TERMINATION AND RELEASE OF DEVELOPMENT AGREEMENT AS AMENDEDResolution No. 16 -05
Exhibit C
TERMINATION AND RELEASE OF DEVELOPMENT AGREEMENT AS AMENDED
THIS TERMINATION AND RELEASE OF DEVELOPMENT AGREEMENT AS
AMENDED (the "Termination ") is made on the3i' day of 41.4.402. 2016, by
Clearwater Christian College Private School, Inc., a Florida non - profit corporation, its successors
and assigns (collectively the "Developer" or "Owner "), whose address is 3400 Gulf to Bay
Boulevard, Clearwater, Florida 33759, and the CITY OF CLEARWATER, a municipal
corporation (the "City "), whose address is 112 S. Osceola Avenue, Clearwater, Florida 33756.
RECITALS
WHEREAS, as an apparent condition to approval for the development of the real
property described in Exhibit 1 attached hereto (the "Property "), the Owner and City entered into
that certain Development Agreement, dated August 12, 2010, recorded in O.R. Book 17005,
Page 630, Public Records of Pinellas County, Florida, which was amended by the First
Amendment to Development Agreement, dated October 27, 2010, recorded in O.R. Book 17078,
Page 179, Public Records of Pinellas County, Florida, (collectively "the Agreement "); and
WHEREAS, the Agreement runs with the land, and is binding on successive owners; and
WHEREAS, the City and Clearwater Christian mutually agree to a termination of the
Agreement, pursuant to section 163.3237, Florida Statutes; and
WHEREAS, the City Council held a public hearing on 6:1241.- a l , 2016, and
thereby passed Resolution 16 -05 consenting to the termination and release of the Agreement,
contingent upon the City's purchase of a portion of the Clearwater Christian property, as
described in Exhibit D of Resolution 16 -05;
NOW, THEREFORE, in consideration of the recitals set forth above, which are
incorporated herein by this reference, Ten Dollars ($10.00) in hand paid, and for other good and
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the City
terminates the Agreement and hereby releases the Property described in Exhibit "1" from all
terms, conditions, agreements and covenants contained in the Agreement, including, without
limitation, the restrictions on the development of the Property as contained in Paragraph 6.1.3 of
the Agreement, contingent upon the City's purchase of a portion of the Property. The City
hereby affirms and agrees that: (a) no provision, term, covenant or condition in said Agreement,
as amended, shall remain in effect after the date of acquisition by the City of a portion of the
Property described in Exhibit D of Resolution 16 -05; and (b) the City claims no right, title or
interest in said Property or the improvements located thereon, pursuant to the Agreement, except
for any portion of the Property acquired as contemplated hereunder and described in Exhibit D of
Resolution 16 -05. This Release is executed in favor of the Owner and may be relied on by the
Owner and any successor to the Owner in title to the Property.
THIS RELEASE has been executed as of the above - written date by the Owner and the
City.
Resolution No. 16 -05
Exhibit C
(SIGNATURE PAGE TO TERMINATION AND RELEASE OF DEVELOPMENT
AGREEMENT, AS AMENDED)
IN WITNESS WHEREOF, OWNER has executed this Agreement on the day and year
bove written.
esses:
i''rinted Name:
?(.44
STATE OF FLO IDA
COUNTY OF Vi (1-e_11 S
OWNER:
CLEARWATER CHRISTIAN
COLLEGE PRIVATE SCHOOL,
INC., a Florida non -profit
corporation
By:
Printed Name:
0 A`AV`'
CO CAA t ( Y■
Title: %YZi"f.v'j kA DQS wl- t L7
The for going instrument w s acknowledged before me on It fI 1 0 1 2016, by
13titr1 5. rmits snfernrt 11- 6 of CLEARWATER CHRISTIAN COLLEGE
PRIVATE SCHOOL, INC., a Florida non -profit corporation, on behalf of such entity. Such
person is personally known to me OR has produced a valid driver's license as identification.
i1
NOTARY`PUBLIC — STATE OF FLORIDA
My Commission Expires:
' LYNN F. SMITH
0 MY COMMISSION # 1F965456
w EXPIRES: February 28, 2020
Resolution No. 16 -05
Exhibit C
(SIGNATURE PAGE TO TERMINATION AND RELEASE OF DEVELOPMENT
AGREEMENT, AS AMENDED)
Countersigned:
6(eorle/\ct Q\t Ica)
George N. retekos
Mayor
A
roved as t.rm:
CITY OF CLEARWATER, FLORIDA
By: W..ZJt Lwv , !J .1 �1L
William B. Horne II
City Manager
Attest:
Cami • • • "1-p(' ''os -marie Call
Assistant City Attorney City Clerk
STATE OF FLORIDA
COUNTY OF PINELLAS
The foregoing instrument was acknowledged before me this J6/ day of
(We__ 6, by GEORGE N. CRETEKOS, as Mayor of the City of Clearwater,
Fl rida, who is [ personally known to me or has [ ] produced
as identification.
My Commission Expire
STATE OF FLORIDA
COUNTY OF PINELLAS
The foregoing instrument was acknowledged before me this�� day of
U C- , 2016, by WILLIAM B. HORNE, II, as City Manager of the City of
Clearwater, Florida, who is [v]'personally known to me or who has [ ] produced
as identification.
Notary Public State of Ronda
Patricia A Kuligowski
My Commission FF 044268
M1 crr Expires 10/20/2017
Notary Public
My Commission Expires:
1IJ►I2� ZO
EXHIBIT 1
Legal Description
SHORE BOULEVARD
m
m
LEGEND /ABBREWA71ONS
LB = LICENSED BUSINESS
R/W = RIGHT OF WAY
PG/P = PAGE
ORB = OFFICIAL RECORDS BOOK
EASTER
TRACT PER
ORB 16135, PG 2664
C1 -
Master Plan Area
SKETCH AND LEGAL
DESCRIPTION
NORTH
0 200 400
GRAPHIC SCALE
THIS SPACE RESERVED FOR
RECORDING INFORMATION
THE NORTH 1/2 OF THE NE 1/4
SEC 16, TWP 29 5, RGE 16 E
C2 -
R/W
RAD: 25.00'
ARC: 39.24'
C3 ' CH: 35.34'
CHB: N19'53'43 "E p,0
DELTA: 89'56'13" 35' c,a
GOVT LOT 3
RAD: 5475.83'
ARC: 150.00'
CH: 150.00'
CHB: N83'22'38 "E
DELTA: 01'34'10"
C4
EASTERLY PROJECTION
OF THE NORTHERLY LINE
OF GOVT LOT 4
RAD: 25.00'
ARC: 37.46'
CH: 34.05'
CHB: 568'13'01 "E
DELTA: 85'51'05"
RAD: 5525.83'
ARC: 151.37' -
CH: 151.36'
CHB: 583'22'38 "W
DELTA: 01'3410"
r
C2
C3
GOVT LOT 4
C4
EAST LINE OF
16- T29S -R16
S89'30'50 'E 524.51'
M U
J
10
NI I__
L2
o iu n 11111
C1
582'35'34"W
STATE ROAD 60
GULF -TO -BAY BCAUSE'
COURTNEY CAMPBELL
DAVIS CAUSEWAY
.46'
4) O
a
ACO w
OLD
TAMPA BAY
POINT OF BEGINNING
FOR GEOMETRY LINE TABLES AND NOTES, SEE SHEET 2 OF 3
FOR LEGAL DESCRIPTION, SIGNATURE AND SEAL, SEE SHEET 3 OF 3
DEEP WATER
LB /2232 /7565
WADE TRIM
A WADE TRIM COMPANY — CIVIL ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117 ZZZ229009h1
Phone: 386- 274 -1600 Fox: 386 - 274 -1602 DEV AREA 28.55.DWG
SKETCH & DESCRIPTION
DATE: OCTOBER 5, 2010
SHEET 1 OF 3
1" = 400'
EXHIBIT 1
Legal Description
SKETCH AND LEGAL DESCRIPTION
LINE TABLE
LINE
LENGTH
BEARING
L1
50.00
N05•50•16'W
L2
75.89
N82•35'34•E
L3
17.60
N18•25'35'E
L4
11.75
N66•10'369W
L5
36.90
N07•24'44•E
L6
34.57
N27•46'29•E
L7
26.14
N22•06'03•E
L8
21.03
S85•27'49'E
L9
47.05
N00•22'32'W
L10
10.17
N76•03'09'W
L11
49.43
N09'14'S0'W
L12
49.13
N21•51'04•W
L13
15.55
N61•45'369W
L14
36.76
N39•48'21'W
L15
38.04
NO3•51'29'E
L16
39.77
N01•01'26•W
L17
22.62
N39•14'16'W
L18
6.68
NO2'01'50'E
L19
21.83
N48•07'04'E
L20
23.22
N23•43'08•W
L21
17.15
N60•13'20'E
L22
10.05
N06•42'31•E
L23
13.11
N41•29'06'W
L24
25.74
N45•22'31'E
L25
23.82
N63•18'48•E
L26
49.94
N53•55'07'E
L27
56.85
N00•16'34'W
L28
180.68
N89•43'26•E
L29
107.99
N00'16'34'W
L30
17.99
N89•43•26'E
L31
68.66
N00•56'49'W
L32
71.74
N14•00'29"W
L33
31.35
N14•13•49'W
L34
148.53
N25•04'24'W
L35
47.65
N64•51'49'E
L36
61.06
N55'02'03'E
L37
52.20
N61•14'38•E
L38
37.84
N63'49'28'E
L39
92.52
N70•22'20•E
THIS SPACE RESERVED FOR
RECORDING INFORMATION
L40
104.72
N68•51'27•E
L41
63.57
S25•17'28'E
L42
40.81
N36'18'39•E
L43
19.77
N29'55'15•E
L44
18.51
N66'58'31•E
L45
27.81
S85•43'35•E
L46
24.66
N71•55'13'E
L47
30.63
N52•06'00'E
L48
204.74
S89'49'20•E
L49
9.09
N62•13'50'E
L50
26.32
N21•46'43•E
L51
28.03
N34•38•33'W
L52
36.60
N40•45'36'W
L53
47.45
S85•40'57'W
L54
17.54
N42'47'16'W
L55
11.80
N21'20'23'E
L56
23.76
N89'08'03•E
L57
9.50
N47•26'36•E
L58
27.47
N06•22'13•E
L59
22.62
N78'25'27'E
L60
14.18
N46•51'13'E
L61
20.43
S49•55•47•E
L62
25.83
S23'46•33•E
L63
56.43
N71•05'46•E
L64
9.36
S38'52'30'E
L65
24.28
S67•05'16•E
L66
24.29
N33'07'17'E
L67
28.70
S69•05'02•E
L68
30.96
S24•08'40•E
L69
8.64
S20•16'44•E
L70
11.51
S87'50'35'W
L71
19.46
S26•48'43'W
L72
19.13
S23•25'49'W
L73
24.18
S11'23'43•E
L74
17.83
N49•11'46'E
L75
34.97
N82•59'36'E
SURVEYOR'S NOTES:
1. BASIS OF BEARINGS: ASSUMED, WITH THE NORTHERLY LINE OF STATE ROAD 60, AS SHOWN, BEING S8735'34 "W.
2 11WRE MAY BE EASEMENTS AND OTHER ITEMS OF RECORD NOT SHOWN HEREON (NO TITLE WORK FURNISHED).
3. TRAS IS A GRAPHIC ILLUSTRATION FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT INTENDED TO DEPICT A
FIELD SURVEY.
4. INS IS NOT A BOUNDARY SURVEY.
LB 0232 j7565
WADE TRIM
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Doytona Beach, FL 32117 ZZZ2290091A
Phone: 386- 274 -1600 Fax: 386- 274 -1602 DEV AREA 28.55.DWG
SKETCH & DESCRIPTION
DATE: OCTOBER 5, 2010
SHEET 2 OF 3
KJK
EXHIBIT 1
Legal Description
SKETCH AND LEGAL DESCRIPTION
LEGAL OESCRIPTION
THIS SPACE RESERVED FOR
RECORDING INFORMATION
A PARCEL OF LANG LOCATED WITHIN GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND GOVERNMENT LOTS
3 AND 4. SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST, AND THE NORTH OF THE NORTHEAST 14 OF SAID SECTION 16,
PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE
SOUTHEASTERLY MOST CORNER OF THE CLEARWATER CHRISTIAN COLLEGE CAMPUS LANDS, WITH THE NORTHERLY RIGHT -OF -WAY LINE
OF STATE ROAD 60 (ALSO KNOWN AS GULF -TO -BAY BOULEVARD, COURTNEY CAMPBELL CAUSEWAY AND DAVIS CAUSEWAY) FOR A
POINT OF BEGINNING;
THENCE S82'35'341/I ALONG SAID NORTHERLY RIGHT -OF -WAY LINE FOR A DISTANCE OF 828.46 FEET TO A POINT OF CURVATURE;
THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 5525.83 FEET, AN ARC LENGTH OF 151.37 FEET, A CENTRAL ANGLE
OF O04'10". A CHORD BEARING OF S83'22'38'W AND A CHORD DISTANCE OF 151.36 FEET TO A NON- TANGENT UNE; THENCE
DEPARTING SAID NORTHERLY RIGHT -OF -WAY LINE NO550'1611 ALONG SAID LINE FOR A DISTANCE OF 50.00 FEET TO A NON- TANGENT
CURVE; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 5475.83 FEET, AN ARC LENGTH OF 150.00 FEET, A CENTRAL
ANGLE OF 01'34'10 ", A CHORD BEARING OF N83'22'38"E AND A CHORD DISTANCE OF 150.00 FEET TO A POINT OF TANGENCY; THENCE
N82'35341 FOR A DISTANCE OF 75.89 FEET; THENCE N18'25'35 "E FOR A DISTANCE OF 17.60 FEET; THENCE N6610'3611 FOR A
DISTANCE OF 11.75 FEET; THENCE NOT24'44'E FOR A DISTANCE OF 36.90 FEET; THENCE N27'46'29"E FOR A DISTANCE OF 34.57
FEET; THENCE N22'06'03 "E FOR A DISTANCE OF 26.14 FEET; THENCE S85'27'49"E FOR A DISTANCE OF 21.03 FEET; THENCE
N0072'32'W FOR A DISTANCE OF 47.05 FEET; THENCE N76'03'09'W FOR A DISTANCE OF 10.17 FEET; THENCE N09'14'50'W FOR A
DISTAL OF 49.43 FEET; THENCE N2151'04'W FOR A DISTANCE OF 49.13 FEET; THENCE N61'45'36"W FOR A DISTANCE OF 15.55
FEET; HENCE N39'48'21'W FOR A DISTANCE OF 36.76 FEET; THENCE NO3'51'29"E FOR A DISTANCE OF 38.04 FEET; THENCE
NO1131.26'W FOR A DISTANCE OF 39.77 FEET; THENCE N39'14'16"W FOR A DISTANCE OF 22.62 FEET; THENCE NO2'01'S01 FOR A
DISTANCE OF 6.68 FEET; THENCE N48'07'041 FOR A DISTANCE OF 21.83 FEET; THENCE N23'43'08'W FOR A DISTANCE OF 23.22 FEET;
THENCE N6013'20 "E FOR A DISTANCE OF 17.15 FEET; THENCE NO6'42'31 "E FOR A DISTANCE OF 10.05 FEET; THENCE N41'29'06'W FOR
A DISTANCE OF 13.11 FEET; THENCE N45'22'31'£ FOR A DISTANCE OF 25.74 FEET; THENCE N6318'48 "E FOR A DISTANCE OF 23.82
FEET; THENCE N5355'07'E FOR A DISTANCE OF 49.94 FEET; THENCE NOD'16'34'W FOR A DISTANCE OF 56.85 FEET; THENCE
N89'4326 "E FOR A DISTANCE OF 180.68 FEET; THENCE NO0'16'34'W FOR A DISTANCE OF 107.99 FEET; THENCE N89'43'261 FOR A
DISTAIIE OF 17.99 FEET; THENCE N00'56'49'W FOR A DISTANCE OF 68.66 FEET; THENCE N14'00'291W FOR A DISTANCE CF 71.74
FEET; THENCE N1413'49'W FOR A DISTANCE OF 31.35 FEET; THENCE N25'04'24 "W FOR A DISTANCE OF 148.53 FEET TO A POINT OF
CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.DD FEET, AN ARC LENGTH OF 39.24 FEET, A
CENTRAL ANGLE OF 89'56'13", A CHORD BEARING OF N19'53'43'E AND A CHORD DISTANCE OF 35.34 FEET TO A POINT OF TANGENCY;
THENCE N64'51'491 FOR A DISTANCE OF 47.65 FEET; THENCE N55'02'03 "E FOR A DISTANCE OF 61.06 FEET; THENCE N61'14'381 FOR
A DISTANCE OF 52.20 FEET; THENCE N63'49.381 FOR A DISTANCE OF 37.84 FEET; THENCE N70'22'201 FOR A DISTANCE OF 92.52
FEET; THENCE N68'51'27'E FOR A DISTANCE OF 104.70 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 37.46 FEET. A CENTRAL ANGLE OF 85'51'05 ", A CHORD BEARING OF
S68'15b1'E AND A CHORD DISTANCE OF 34.05 FEET TO POINT OF TANGENCY; THENCE S25'17'28'E FOR A DISTANCE OF 63.57 FEET;
THENCE N3618'39'E FOR A DISTANCE OF 40.81 FEET; THENCE N29'55'15'E FOR A DISTANCE OF 19.77 FEET; THENCE N6658'31"E FOR
A DISTANCE OF 18.51 FEET; THENCE S85'43'35'E FOR A DISTANCE OF 27.81 FEET; THENCE N7155'13'E FOR A DISTANCE OF 24.66
FEET; THENCE N52'06'00'E FOR A DISTANCE OF 30.63 FEET; THENCE S89'49'20'E FOR A DISTANCE OF 204.74 FEET; THENCE
N621.150'E FOR A DISTANCE OF 9,09 FEET; THENCE N21'46'43'E FOR A DISTANCE OF 26.32 FEET; THENCE N34'38'33"W FOR A
DISTANCE OF 28.03 FEET; THENCE N40'45'36"W FOR A DISTANCE OF 36.60 FEET; THENCE S85'40'57"W FOR A DISTANCE OF 47.45
FEET; THENCE N42'47'161/4 FOR A DISTANCE OF 17.54 FEET; THENCE N21'20'23'E FOR A DISTANCE OF 11.80 FEET; THENCE
N89'00031 FOR A DISTANCE OF 23.76 FEET; THENCE N47'26'36"E FOR A DISTANCE OF 9.50 FEET; THENCE N06'22'13"E FOR A
DISTANCE OF 27.47 FEET; THENCE N78'25'271 FOR A DISTANCE OF 22.62 FEET; THENCE N46'51'131 FOR A DISTANCE OF 14.18 FEET;
THENCE 549'55'47'E FOR A DISTANCE OF 20.43 FEET; THENCE S23'46'33'E FOR A DISTANCE OF 25.83 FEET; THENCE N71'05'46'E FOR
A DISTANCE OF 56.43 FEET; THENCE S38'52'30'E FOR A DISTANCE OF 9.36 FEET; THENCE S67'05'161 FOR A DISTANCE OF 24.28
FEET; THENCE N33'07'171 FOR A DISTANCE OF 24.29 FEET; THENCE S69'05'02"E FOR A DISTANCE OF 28.70 FEET; THENCE
S24'06.401 FOR A DISTANCE OF 30.96 FEET; THENCE S20'16'44"E FOR A DISTANCE OF 8.64 FEET; THENCE S87'50'3511 FOR A
DISTANCE OF 11.51 FEET; THENCE S26'48'43 "W FOR A DISTANCE OF 19.46 FEET; THENCE S23'25'4911 FOR A OISTANCE OF 19.13 FEET;
THENCE S11'23.431 FOR A DISTANCE OF 24.18 FEET; THENCE N4911'46'E FOR A DISTANCE OF 17.83 FEET; THENCE N82'59'36'£ FOR
A DISTANCE OF 34.97 FEET TO THE EAST LINE OF SAID SECTION 16. TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE 500'00'00'W
ALONG SAID SECTION UNE FOR A DISTANCE OF 279.89 FEET TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 4; THENCE
DEPARR4G SAID SECTION LINE S89'30'50'E ALONG THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 4 FOR
A DISTANCE OF 524.51 FEET TO THE DEEP WATER CHANNEL OF TAMPA BAY; THENCE DEPARTING SAID EASTERLY PROJECTION ALONG
SAID CHANNEL THE FOLLOWING TWO (2) COURSES; 1) THENCE S43'23'49'W FOR A DISTANCE OF 763.40 FEET; 2) THENCE S44'38'51 "W
FOR A DISTANCE OF 490.96 FEET TO THE AFOREMENTIONED POINT OF BEGINNING OF THIS DESCRIPTION.
THE ABOVE DESCRIBED PARCEL CONTAINS 28.55 ACRES, MORE OR LESS.
I HEREBY CERTIFY THAT THIS SKETCH MEETS MINIMUM
TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL LAND SURVEYORS PER CHAPTER
5J- 17.050 THRU 17.052. FLORIDA ADMINISTRATIVE CODE.
KENNETH J. KUHAR
FLORIDA PROFESSIONAL SURVEYOR /MAPPER 16105
LB 12232 /7565
WADE TRIM
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117 ZZZ229009M
Phone 386- 274 -1600 Fox: 386 -274 -1602 DEV AREA 28.55.DWG
SKETCH & DESCRIPTION
DATE: OCTOBER 5, 2010
SHEET 3 OF 3
KJK
EXHIBIT 1
Legal Description
SKETCH AND
LEGAL DESCRIPTION
NORTH
Mitigation Area
LEGEND /ABBREVIATIONS
LB = LICENSED BUSINESS
R/W = RIGHT OF WAY
PG /P = PAGE
ORB = OFFICIAL RECORDS BOOK
0 200 400
� � t
GRAPHIC SCALE
S52'41'38 "W
N89'32'51 "W /97.82'
81.65'
S52'42'01 "W CS
73.01'
YSHORE BOULEVARD
C6
NORTH LINE OF SEC 16- T29S -R16E
THIS SPACE RESERVED FOR
RECORDING INFORMATION
RAD: 418.31'
ARC: 208.37'
CH: 206.22'
CHB: 538'25'25 "W
DELTA: 28'32'27"
RAD: 268.31'
ARC: 243.90'
CH: 235.59'
CHB: S2619' 08"W
DELTA: 52'04'59"
N89'32'51 "W
2136.42'
THE NORTH 1/2 OF THE NE 1/4
SEC 16, TWP 29 S, RGE 16 E
102.50 ACRES
MORE OR LESS RAD: 25.00'
ARC: 37.46'
C4 CH: 34.05'
CHB: S68'13'01 "E
RAD: 25.00' DELTA: 85'51'05"
ARC: 39.24' L1
o'^ C3 - CH: 35.34' Ike'
�'^ RAD: 5475.83' CHB: N19'S3'43 "E O
;'t ARC: 150.00' �x C4
o n DELTA: 89'56'13" 35' CA
N C2 " CH: 150.00' - L..p
CHB: N83'22'38 "E
DELTA: 01'34'10"
RAD: 5525.83'
ARC: 151.37'
C1 CH: 151.36'
CHB: S83'22'38 "W
DELTA: 0114'10"
589'22'57 "E
344.66'
EASTER
TRACT PER
ORB 16135. PG 2664
C3
GOVT LOT 3 GOVT LOT 4
POINT OF BEGINNING
o
co
R/W
RAD: 5525.83'
ARC: 488.01'
CH: 487.85'
CHB: N86'41'32 "E
DELTA: 05'03'36"
3.0
C7
C2
w
w
10 1n
ON
a
0o 00 t0
Z
w
to
1.
0
Z
J
1-
N
w
CLEAR WA TER
1 II f CHRISTIAN
COLLEGE
GOVT
LOT 1
a.
J
882'35'34 W
C, 828.46•
STATE ROAD 60
GULF _TO -BAY BL'
COURTNEY CAMPBELL CAUSEWAY
DAVIS CAUSEWAY
TAMPA BAY
POINT OF REFERENCE
FOR GEOMETRY LINE TABLES AND NOTES, SEE SHEET 2 OF 3
FOR LEGAL DESCRIPTION, SIGNATURE AND SEAL, SEE SHEET 3 OF 3
LB /2232 /7565
WADE TRIM
A WADE TRIM COMPANY - CIML ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117
Phone: 386 - 274 -1600 Fax: 386 - 274 -1602
MIT AREA
102.50.DWG
SKETCH & DESCRIPTION
DATE: OCTOBER 5, 2010
SHEET 1 OF 3
1" = 400'
EXHIBIT 1
Legal Description
SKETCH AND LEGAL DESCRIPTION
I LINE TABLE
LINE I LENGTH I BEARING
I L1 1 50.00 1
N05'50' 16'14
L2 1 75.89 1
N82'35'34'E
L3
17.60
N01'01'26'W
N18'25'35'E
L4
11.75
L18
N66'10'36'W
L5
36.90
21.83
N07'24'44'E
L6
34.57
N23'43'08'W
N27'46'29'E
L7
26.14
L221
N22'06'03'E
L8
21.03
13.11
S85'27'49'E
L9
47.05
N45'22'31'E
N00'22'32'W
L10
10.17
L26
N76'03'09'W
L11
49.43
56.85
N09'14'50'W
L12
L13
49.13
15.55
N21'S1'04'W
N61'45'36'W
L14
36.76
N39'48'21'1.4
L15
38.04
NO3'51'29'E
L16
39.77
N01'01'26'W
L17
22.62
N39'14'16'W
L18
6.68
NO2•01'S0'E
L19
21.83
N48'07'04'E
L20
23.22
N23'43'08'W
L21
17.15
N60'13'20'E
L221
10.05
N06'42'31'E
L23
13.11
N41'29'06'W
L24
25.74
N45'22'31'E
L25
23.82
N63'18'48'E
L26
49.94
N53'55'07'E
L27
56.85
N00'16'34'W
L28
180.68
N89'43'26'E
L29
107.99
N00'16'34'W
L30 17.99
N89'43'26'E
L31 68.66
N00'56'49'W
L32 71.74
N14'00'29'W
L33 31.35
N14'13'49'W
L34 148.53
N25'04'24'W
L35 47.65
N64•51'49'E
L36 61.06
N55'02'03'E
L37 52.20
N61'14'38'E
L38 37.84
N63'49'28'E
L39 92.52
N70'22'20'E
THIS SPACE RESERVED FOR
RECORDING INFORMATION
L40
104.72
N68'51'27'E
L41
63.57
S25'17'28'E
L42 1 40.81
N36'18'39'E
L43 1 19.77
N29'55'15'E
L441 18.51
N66'58'31'E
L451 27.81
S85'43'35'E
L46 1 24.66
N71'55'13'E
L47 1 30.63
N52'06'00'E
L48 1 204.74
S89'49'20'E
L49 1 9.09
N62'13'S0'E
L501 26.32
N21'46'43'E
L51 1 28.03
N34'38'33'W
L521 36.60
N40'45'36'W
L531 47.45
S85'40'57'14
L54I 17.54
N42'47'16'W
L551 11.80
N21'20'23'E
L561 23.76
N89'08'03'E
L57
9.50
N47•26'36'E
L58
27.47
N06'22'13'E
L59
22.62
N78•25'27'E
L60
14.18
N46'51'13'E
L61
20.43
S49'55'47'E
L62
25.83
S23'46'33'E
L63
56.43
N71'05'46'E
L64
9.36
S38'52'30'E
L65
24.28
S67'05'16'E
L66
24.29
N33'07'17'E
L67
28.70
S69'05'02'E
L68
30.96
S24'08'40'E
L69
8.64
S20'16'44'E
L70
11.51
S87'50'35'W
L71
19.46
S26'48'43'W
L72
19.13
S23'25'49'1.4
L73
24.18
S11.23'43'E
L74
17.83
N49'l1'46'E
L75
34.97
N82'59'36'E
SURVEYOR'S NOTES:
1. acts OF BEARINGS: ASSUMED, WITH THE NORTHERLY LINE OF STATE ROAD 60, AS SHOWN, BEING 58235'34 "W.
2. MIRE MAY BE EASEMENTS AND OTHER ITEMS OF RECORD NOT SHOWN HEREON (NO TITLE WORK FURNISHED).
3. 1115 IS A GRAPHIC ILLUSTRATION FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT INTENDED TO DEPICT A
FRD SURVEY.
4. 1IS IS NOT A BOUNDARY SURVEY.
LB 12232 17565
WADE TRIM
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117
Phone: 386 - 274 -1600 Fox: 386 - 274 -1602
MIT AREA
102.50.DWG
SKETCH & DESCRIPTION
DATE: OCTOBER 5, 2010
SHEET 2 OF 3 I KJK
EXHIBIT 1
Legal Description
SKETCH AND LEGAL DESCRIPTION
LEGAL DESCIIIPTION
THIS SPACE RESERVED FOR
RECORDING INFORMATION
A PARCEL OF LAND LOCATED IN GOVERNMENT LOTS 3 AND 4, SECTION 16. TOWNSHIP 29 SOUTH. RANGE 16 EAST, AND THE NORTH A
OF THE NOAIEAST IA OF SAID SECTION 16. PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE SOUTHEASTERLY MOST CORNER OF THE CLEARWATER CHRISTIAN COLLEGE CAMPUS LANDS,
MATH THE NORTHERLY RIGHT -OF -WAY LINE OF STATE ROAD 60 (ALSO KNOWN AS GULF -TO -BAY BOULEVARD. COURTNEY CAMPBELL
CAUSEWAY AND DAVIS CAUSEWAY) FOR A POINT OF REFERENCE; THENCE S82'35'34'W ALONG SAID NORTHERLY RIGHT -OF -WAY LINE
FOR A DISTANCE OF 828.46 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF
5525.83 Fes, AN ARC LENGTH OF 151.37 FEET. A CENTRAL ANGLE OF 01'34'10 ", A CHORD BEARING OF S83'22'38'W AND A CHORD
DISTANCE OF 151.36 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION;
THENCE DEPORTING SAID NORTHERLY RIGHT -OF -WAY LINE N05'50'16'W FOR A DISTANCE OF 50.00 FEET TO A NON- TANGENT CURVE;
THENCE A1I IG SAID CURVE TO THE LEFT HAVING A RADIUS OF 5475.83 FEET, AN ARC LENGTH OF 150.00 FEET, A CENTRAL ANGLE
OF 01'34'10 A CHORD BEARING OF N83'22'38'E AND A CHORD DISTANCE OF 150.00 FEET TO A POINT OF TANGENCY; THENCE
N82'35'341 FUR A DISTANCE OF 75.89 FEET; THENCE N18'25'35'E FOR A DISTANCE OF 17.60 FEET; THENCE N66'10'36'W FOR A
DISTANCE OF 11.75 FEET; THENCE N0724'44'E FOR A DISTANCE OF 36.90 FEET; THENCE N27`46'29'E FOR A DISTANCE OF 34.57
FEET; THENCE N22'06'03'E FOR A DISTANCE OF 26.14 FEET; THENCE S85'27'49'E FOR A DISTANCE OF 21.03 FEET; THENCE
N0022'32 W FOR A DISTANCE OF 47.05 FEET; THENCE N76'03'09'W FOR A DISTANCE OF 10.17 FEET; THENCE N09'14'50"W FOR A
DISTANCE OF 49.43 FEET; THENCE N21'51'04'W FOR A DISTANCE OF 49.13 FEET; THENCE N61'45'36'W FOR A DISTANCE OF 15.55
FEET; THENCE N39'48'21'W FOR A DISTANCE OF 36.76 FEET; THENCE NO3'51'29'E FOR A DISTANCE OF 38.04 FEET; THENCE
N01'01'2611 FOR A DISTANCE OF 39.77 FEET; THENCE N39'14'16'W FOR A DISTANCE OF 22.62 FEET; THENCE NO2'01'50'E FOR A
DISTANCE OF 6.68 FEET; THENCE N48'07'04'E FOR A DISTANCE OF 21.83 FEET; THENCE N23'43'08'W FOR A DISTANCE OF 23.22 FEET;
THENCE N61613'20'E FOR A DISTANCE OF 17.15 FEET; THENCE N06'42'31'£ FOR A DISTANCE OF 10.05 FEET; THENCE N41'29'06'W FOR
A DISTANCE OF 13.11 FEET; THENCE N45'22'31'E FOR A DISTANCE OF 25.74 FEET; THENCE N63'18'48'E FOR A DISTANCE OF 23.82
FEET; THENCE N53'55'07'E FOR A DISTANCE OF 49.94 FEET; THENCE N00'16'34'W FOR A DISTANCE OF 56.85 FEET; THENCE
N89'43'26'E FOR A DISTANCE OF 180.68 FEET; THENCE N00'16'34'W FOR A DISTANCE OF 107.99 FEET; THENCE N89'43'26'E FOR A
DISTANCE OF 17.99 FEET; THENCE N00'56'49'W FOR A DISTANCE OF 68.66 FEET; THENCE N14'00'29'W FOR A DISTANCE OF 71.74
FEET; THENCE N14'13'49'W FOR A DISTANCE OF 31.35 FEET; THENCE N25'04'24'W FOR A DISTANCE OF 148.53 FEET TO A POINT OF
CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.24 FEET. A
CENTRAL MILE OF 89'56'13 ", A CHORD BEARING OF N19'53'43'E AND A CHORD DISTANCE OF 35.34 FEET TO A POINT OF TANGENCY;
THENCE N64•1'49'E FOR A DISTANCE OF 47.65 FEET; THENCE N55'02'03'E FOR A DISTANCE OF 61.06 FEET; THENCE N61'14'38'E FOR
A DISTANCE OF 52.20 FEET; THENCE N63•49'38'E FOR A DISTANCE OF 37.84 FEET; THENCE N7022'20'E FOR A DISTANCE OF 92.52
FEET; THENCE N68'51'27'E FOR A DISTANCE OF 104.70 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 37.46 FEET, A CENTRAL ANGLE OF 85'51'05 ", A CHORD BEARING OF
S68'13'01'E ND A CHORD DISTANCE OF 34.05 FEET TO POINT OF TANGENCY; THENCE 525'17'28'E FOR A DISTANCE OF 63.57 FEET;
THENCE N3678'39'E FOR A DISTANCE OF 40.81 FEET; THENCE N29'55'15'E FOR A DISTANCE OF 19.77 FEET; THENCE N66'58'31'E FOR
A DISTANCE OF 18.51 FEET; THENCE S85'43'35'E FOR A DISTANCE OF 27.81 FEET; THENCE N71'55'13'E FOR A DISTANCE OF 24.66
FEET; THENCE N52'06'00'E FOR A DISTANCE OF 30.63 FEET; THENCE S89'49'20'E FOR A DISTANCE OF 204.74 FEET; THENCE
N6213.501 FOR A DISTANCE OF 9.09 FEET; THENCE N21'46'43'E FOR A DISTANCE OF 26.32 FEET; THENCE N34'38'33'W FOR A
DISTANCE OF 28.03 FEET; THENCE N40'45'36'W FOR A DISTANCE OF 36.60 FEET; THENCE 585'40'57'W FOR A DISTANCE OF 47.45
FEET; THENCE N42'47'16'W FOR A DISTANCE OF 17.54 FEET; THENCE N21'20'23'E FOR A DISTANCE OF 11.80 FEET; THENCE
N89'08-03'£ FOR A DISTANCE OF 23.76 FEET; THENCE N47'26'36'E FOR A DISTANCE OF 9.50 FEET; THENCE N06'22'13'E FOR A
DISTANCE OF 27.47 FEET; THENCE N78•25'27'E FOR A DISTANCE OF 22.62 FEET; THENCE N46'51'13'E FOR A DISTANCE OF 14.18 FEET;
THENCE S4955'47'E FOR A DISTANCE OF 20.43 FEET; THENCE S23'46'33'E FOR A DISTANCE OF 25.83 FEET; THENCE N71'05'46'E FOR
A DISTANCE OF 56.43 FEET; THENCE S38'52'30'E FOR A DISTANCE OF 9.36 FEET; THENCE S67'05'16'E FOR A DISTANCE OF 24.28
FEET; THENCE N33'07'17'E FOR A DISTANCE OF 24.29 FEET; THENCE S69'D5'02'E FOR A DISTANCE OF 28.70 FEET; THENCE
S24'08'40'E FOR A DISTANCE OF 30.96 FEET; THENCE S2016'44'E FOR A DISTANCE OF 8.64 FEET; THENCE S87'50'35'W FOR A
DISTANCE OF 11.51 FEET; THENCE 526'48'43"W FOR A DISTANCE OF 19.46 FEET; THENCE S2325'49'W FOR A DISTANCE OF 19.13 FEET;
THENCE S117Y43'E FOR A DISTANCE OF 24.18 FEET; THENCE N4911'46'E FOR A DISTANCE OF 17.83 FEET; THENCE N82'59'36'E FOR
A DISTANCE OF 34.97 FEET TO THE EAST LINE OF SAID SECTION 16. TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE N00'00'00'E
ALONG SAG SECTION LINE FOR A DISTANCE OF 1042.60 FEET TO THE NORTH LINE OF SAID SECTION 16; THENCE DEPARTING SAID
EAST LINE ACING SAID NORTH LINE N89'32'51'W FOR A DISTANCE OF 2136.42 FEET TO A NON- TANGENT CURVE; THENCE ALONG SAID
CURVE TO NEE RIGHT HAVING A RADIUS OF 418.31 FEET, AN ARC LENGTH OF 208.37 FEET, A CENTRAL ANGLE OF 28'32'27 ", A CHORD
BEARING OF S3825'25'W AND A CHORD DISTANCE OF 206.22 FEET TO A POINT OF TANGENCY; THENCE 552'41'38'W FOR A DISTANCE
OF 97.82 FEET; THENCE N89'32'51'W FOR A DISTANCE OF 81.65 FEET; TO THE EASTERLY RIGHT -OF -WAY LINE OF BAYSHORE
BOULEVARD (A VARIABLE WIDTH RIGHT -OF -WAY); THENCE ALONG SAID RIGHT -OF -WAY LINE 552'42'01'W FOR A DISTANCE OF 73.01
FEET TO A FONT OF CURVATURE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 268.31 FEET. AN ARC LENGTH OF
243.90 FEEL A CENTRAL ANGLE OF 52'04'59'; A CHORD BEARING OF S26'39'06'W AND A CHORD DISTANCE OF 235.59 FEET TO A
POINT OF URGENCY; THENCE S0017'03'W FOR A DISTANCE OF 1378.55 FEET TO THE NORTHERLY LINE OF LANDS KNOWN AS THE
EASTER TRACT, PER OFFICIAL RECORDS BOOK 16135, PAGE 2664 OF THE PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE
DEPARTING SAID EASTERLY RIGHT -OF -WAY LINE S89'22'57'E ALONG SAID NORTHERLY LINE FOR A DISTANCE OF 344.66 FEET: THENCE
CONTINUE MAIG THE BOUNDARY OF SAID EASTER TRACT S52'12'03'E FOR A DISTANCE OF 572.80 FEET; THENCE S00'46'40'E FOR A
DISTANCE OF 191.08 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF THE AFOREMENTIONED STATE ROAD 60 AND A NON- TANGENT
CURVE; THS E DEPARTING SAID EASTER TRACT BOUNDARY LINE, ALONG SAID RIGHT -OF -WAY LINE AND SAID CURVE TO THE LEFT
HAVING A RADIUS OF 5525.83 FEET, AN ARC LENGTH OF 488.01 FEET, A CENTRAL ANGLE OF 05'03'36 ", A CHORD BEARING OF
N86'41'32'E AND A CHORD DISTANCE OF 487.85 FEET TO THE AFOREMENTIONED POINT OF BEGINNING OF THIS DESCRIPTION.
THE ABOVE RIESCRIBED PARCEL OF LAND CONTAINS 102.50 ACRES, MORE OR LESS.
I HEREBY CERTIFY THAT THIS SKETCH MEETS MINIMUM
TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL LAND SURVEYORS PER CHAPTER
5J- 17.050 THRU 17.052, FLORIDA ADMINISTRATIVE CODE.
KENNETH J. KUHAR
FLORIDA PROFESSIONAL SURVEYOR /MAPPER 116105
LB #2232 17565
WADE TRIM
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117
Phone: 386 - 274 -1600 fax: 386- 274 -1602
NIT AREA
102.50.DWG
SKETCH & DESCRIPTION
DATE: OCTOBER 5, 2010
SHEET 3 OF 3 1 KJK
At(
April 21, 2016
Laura Mahony, Assistant City Attorney
Camilo Soto, Assistant City Attorney
City of Clearwater
112 S. Osceola Ave.
Clearwater, FL 33756
HILL WARD HENDERSON
ATTORNEYS AT LAW
TAMPA I CLEARWATER
RE: TERMINATION AND RELEASE OF DEVELOPMENT AGREEMENT, AS AMENDED
by and between City of ( "City ") and Clearwater Christian Private School, Inc.
( "College ") ( "Termination ")
Dear Ms. Mahony and Mr. Soto:
Enclosed herewith is an original copy of the Termination as requested by you, in
advance of the scheduled closing on the City's acquisition of certain lands owned by the
College. This Termination is expressly contingent upon the City's closing of the acquisition of
the lands pursuant to a separate Purchase Contract between the City, the College, and
Easterland, LLC ( "Closing ").
This Termination shall be held in escrow until such Closing and not counter - signed nor
recorded unless and until it is recorded in conjunction with Closing and on the day of Closing.
Acceptance of this executed Termination in advance of Closing indicates the acceptance
by the City of the terms of this escrow letter.
Sincerely,
Kat erine E. Cole
600 CLEVELAND STREET, SUITE 800, CLEARWATER, FL 33755 -4153
TEL: 727 - 724 -3900 FAX: 727- 724 -2900 WWW.HWHLAW.COM