Naples Daily News
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIII L O. 5.
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO .L U ... ...~
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original
documents are to be forwarded to the Board Office only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exception of the Chairman's sil!llature, draw a line throucl1 routing lines #1 through #4, complete the checklist, and forward to Sue Filson line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.
Name of Primary Staff
Contact
Agenda Date Item was
A roved b the BCC
Type of Document
Attached
Summer Araque
Phone Number
530-6290
16B5
tJf\
X<6f>
X~
x
I: Forms/ County Forms! BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
6/22/04
Agenda Item Number
t\ec5
Number of Original
Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark .oN/A" in the Not Applicable column, whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.
All handwritten strike-through and revisions have.~een initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the fmal ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si ature and initials are re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of our deadlines!
The document was approved by the BCC on' . (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Coun Attorne's Office has reviewed the chan es if a licable.
2.
3.
4.
5.
6.
..
OFFICE OF THE COLLIER COUNTY
ENVIRONMENTAL SERVICES DEPARTMENT
1685 11
INTEROFFICE MEMORANDUM
FROM:
Board of County Commissioners of Collier County
Summer Araque, Environmental Services Dept. ~
TO:
DATE:
February 1, 2008
RE:
Acceptance of Conservation Easement
Attached is a Conservation Easement for Naples Daily News (Collier
Publishing Company). In accordance with Resolution No. 2004-209, approved by
the Board of County Commissioners on June 22, 2004 under Agenda Item No.
16B5, I am requesting that if this Conservation Easement is acceptable, please
sign or stamp as to approval of this Conservation Easement, and forward it,
along with the attachments, to the Clerk for attestation and recording.
Thank you for your consideration of this matter. If you have any questions,
feel free to contact me at (239) 252-6290.
Attachments
16 B5..1
OFFICE OF THE COLLIER COUNTY
ENVIRONMENTAL SERVICES DEPARTMENT
INTEROFFICE MEMORANDUM
FROM:
Clerk to the Board, Board Minutes and Records
Summer Araque, Environmental Services Department ~
TO:
DATE:
February 1, 2008
RE:
Attestation and Recording of Conservation Easement
Attached is a Conservation Easement for Naples Daily News (Collier
Publishing Company), which has been approved by the Board of County
Commissioners. Please attest as usual, and forward it with the attached check to
the Recording Department.
Thank you for your assistance in this matter. Please send me a copy of the
Certified Conservation Easement and reciept via interoffice mail. If you have any
questions, feel free to contact me at (239) 252-6290.
have figured out the recording fees below for 9 pages:
$10.00 for the first page ($10.00)
$ 8.50 for each additional page ($8.50 x 8 = $68.00)
$ 1.00 per page for a copy ($1.00 x 9 = $9.00)
$ 1.50 per instrument for a certified copy $1.50
$ .70 Document Stamp Tax ($.70 )
Total $89.20
Attachments
THIS INSTRUMENT PREPARED BY & RETURN TO:
NAME: R. BRUCE ANDERSON
4124410 OR: 4326 PG: 2354
RBCORDBD in OFFICIAL RBCORDS of COLLIBR COUNTY. FL
02/01/2008 at 03:36PK DWIGHT B. BROCK, CLBRK
RBC FBB 78.00
DOC-.70 .70
COPIBS 9.00
KISC 1.50
ADDRESS: ROEIZEL & ANDRESS
850 PARK SHORE DRIVE, STE. 300
NAPLES, FL 34103
PARCELI.D. # 00168046003
Retn:
CLBRK TO THB BOARD
INTBROFFICB 4TH FLOOR
BIT 7240
1685
~
SPACE ABOVE THIS LINE FOR PROCESSING DATA
SPACE ABOVE THIS LINE FOR RECORDING DATA
CONSERVATION EASEMENT
THIS CONSERVATION EASEMENT given this 19th day of December,
2007, by Collier Publishing Company, Inc. (hereinafter Collier Publishing), as
Grantor, whose address is 1075 Central Avenue, Naples, Florida 34102, to Collier
County, Florida, a political subdivision of the State of Florida (hereinafter "Collier
County" or "Grantee"). Grantor and Grantee may hereafter be collectively
referred to as the "parties."
WHEREAS, Collier Publishing is the owner of that certain tract of land
located in Collier County, Florida described in Exhibit "A" attached hereto
(hereinafter referred to as the "property''); and
WHEREAS, Collier County is requiring that this Conservation Easement
("Easement'') be entered into and recorded in the land records of Collier County
to bind Collier Publishing; and
WHEREAS, the parties wish to establish their respective rights and
responsibilities relative to the use and maintenance of the conservation area
described in the attached Composite Exhibit "B" (the Easement Property).
NOW, THEREFORE, Grantor hereby conveys a Conservation Easement to
Collier County as follows:
1. Collier Publishing, its successors, heirs, assigns and/or transferees,
hereby grants a non-exclusive easement to Collier County over and across the
property described as Exhibit "B" for the purpose of conservation. Collier County
shall have no responsibility for maintenance of the conservation easement.
2. No buildings, structures or impediments of any nature may be
constructed, placed or permitted on, over or across the Easement Property. No
dumping or placing of soil or other substances such as trash or unsightly or
offensive materials shall be permitted on the Easement Property. There shall be
no removal or destruction of trees, shrubs or other vegetation with the exception
Revised 10/14/05 1
OR: 4326 PG: 2355
1685
of exotic/nuisance vegetation removal. Excavation, dredging or removal of soil
material, peat, rock or other material substance in such a manner as to affect
the surface shall be prohibited on the Easement Property. No dikes or fencing
shall be permitted on the Easement Property. There shall be no other activities
detrimental to drainage, flood control, water conservation, erosion control or fish
and wildlife habitat conservation or preservation permitted on the Easement
Property. The Easement Property shall be in no way altered from its natural or
permitted state.
3. Collier Publishing, its heirs, successors or assigns shall bear the
responsibility for maintaining the Easement Property, including, but not limited
to, regular maintenance as may be required by any governmental agency having
jurisdiction relative thereto. The Easement Property shall at all times be
maintained in accordance with applicable requirements of the Collier County
Land Development Code.
4. No right of access by the general public to any part of the Easement
Property is being conveyed. Collier County shall have the right to access and use
of the Easement property for the purpose of making inspections; however,
Collier County shall have no obligation to maintain the Easement Property, nor
shall Collier County have the right to use the Easement Property for any purpose
inconsistent with the terms of this Conservation Easement.
5. Grantor reserves all rights as owner of the Easement Property, including
the right to engage in uses of the Easement Property that are not prohibited
herein and which are not inconsistent with any County ordinance, regulation or
development permit, and the intent and purposes of this Conservation Easement.
6. Grantor shall pay any and all real property taxes and assessments levied
by competent authority on the property.
7. Grantor shall insert the terms and restrictions of this Conservation
Easement in any subsequent deed or other legal instrument by which Grantor
divests itself of any interest in the property.
8. All notices, consents, approvals or other communications hereunder shall
be in writing and shall be deemed properly given if sent by United States
certified mail, return receipt requested, addressed to the appropriate party or
successor in interest.
9. This Conservation Easement may be amended, altered, released or
revoked only by written agreement between the parties hereto or their heirs,
successors or assigns, which shall be filed in the public records of Collier County.
10. This Conservation Easement shall run with the land and shall be binding
upon and inure to the benefit of all present and future owners of any portion of
Revised 10/14/05 2
OR: 432 G. p~: .2 3i6... i?o.t.....ili.>
J. b I:j ~ 'j~f4
the Property and their successors and/or assigns, it being the intention of the
Grantor that this Conservation Easement be perpetual.
11. If any provisions of the Conservation Easement or the application
thereof to any person or circumstances is found to be invalid, the remainder of
the provisions of this Conservation Easement shall not be affected thereby, as
long as the purpose of the Conservation Easement is preserved.
12. Enforcement of the terms, provisions and restrictions of this
Conservation Easement shall be at the reasonable discretion of Grantee, and any
forbearance on behalf of Grantee to exercise its rights hereunder in the event of
any breach hereof by Grantor, shall not be deemed or construed to be a waiver
of Grantee's rights hereunder.
13. The terms and conditions of this Conservation Easement may be
enforced by the Grantee by injunctive relief and other appropriate available
remedies, and Grantor consents that venue of such enforcement actions shall lie
exclusively in the Circuit Court of the Twentieth Judicial Circuit in and for Collier
County, Florida. In any enforcement action in which the Grantee prevails,
Grantee shall be entitled to recover reasonable attorney's fees and costs in the
trial and appellate courts in addition to the cost of restoring the land to the
natural vegetative and hydrologic condition existing at the time of execution of
this Conservation Easement or to the natural vegetative state required for a
development permit. These remedies are in addition to any other remedy, fine
or penalty, which may be applicable under Chapters 373 and 403, Florida
Statutes.
Revised 10/14/05
3
OR: 4326 PG: 2357
16 B 5 'j
IN WITNESS WHEREOF, Grantor has hereunder set its hand and seal the
day and year first above written.
Sign, sealed and delivered in the presence of:
Collier Publishing Company, Inc.
~
Printed me: 1.:fI'1,'l- ~..;;r s;,.~A U
~~~
Printed Name: 0(\ \\\)~f{..(
By:
C --1ft/
STATE OF FLORIDA )
COUNTY OF COLLIER)
The foregoing instrument was subscribed, sworn and acknowledged before
me this \<:t~ day of ~_t" t. J/'V\ ~u A... , 200' , by
[authorized signor of Grantor
entity] ~ ~ ,as [title] P....Jo\Ll.h~
for [entity] ~~ 1\,....... \~ ' and who is [ ] personally
known to me or ] who produced as identification.
C' ~ A . ~ G...in c.,[J~JJ.
NOTARY PUBLIC
Printed Name: c..lcl
My Commission Expires:
f~~'~:I:r~~ CHAN~L.A. MCDONALD
n i~ Co~mlsslon DD 650475
~~ .' I Expires June 29, 2011
II" DoncItIJ Thill Troy Fain Insurance 8OQ.385-7019
Revised 10/14/05
4
Acceptance by Grantee:
AlTEST:
DWIGHT E. BRQCK,.Clerk
,',Dl.iPO t?l
, . ",,t;'
. ~~~ .' . ' .. . . . , , (',,,
,~- . .,., VA
i ,~~ ;\, ~>~ :
Approved as to form and
legal sufficiency:
.
BY:
JettE. W
Revised 10/14/05
OR: 4326 PG: 2358
1005
'.
BOARD OF COUNlY COMMISSIONERS
COLLIER COUNlY, FLORIDA
N
5
EXHIBIT "A"
P.O.C.
5.00'38' 43"E.
125.02' 5.89'45'OO"E.
573.45'
IMMOKALEE ROAD (CR-B46)
5.~'15"E.
5OO.61r--
N.44'38'23"E.
34.99'
LEGEND:
P.O.C.
P.O.B.
O.R.B.
INDICATES POINT OF COMMENCEMENT
INDICATES POINT OF BEGINNING
INDICATES OFFICIAL RECORD BOOK
GRAHADA SHOPPES
~
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01
.......
_ ./"'- LANDS DESCRIBED IN O.R.B. 2511, ~
~ PAGES 1706-1710
349.94'
N84'47'31'E
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CUBVB DATA: IA
R - 70.00'
L - 47.35'
Tan - 24.62'
IJ. = 38'45'23"
Ch - S64'9'09"E
46.45'
CUBVB DATA: &.
R - 70.00'
L - 120.22'
Tan - 81.10'
IJ. - 98'24'12"
Ch - 512'56'10"W
105.98'
, "
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,:.:
180.90
~
533'05' 4O"W ~~
576'56'51"W 54.13' r:::13
89.04' "'8
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394.57
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NOTES:
1. THIS IS NOT A SURVEY
2. BASIS OF BEARINGS IS THE NORTH LINE
OF THE NORTHWEST 1/4 OF SECTION 27,
TOWNSHIP 48 SOUTH, RANGE 25 EAST, AS
BEING S.89'45'OO"E.
3. SUBJECT TO EASEMENTS, RESERVATIONS
AND RESTRICTIONS OF RECORDS.
4. NOT VALID WITHOUT SHEET 2 OF 2.
CERTIFICATIO N:
- --H-'d ....
,-&~ I'h.~.,*,..,:
Thomas M. HendriX"(fo(:ltiti7firm LB#642)
pn;>fes,~io.ncal ;J-gJ1lJ': Sl.Jr'J~yOr Florida Certificate No. 5281
DJt~~~~n'~~ .. it 1'.01
Not'':V9IidwitliolJ the signature and the original raised
seal of a Flori(j.9 Licensed Surveyor and Mapper
01
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CD
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JOHNS I N
NAPLES, FLORIDA 34112
PHONE (239) 434-0333
FAX (239) 434-9320
E.B. #642 & L.B. #642
\ ENGINEERING
OR: 4326 PG: 2359
S89"45'OO"E ~8.26'
\
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-.lCIl
ioui
01-.1
. ,
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CUBVB DATA:
R - 1289.52'
L = 368.73'
Tan = 185.63'
IJ. - 16'23'00"
Ch - N78'38'Ol'E
367.47'
CUBVB DATA:
R - 1264.00'
L - 480.28'
Tan - 243.07'
IJ. - 21'46'15"
Ch - N79' 7' 45"E
477.40'
,
,
CUBVB DATA:
R - 1200.00'
L - 458.77'
Tan - 232.22'
IJ. = 21'54'18"
Ch - 579'21' 46"W
__ 455.99'
--
,
,
CUBVB DATA:
R - 1353.52'
L - 173.22'
Tan - 86.73'
IJ. - 7'9'58"
Ch - 572'04'36"W
173.10'
CUBVB DATA: &.
R = 197.21'
L = 259.53'
Tan - 152.43'
IJ. - 75'24'06"
Ch - 507'4'23"E
241.20'
CUBVB DATA: A
R = 130.00'
L - 151.40'
Tan - 85.60'
IJ. - 66'43'31'
Ch - S02'54'07"E
142.99'
CUBVB DATA: &
R = 30.00'
L - 48.75'
Tan = 31.67'
IJ. - 93'06'13"
Ch - S15'35'10"W
43.58'
CUBVB DATA: Jt:.
R - 80.00'
L - 19.94'
Tan - 10.02'
IJ. = 14'6'43"
Ch = S23'49'37"E
19.89'
~
GRAPHIC SCALE
lW
150'
I
300'
I
( IN FEET )
1 inch = 300 ft.
SKETCH AND DESCRIPTION
DATE
10/2005
EXHIBIT "A"
OR: 4326 PG: 2360
1685
. 'l.~
t,
DESCRIPTION:
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A TRACT OR PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY,
FLORIDA WHICH TRACT OR PARCEL IS DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY,
FLORIDA RUN SOUTH 00'38'43" EAST ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 27
FOR 125.02 FEET TO THE INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF IMMOKALEE ROAD
(CR-846); THENCE RUN NORTH 44'38'23" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF
34.99 FEET; THENCE RUN SOUTH 89'45'00" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE
OF 573.45 FEET; THENCE RUN SOUTH 86'53'15" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A
DISTANCE OF 500.61 FEET; THENCE RUN SOUTH 89'45'00" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,
A DISTANCE OF 768.26 FEET TO THE NORTHWEST CORNER OF CREEKSIDE COMMERCE PARK WEST, UNIT ONE
AS PER PLAT RECORDED IN PLAT BOOK 29, PAGES 57 AND 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA; THENCE RUN SOUTH 02'19'57" EAST ALONG THE WEST LINE OF SAID CREEKSIDE COMMERCE PARK
WEST, UNIT ONE, A DISTANCE OF 1017.96 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING
CONTINUE SOUTH 0219'57" EAST ALONG THE WEST LINE OF SAID CREEKSIDE COMMERCE PARK WEST, UNIT
ONE A DISTANCE OF 64.06 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF
1200.00 FEET, A CENTRAL ANGLE OF 21'54'18" AND A CHORD BEARING AND DISTANCE OF SOUTH 79'21'46"
WEST, 455.99 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 458.77
FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
1353.52 FEET, A CENTRAL ANGLE OF 0719'58" AND A CHORD BEARING AND DISTANCE OF SOUTH 72'04'36"
WEST, 173.10 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 173.22
FEET; THENCE RUN SOUTH 00'00'00" EAST, A DISTANCE OF 62.01 FEET; THENCE RUN SOUTH 77'43'40" WEST,
A DISTANCE OF 573.08 FEET; THENCE RUN SOUTH 00'39'12" EAST, A DISTANCE OF 187.52 FEET; THENCE RUN
SOUTH 68'35'21" WEST, A DISTANCE OF 110.88 FEET; THENCE RUN SOUTH 57"47'59" WEST, A DISTANCE OF
46.94 FEET; THENCE RUN SOUTH 89'20'45" WEST, A DISTANCE OF 156.34 FEET; THENCE RUN SOUTH 00'39'15"
EAST, A DISTANCE OF 34.09 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS
OF 70.00 FEET, A CENTRAL ANGLE OF 38'45'23" AND A CHORD BEARING AND DISTANCE OF SOUTH 64'19'09"
EAST, 46.45 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF
47.35 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A
RADIUS OF 197.21 FEET, A CENTRAL ANGLE OF 75'24'06" AND A CHORD BEARING AND DISTANCE OF SOUTH
0714'23" EAST, 241.20 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE
OF 259.53 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A
RADIUS OF 130.00 FEET, A CENTRAL ANGLE OF 66'43'37" AND A CHORD BEARING AND DISTANCE OF SOUTH
02'54'07" EAST, 142.99 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE
OF 151.40 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A
RADIUS OF 70.00 FEET, A CENTRAL ANGLE OF 98'24'12" AND A CHORD BEARING AND DISTANCE OF SOUTH
12'56'10" WEST, 105.98 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE
OF 120.22 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 62'08'16" WEST, A
DISTANCE OF 75.07 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A
RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 93'06'13" AND A CHORD BEARING AND DISTANCE OF SOUTH
15'35'10" WEST, 43.56 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE
OF 48.75 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 30'57'58" EAST, A
DISTANCE OF 34.79 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING
A RADIUS OF 80.00 FEET, A CENTRAL ANGLE OF 1416'43" AND A CHORD BEARING AND DISTANCE OF SOUTH
23'49'37" EAST, 19.89 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, AN ARC
DISTANCE OF 19.94 FEET; THENCE RUN SOUTH 8413'14" EAST ALONG A NON-TANGENTIAL LINE, A DISTANCE
OF 158.41 FEET; THENCE RUN SOUTH 80'55'24" EAST, A DISTANCE OF 183.78 FEET; THENCE RUN SOUTH
81'52'51" EAST, A DISTANCE OF 180.90 FEET; THENCE RUN SOUTH 00'00'00" EAST, A DISTANCE OF 261.28
FEET; THENCE RUN NORTH 90'00'00" WEST, A DISTANCE OF 394.57 FEET; THENCE RUN NORTH 00'00'00"
EAST, A DISTANCE OF 271.73 FEET; THENCE RUN NORTH 84'13'14" WEST, A DISTANCE OF 120.32 FEET;
THENCE RUN SOUTH 33"05'40" WEST, A DISTANCE OF 54.13 FEET; THENCE RUN SOUTH 76'56'51" WEST, A
DISTANCE OF 89.04 FEET; THENCE RUN NORTH 58'35'21" WEST, A DISTANCE OF 65.19 FEET' THENCE RUN
, " '
NORTH 15'31 55 WEST, A DISTANCE OF 74.80 FEET; THENCE RUN NORTH 00'41'41" WEST, A DISTANCE OF
115.24 FEET; THENCE RUN NORTH 28'22'47" EAST, A DISTANCE OF 171.51 FEET; THENCE RUN NORTH 1711'45"
WEST, A DISTANCE OF 106.79 FEET; THENCE RUN NORTH 13"02'52" EAST, A DISTANCE OF 28.51 FEET' THENCE
RUN NORTH 73'36'14" WEST, A DISTANCE OF 54.78 FEET; THENCE RUN SOUTH 4916'08" WEST, A DISTANCE
OF 112.78 FEET; THENCE RUN SOUTH 89'47'08" WEST, A DISTANCE OF 53.08 FEET' THENCE RUN NORTH
, .. '
58'0049 WEST, A DISTANCE OF 50.49 FEET; THENCE RUN NORTH 00'39'12" WEST, A DISTANCE OF 303.49
FEET; THENCE RUN NORTH 89'20'45" EAST, A DISTANCE OF 341.45 FEET; THENCE RUN NORTH 00'39'15" WEST,
A DISTANCE OF 25.00 FEET; THENCE RUN NORTH 6914'15" EAST, A DISTANCE OF 258.29 FEET' THENCE RUN
NORTH 13'26'32" EAST, A DISTANCE OF 327.17 FEET; THENCE RUN NORTH 84'47'37" EAST, A DISTANCE OF
349.94 FEET TO THE POINT OF CURVATURE OF A CURVE CONCA VE NORTHERLY AND HAVING A RADIUS OF
1289.52 FEET, A CENTRAL ANGLE OF 16'23'00" AND A CHORD BEARING AND DISTANCE OF NORTH 76'36'07"
EAST, 36.7.47 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 368.73
FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS
OF 1264.00 FEET, A CENTRAL ANGLE OF 21'46'15" AND A CHORD BEARING AND DISTANCE OF NORTH 79'17'45"
EAST, 477.40 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 480.28
FEET TO THE SAID POINT OF BEGINNING.
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Z CONTAINING 497,369.08 SQUARE FEET OR 11.42 ACRES OF LAND, MORE OR LESS.
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2. NOTES:
~ 1. THIS IS NOT A SURVEY
~ 2. BASIS OF BEARINGS IS THE NORTH LINE
~ OF THE NORTHWEST 1/4 OF SECTION 27,
~ TOWNSHIP 48 SOUTH, RANGE 25 EAST, AS
~ BEING S.89'45'OO"E.
[::; 3. SUBJECT TO EASEMENTS, RESERVATIONS
~ AND RESTRICTIONS OF RECORDS.
g 4. NOT VALID WITHOUT SHEET 1 OF 2.
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EXHIBIT "B"
5.oo'38'43"E.
125.02' 5.89'45'OO"E.
573.45'
IWOKALEE ROAD (CR-846)
5.~'15"E.
500.61----
N.44'38'23"E.
34.99'
LEGEND:
P.O.C. INDICATES POINT OF COMMENCEMENT
P.O.B. INDICATES POINT OF BEGINNING
O.R.B. INDICA TES OFFICIAL RECORD BOOK
GRANADA SHOPPBS
OR: 4326 PG: 2361
589'45'OO"E ~8.26'
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_ ~ LANDS DESCRIBED IN a.R.B. 2511,~
"'---" PAGES 1706-1710
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34.09
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CURVB DATA: IJs.
R - 70.00'
L - 47.35'
Tan ~ 24.62'
I!. - 38'45'23"
Ch - S64'9'09"E
46.45'
CURVB DATA: A
R - 70.00'
L - 120.22'
Tan - 81.10'
I!. - 98'24'12"
Ch ~ 512'56'10"W
105.98'
180.90
79.77'
N84'3'14"W
. ~ 2,70 ACRES, +1-
~
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NOTES:
1. THIS IS NOT A SURVEY
2. BASIS OF BEARINGS IS THE NORTH LINE
OF THE NORTHWEST 1/4 OF SECTION 27,
TOWNSHIP 48 SOUTH, RANGE 25 EAST, AS
BEING S.89'45'OO"E.
3. SUBJECT TO EASEMENTS, RESERVATIONS
AND RESTRICTIONS OF RECORDS.
4. NOT VALID WITHOUT SHEET 2 OF 2.
JOHNS N
394.57
NAPLES, FLORIDA 34112
PHONE (239) 434-0333
FAX (239) 434-9320
LB. #642 & L.B. #642
ENGINEERING
CURVB DATA:
R - 1353.52'
L - 173.22'
Tan - 86.73'
I!. - 7'19'58"
Ch - 572'04'36"W
173.10'
,
,
Ch - S79'21'46"W
--~~
CURVB DATA: A
R - 197.21'
L - 259.53'
Tan - 152.43'
I!. - 75'24'06"
Ch ~ 507'14'23"E
241.20'
CURVB DATA: A
R - 30.00'
L - 48.75'
Tan - 31.67"
I!. - 93'06't 3"
Ch - 515'35'10"W
43.56'
CURVB DATA: A
R - 130.00'
L - 151.40'
Tan - 85.60'
I!. ~ 66'43'37"
Ch - 502'54'07"E
142.99'
CURVB DATA: ~
R - 80.00'
L - 19.94'
Tan" 10.02'
I!. - 14'6'43"
Ch ,. 523'49'37"E
19.89'
~
CURVB DATA: A
R - 394.23'
L ~ 55.00'
Tan - 27.54'
I!. - 7'59'34"
Ch - N38'23'28"E,
54.95'
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GRAPHIC SCALE
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150'
300'
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SCALE IN FEET
1 inch = 300 ft.
CERTIFlCATrO-N: ..
fotn~~:lf:i;'~~~'2)
.;;;Proieasional Land Surveyor ,.. .',),
. Florida Certificate ,No. 5281. ,.
. Date Signed: 1.'I../ltIIJJ7" "
Not valid withOU'~ the' signature' and the original raised seal of a
Florida Licensed Surveyor and Mapper.
SKETCH AND DESCRIPTION
DATE SHEET
07/2007 1 OF 2
EXHIBIT "B"
*** OR: 4326 PG: 2362 ***
16 B5
DESCRIPTION:
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A TRACT OR PARCEL OF lAND l YlNG IN SECTION 27, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY,
FLORIDA WHICH TRACT OR PARCEL IS DESCRIBED AS FOllOWS:
FROM THE NORTHWEST CORNER OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY,
FLORIDA RUN SOUTH 00'38'43" EAST ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 27
FOR 125.02 FEET TO THE INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF IMMOKAlEE ROAD
(CR-846); THENCE RUN NORTH 44'38'23" EAST ALONG SAID SOUTHERLY RIGHT-OF -WA Y LINE, A DISTANCE OF
34.99 FEET; THENCE RUN SOUTH 89'45'00" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE
OF 573.45 FEET; THENCE RUN SOUTH 86'53'15" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A
DISTANCE OF 500.61 FEET; THENCE RUN SOUTH 89'45'00" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,
A DISTANCE OF 768.26 FEET TO THE NORTHWEST CORNER OF CREEKSIDE COMMERCE PARK WEST, UNIT ONE
AS PER PLAT RECORDED IN PLAT BOOK 29, PAGES 57 AND 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA; THENCE RUN SOUTH 0219'57" EAST ALONG THE WEST LINE OF SAID CREEKSIDE COMMERCE PARK
WEST, UNIT ONE, A DISTANCE OF 1082.02 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING
A RADIUS OF 1200.00 FEET, A CENTRAL ANGLE OF 21'54'18" AND A CHORD BEARING AND DISTANCE OF
SOUTH 79'21'46" WEST, 455.99 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC
DISTANCE OF 458.77 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY AND
HAVING A RADIUS OF 1353.52 FEET, A CENTRAL ANGLE OF 07'19'58" AND A CHORD BEARING AND DISTANCE
OF SOUTH 72'04'36" WEST, 173.10 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC
DISTANCE OF 173.22 FEET; THENCE RUN SOUTH 00'00'00" EAST, A DISTANCE OF 62.01 FEET; THENCE RUN
SOUTH 77'43'40" WEST, A DISTANCE OF 573.08 FEET; THENCE RUN SOUTH 00'39'12" EAST, A DISTANCE OF
187.52 FEET; THENCE RUN SOUTH 68'35'21" WEST, A DISTANCE OF 110.88 FEET; THENCE RUN SOUTH
57'47'59" WEST, A DISTANCE OF 46.94 FEET; THENCE RUN SOUTH 89'20'45" WEST, A DISTANCE OF 156.34
FEET; THENCE RUN SOUTH 00'39'15" EAST, A DISTANCE OF 34.09 FEET TO A POINT ON A CURVE CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 70.00 FEET, A CENTRAL ANGLE OF 38'45'23" AND A CHORD
BEARING AND DISTANCE OF SOUTH 6419'09" EAST, 46.45 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY
ALONG SAID CURVE, AN ARC DISTANCE OF 47.35 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE
CONCAVE WESTERLY AND HAVING A RADIUS OF 197.21 FEET, A CENTRAL ANGLE OF 75'24'06" AND A CHORD
BEARING AND DISTANCE OF SOUTH 07'14'23" EAST, 241.20 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY
ALONG SAID CURVE, AN ARC DISTANCE OF 259.53 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE EASTERLY AND HAVING A RADIUS OF 130.00 FEET, A CENTRAL ANGLE OF 66'43'37" AND A CHORD
BEARING AND DISTANCE OF SOUTH 02'54'07" EAST, 142.99 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY
ALONG SAID CURVE, AN ARC DISTANCE OF 151.40 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE WESTERLY AND HAVING A RADIUS OF 70.00 FEET, A CENTRAL ANGLE OF 98'24'12" AND A CHORD
BEARING AND DISTANCE OF SOUTH 12'56'10" WEST, 105.98 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY
ALONG SAID CURVE, AN ARC DISTANCE OF 120.22 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE
RUN SOUTH 62'08'16" WEST, A DISTANCE OF 75.07 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
EASTERLY AND HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 93'06'13" AND A CHORD BEARING
AND DISTANCE OF SOUTH 15'35'10" WEST, 43.56 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID
CURVE, AN ARC DISTANCE OF 48.75 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH
30'57'58" EAST, A DISTANCE OF 34.79 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 80.00 FEET, A CENTRAL ANGLE OF 1416'43" AND A CHORD
BEARING AND DISTANCE OF SOUTH 23'49'37" EAST, 19.89 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY
ALONG SAID CURVE, AN ARC DISTANCE OF 19.94 FEET; THENCE RUN SOUTH 8413'14" EAST ALONG A
NON- TANGENTIAL LINE, A DISTANCE OF 77.23 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH
8413'14" EAST, A DISTANCE OF 81.17 FEET; THENCE RUN SOUTH 80'55'24" EAST, A DISTANCE OF 183.78
FEET; THENCE RUN SOUTH 81'52'51" EAST, A DISTANCE OF 180.90 FEET; THENCE RUN SOUTH 00'00'00" EAST,
A DISTANCE OF 261.28 FEET; THENCE RUN NORTH 90'00'00" WEST, A DISTANCE OF 394.57 FEET; THENCE RUN
NORTH 00'00'00" EAST, A DISTANCE OF 271.73 FEET; THENCE RUN NORTH 8413'14" WEST, A DISTANCE OF
79.77 FEET TO A POINT ON A NON-TANGENTIAL CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF
394.23 FEET, A CENTRAL ANGLE OF 07'59'34" AND A CHORD BEARING AND DISTANCE OF NORTH 36'23'28"
EAST, 54.95 FEET, RESPECTIVELY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF
55.00 FEET TO THE SAID POINT OF BEGINNING.
....
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:f 1. THIS IS NOT A SURVEY
:0 2. BASIS OF BEARINGS IS THE NORTH LINE
:c
II OF THE NORTHWEST 1/4 OF SECTION 27,
g, TOWNSHIP 48 SOUTH, RANGE 25 EAST, AS
? BEING S.89'45'OO"E.
~ 3. SUBJECT TO EASEMENTS, RESERVATIONS
~ AND RESTRICTIONS OF RECORDS.
g 4. NOT VALID WITHOUT SHEET 1 OF 2.
N
,/
.:;
JOHNSEfjN
DATE
07/2007 2 OF 2
ENGINEERING
NAPLES, FLORIDA 34112
PHONE (239) 434-0333
FAX (239) 434-9320
E.B. #642 & L.B. #642
SKETCH AND DESCRIPTION