUDK 0
PDJI HAHJJOH, ,tOIVO.J 3-1883
POORS (727) 78-1-5-198'U (727) 788-1258
E~W Cl OF SECTION 7-29-15 "'
-H_Hi--1
LINE DATA
LINE BEARING DISTANCE
L1 N90'00'00.W 16.98'
L2 S05'29'4Q.W 18.97'
L3 N84'30'20.W 6.00'
L4 N05'29'40.E 0.58'
L5 N41'28'18.W 16.55'
L6 N05'32'35.E 25.28'
L7 S41'00'13.E 24.92'
L8 S05'29' 4Q.W 1.03'
SHEET 2 OF 3
h
II
:~
1 ~
.b
IE
I
CERTlACATlON: I HEREBY CERTIFY TO ll-IE BEST OF MY KNmuDGE AND BELIEF ll-IAT
ll-IE LEGAL DESCRIPTION AND SKETCH SHOWN HEREON SUBSTANTIAllY llEETS THE
IIINIMUM lECHNICAl STANDARDS FOR LAND SURVE'IING DESCRIBED IN THE STAlE OF
flORIDA RULE 61G17, F.A.C. FURll-IERUORE, ll-IIS CERTlACATlON SHAll NOT EX100 TO
ANY Oll-lER PERSONS OR PARTIES OTHER ll-IAN THOSE NAMED HEREON AND SHAll NOT
BE VAUD AND BINDING AGAINST THE UNDERSIGNED SUR\{yQR ~THOUT THE ORIGINAL
RAISED SEAl AND SIGNATURE OF THE flORIDA UCENSED SUR\{yQR AND IIAPPER.
GEORGE A. SHIMP III, PROFESSIONAL SURVEYOR '" MAPPER No. 6137
LB 1834
7 29 15 PINELLAS
SECTION . . . . . . , TOWNSHIP . . . . . . SOUTH, RANGE . . . . . . EAST, . . . . . . . . . . . . . . . . COUNTY, FLORIDA
LEGAL DESCRIPTION and SKETCH
THIS IS NOT A SURVEY
ABBREVIATIONS
A : ARC lENGlH
AIC : AIR CONDITIONER
AF : AlUMINUM FENCE
AlUM : ALUMINUM
ASPH : ASPHALT
BFE : BASE FLOOD ElEVATION
BlOG : BUILDING
BLK : BLOCK
BM : BENCH MARK
BNDY : BOUNDARY
BRG : BEARING
BVtf : BARBID WIRE FENCE
C : CALCULA lED
CB : CHORD BEARING
CBS : CONCRETE BLOCK STRUClURE
CHD : CHORD
CL : CENlERUNE
CI.f : CHAIN UNK FENCE
CLOS = CLOSURE
COL : COlUMN
CONC : CONCRETE
CR : COUNTY ROAD
CIS: CONCRETE SLAB
COR : CORNER
COY = CO\orRID AREA
o = DEED
DOT = DEPARTMENT OF TRANSPORT A lION
DRNG = DRAINAGE
D/W = DRIVEWAY
a OR ElEV = ELEVATION
EOP : IDGE OF PAVEMENT
EOW: IDGE OF WAlER
ESI.t'T : EASEMENT
FCM : FOUND CONCRETE MONUMENT
FES : FLARID END SECTION
FlP : FOUND IRON PIPE
FIR: FOUND IRON ROD
FL : FLOW UNE
FlD : FIELD
FND = FOUND
FOP = FOUND OPEN PIPE
FPC : FLORIDA POv.ER CORP.
FPP = FOlINO PINCHED PIPE
FRIl : FRAME
FZ1. = FLOOO ZONE UNE
GAR = GARAGE
G/E = (lASS EN<lostH:
Hrf' : HOG WIRE FENCE
Hit. : HIGH WATER UNE
INV = INI,ffiT
La : lAND SUR\{)1NG IItSNESS
LFE : LO\\EST FLOffi EI..EV
LHSM = LO\\EST HalIZONTAI. SUPPORTING MEMBER
LS = lAND SURVEYOO
M = MEASURID
MAS = MASONRY
MES : MITERID END SECTION
MH = MANHOLE
MHWI.. : MEAN HIGH WATERLINE
MSL : MEAN SEA l.E\{l
N&B : NAIL AND BOmr CM'
Ncldl = NAIL AND DISK
N&T : NAIL AND TAB
NGW = NATIONAL GEODETIC I,ffiTICAI. DAlUM
NO : NUMBER
01 A = OI,ffiAlL
OOW : O\fRHEAD WRE(S)
OR = <JF1aAl. RECORDS
0/5 : <mET
P : PLAT
P8 : fILA T BOO<
PC = paNT OF aJRVE
PCC : PaNT OF CQlPOONO CURVE
PCP : PERIlNOT CONTRa.. P<lNT
PC : PAGE
PI< = PARKER KAl.ON
PL.: PROPERTY UNE
POll = POINT OF BEQNNNG
POC = POINT OF <nIIENCDIENT
POL = POINT ON ~E
PP : PO\\ER POLE
PRC = paNT OF RE'6SE CURVAlURE
PRM = PERMANENT REFERENCE MONUMENT
PROP : PROPERTY
PSM : PROFESSIONAL SURVEYOR & MAPPER
PT : POINT OF TANGENCY
PVl,n = PAVEMENT
RAD = RADIUS
R : RECORD
REF : REFERENCE
RES = RESIDENCE
RL : RADIAL UNE
RLS : REGlSTERID LAND SURVEYOR
RND = ROUND
RNG = RANGE
RRS : RAIL ROAD SPIKE
R/W : RIGHT-OF-WAY
SCM : SET CONCRETE MONUMENT
S/E = SCREENID ENCLOSURE
SEC : SECTION
SET Ncldl = SET NAIL AND DISK RLSI 2512
SIR : SET 112" IRON ROO RLS' 2512
so = SQUARE
SRF = SPUT RAIL FENCE
SR = STAlE ROAD
STY : STORY
SUB : SUBDIVISION
SIW : SIDEWAlK
18 = 'r BAR
IBM = TEMPORARY BENCH MARK
TC : TOP OF CURB
TOIl : TOP OF BANK
TOO = TOE OF SLOPE
TRANS : TRANSFORMER
TVtP : TOVttlSHIP
TYP : TYPICAL
UG : UNDERGROUND
UTIL : UTIUTY
\\0 : WOOO
\\f : WOOD FENCE
WlF = ~OUGHT IRON FENCE
WIT : WTNESS
~F = WIRE FENCE
WV : WATER VALVE
*** ABBREVlA 1l0NS MAY ALSO BE CONCA TEN A TED AS REQUIRED.
*** OTHER COMMONLY RECOGNIZED AND lOR ACCEPTED ABBREVlA 1l0NS ARE ALSO UllUZED BUT NOT SPECIFIED HEREON.
SHEET 3 OF 3
JOB NUMBER: 050088 DATE SURVEYED:N/A
DRAWING F1LE: 050088.DWG DATE DRAWN: 1-28-2005
LAST REVISION: N/A X REFERENCE: 050079
... - GEORGE A. SHIJIP n
r '\ AND ASSOCIATES, INCORPORATED
\. ~ LAND SURVEYORS LAND PLANNERS
.. 3301 .DeS07'O BOUUYARIJ, SUO'S .D
PAU HARBOR, /'~ORlIM 34683
LB 1834 POOKS (727) 784-5496/'0 (727) 786-1256
CERTIFICATION: I HEREBY CERTIFY TO lHE BEST OF MY ~ AND BElJEF lHAT
lHE LEGAL DESCRIPTION AND SKETCH SHOW HEREON SUBSTANlW.LY IIEETS lIE
MINIMUM lECHNICAL STANDARDS FOR LAND SUR't{YING DEDIIIED IN 1HE STAlE (F
FLORIDA RULE 81G17, F.A.C. FURlHERIlORE, THIS CERTIFICATION SHAI1 NOT EX1END TO
ANY OlHER PERSONS OR PARTIES OlHER lHAN lHOSE NAIlED HEREON AND SHAI1 NOT
BE VAUD AND BINDING AGAINST lHE UNIIERSlGNED SUR~ W1lHOl1T 1HE ORIGINAl.
RAISED SEAL AND SIGNA lURE OF lHE FlallDA UCENSED SUR~ AND MAPPER.
GEORGE A. SHIMP III, PROFESSIONAL SURVEYOR & MAPPER No. 6137