Sabal Bay
-yo m lctlJd61
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 16 B 5
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 throulili routin2lines #1 throulZh #4, coIDDlete 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
(The primary contactis 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 Stephen Lenberger
Contact
Agenda Date Item was June 22, 2004
A roved b the BCC
Type of Document
Attached
PRIMARY CONTACT INFORMATION
Phone Number
Agenda Item Number
Number of Original
Documents Attached
252-2915
16B5
1 with exhibits
Yes
(Initial)
SL
N/ A (Not
A licable)
Conservation Easeme t
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/ 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
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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 been initialed by the County Attorney's
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The Chairman's signature line date has been entered as the date ofBCC approval ofthe
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are r 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 June 22. 2004 (enter date) and all
ehanges made during the meeting have been incorporated in the attached document.
The Coun Attorne's Office has reviewed the chan es if a Iicable.
N/A
N/A
SL
N/A
SL
2.
3.
4.
5.
6.
I: Forms! County Forms! BCC Forms! Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
....
4088406 OR: 4296 PG: 1764
RBCORDBD in OPPICIAL RBCORDS of COLLIBR COUNTY, PL
10/26/2007 at 09:30AK DWIGHT B. BROCK, CLBRK
RBC PBB 146.00
This Instrument prepared by:
Michael E. Botos, P.A.
Edwards Angell Palmer & Dodge LLP
One North Clematis Street, Suite 400
West Palm Beach, Florida 33401
Retn:
CLBRK TO THB BOARD
INTBROPPICB 4TH FLOOR
BIT 7240
16 B5
CONSERVATION EASEMENT
THIS CONSERVATION EASEMENT given this J'-~~ day of
~Gu'~r , 2007, by CDC LAND INVESTMENTS, INC. f/k/a Collier
Development Corp., a Florida corporation (hereinafter referred to as "Grantor") whose
address is 3003 Tamiami Trail N., Suite 400, Naples, FL 34103 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, Grantor is the owner of that certain tract of land located in Collier
County, Florida described on Exhibit "A" and by this reference incorporated herein
(hereinafter referred to as the" Property"); and
WHEREAS, Collier County is requiring that a conservation easement
("Conservation Easement") be entered into over that portion of the Property described on
Exhibit B attached hereto and recorded in the land records of Collier County to bind
Grantor; and
WHEREAS, the parties wish to establish their respective rights and responsibilities
relative to the use and maintenance of the Conservation Easement; and,
NOW, THEREFORE, Grantor hereby conveys a Conservation Easement to Collier
County as follows:
1. Grantor, its successors and assigns, hereby grants a non-exclusive
Conservation Easement to Collier County over and across the property
described on Exhibit "B" for the purpose of conservation. Collier
County shall have no responsibility for maintenance of the Conservation
Easement.
2. The Conservation Easement is designated as a "Preserve" pursuant to
Collier County Ordinance No. 05-59 (the "PUD Ordinance"). The
following uses are permitted by the PUD Ordinance within the
Conservation Easement:
A. Areas designated a "P", Preserve on the Master Plan are designed to
accommodate conservation, passive recreation and water management
uses and functions.
PMB]MB_33J317_6.DOC
OR: 4296 PG: 1765
16 B5
B. Permitted Principal Uses and Structures:
1. Upland preserves
11. Wetland preserves
C. Permitted Accessory Uses and Structures:
1. Boardwalks, nature trails, shelters, viewing piers, viewing
platforms, educational signs, kiosks, elevated golf cart paths,
golf course rough areas, and docks or platforms for launching
and mooring or storage of non-motorized vessels utilizing
movable storage racks.
11. Water management structures in accordance with Collier
County, SFWMD, DEP, and USACOE permitting
requirements.
Except as permitted by the PUD ordinance, no other buildings, structures
or impediments of any nature may otherwise be constructed, placed or
permitted on, over or across the Conservation Easement. No dumping or
placing of soil or other substances such as trash or unsightly or offensive
materials shall be permitted on the Conservation Easement. There shall
be no removal or destruction of trees, shrubs or other vegetation with the
exception 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 Conservation
Easement. No dikes or fencing shall be permitted on the Conservation
Easement. There shall be no other activities detrimental to drainage,
flood control, water conservation, erosion control or fish or wildlife
habitat conservation or preservation permitted on the Conservation
Easement. The Conservation Easement shall be in no way altered from
its natural or permitted state.
3. Grantor, its heirs, successors or assigns shall bear the responsibility for
maintaining the Conservation Easement, including, but not limited to,
regular maintenance as may be required by any governmental agency
having jurisdiction relative thereto. The Conservation Easement shall at
all times be maintained in accordance with applicable requirements of
the Collier County Land Development Code in effect at the time of the
execution of this Conservation Easement by Grantor.
4. No right of access by the general public to any part of the Conservation
Easement is being conveyed. Collier County shall have the right to
access and use of the Conservation Easement for the purpose of making
inspections; however, Collier County shall have no obligation to
maintain the Conservation Easement, nor shall Collier County have the
right to use the Conservation Easement for any purpose inconsistent with
the terms of the Conservation Easement.
- 2 -
PMB]MB_331317_6.DOC
OR: 4296 PG: 1766
16 B5
5.
Grantor reserves all rights as owner of the Conservation Easement,
including the right to engage in uses of the Conservation Easement 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 Conservation Easement.
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 Conservation Easement.
8. All notices, consents, approvals or other communications hereunder shall
be in writing and shall be deemed properly given it 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, Florida.
10. Prior to Grantee's approval of any amendments to the Conservation
Easement, notice of such proposed amendment shall be given by the
Grantee to the Rookery Bay National Estuarine Reserve and the
Conservancy, provided, however, the inadvertent failure of Grantee to
provide such notice shall not invalidate any amendment to the
Conservation Easement agreed to, in writing, by Grantor and Grantee.
Provided further that only notice of a proposed amendment is required by
the Grantee, and neither the Rookery Bay National Estuarine Reserve nor
the Conservancy shall have approval rights over the proposed
amendment.
11. 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 the Conservation Easement and their successors and/or
assigns, it being the intention of the Grantor that this Conservation
Easement be perpetual.
12. 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.
13. Enforcement of the terms, provlSlons and restrictions of this
Conservation Easement shall be at the reasonable discretion of Grantee,
- 3 -
PMB]MB_33J317_6.DOC
OR: 4296 PG: 1767
1685
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.
14. 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.
IN WITNESS WHEREOF, Grantor has hereunder set its hand and seal the day and
year first above written.
WITNESSES:
GRANTOR:
CDC LAND INVESTMENTS, INC.
jlk/a Collier Development Corporation
a Florida corporation
/. ./ {corporate seal}
By: ~~~ .
Print Name: RO€>~T D, C:..Oa.-ZNA-
Its: \J \-CE. ~(Z.X:":::.\D~N.
STATE OF FLORIDA
COUNTY OF Co II i......
)
)SS:
)
The foregoing instrument was acknowledged before me this l ~ day of
~u...+ , 2007, by ~b Covil'la-Ceooe.v+D0, the
Vi c..e.. Presr d..~+ of CDC Land Investments, Inc., f/k/a Collier Development
Corporation, a Florida corporation, on behalf of the corporation, who is personally known
tome.
Cc f_LL~
~~\. CONMSSANTAGADO
~i.. . .:*E MY c.OMMISSION /I DO 519148
.EXPlRES: June 16, 2010
8al1aelI Thru Notaly PUbIl; UncletwrIerw
Notary Public
My Commission Expires: ~
- 4 -
PMB]MB_331317_6.DOC
Acceptance by Grantee:
ATTEST:
DWIQHT E,:I;1ROCK, Clerk
~
By;.... ... _'. ~&. '. ..;. > , 0 L.
, . ' Signa' .Y. 11 . .'
; ..... .. .- ." .. .." ..-~
Appr~wed ~s toJorm and
Legii(sufficiency
"~I"~
OR: 4296 PG: 1768
1685
JAM
- 5 -
Item# \~
~~~;da ltl' z 2,-0.4-
Date llYllb-D1
Rec'd
PMB]MB_331317_6.DOC
OR: 4296 PG: 1769
16 85
EXHIBIT "A"
SABAL BAY LEGAL DESCRIPTION
ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
Beginning at the Northeast Comer of Section 25, Township 50 South, Range 25 East, Collier County, Florida
Thence along the East Line of Said Section 25 South 00022'18" West 2,687.69 feet;
Thence continue along the east line of said Section 25 South 00020'37" West 2,685.56 feet to the Southeast
Comer of said Section 25;
Thence along the East line of Section 36 South 00019'56" West 1,518.00 feet;
Thence North 87028'51" West 5,326.38 feet;
Thence North 00014'25" East 1,254.17 feet to the North West Comer of Said Section 36;
Thence along the south line of Section 26 South 89032'22" West 2,696.15 feet;
Thence continue along the South line of Said Section South 89029'09" West 2,696.69 feet to the Southwest
comer of said Section 26;
Thence along the West line of said Section 26 North 00022'46" East 2,689.10 feet;
Thence continue along the West line of said Section 26 North 00022'20" East 2,690.20 feet to the Northwest
Comer of Said Section 26;
Thence along the West Line of Section 23 North 00006'08" West 1345.66 feet;
Thence Continue along the West line of Said Section 23 North 00007'16" West 693.72 feet;
Thence North 89029'07" East 469.67 feet;
Thence North 00004'49" West 453.06 feet;
Thence North 89030'33" East 916.44 feet;
Thence North 00031'29" West 567.34 feet;
Thence North 89027'53" East 300.00 feet;
Thence South 00032'07" East 60.00 feet;
Thence North 89028'59" East 980.33 feet to the West line ofthe plat of Naples Groves and Truck Co's Little
Farms No 2 (Lots 67-69), as recorded in Plat Book 1, Page 27, Public Records of Collier County, Florida.
Thence along said West line South 00046'37" East 308.52 feet;
Thence Continue along said West line South 00040'46" East 673.87 feet to the Northwest comer of Lot 70, of
said Naples Groves and Truck Co's Little Farms No 2;
Thence along the North line of Said Lot 70 North 89027'07" East 1,322.10 feet to the North East Comer of
Said Lot 70;
Thence Along the East line of Said Lot 70 and Lot 71 of said Plat South 00043'14" East 674.00 feet to the
Southeast comer of Said Lot 71 ;
Thence along the South line of Said Lot 71 South 89028'25" West 1,322.26 feet to the Southwest comer of
said Lot 71;
Thence along the West line of Said Plat South 00042'15" East 1,347.80 feet;
Thence continue along said West line South 00020'27" West 1,344.53 feet to the Southwest comer of Lot 79
of said plat;
Thence along the South line of Said Lot 79 North 89031'43" East I ,346.87 feet to the fractional comer of said
Section 26 being the Northwest comer of the Northwest Quarter of the Southeast Quarter of the Northeast
Quarter of Said Section 26;
Thence along said fractional line South 00019'29" West 671.99 feet to the Southwest comer of said fractional
quarter;
Thence along the south line of said fractional Quarter North 89031 '42" East 673.39 feet to the Northwest
comer of Lot 81 of Said Naples Grove and Truck Co's Little Farms No.2;
Thence along the west line of said Lot 81 South 00012'23" West 672.16 feet to the Southwest comer of said
Lot 81 ;
Thence along the south line of said Lot North 89031'43" East 672.16 feet to the East line of Said Lot and the
west line of said Section 26;
Thence along the East line of said Section 26 North 00019'29" East 2,688.11 feet to the Northeast comer of
said Section 26;
Thence along the East line of said Section 23 North 00042'49" West I ,351.04 feet to the southeast comer of
Lot 91 of said Naples Groves and Truck Co's Little Farms No 2.
- 6 -
PMB]MB_331317_6,DOC
OR: 4296 PG: 1770
1685
Thence along the South line of said Lot 91 South 89027'26" West 1,320.61 feet;
Thence along the west line of Said Lot 91 North 00047'37" West 337.27 feet;
Thence along the North line of said Lot 91 North 89030'57" East 1,320.45 feet to the east line of said Section
23;
Thence along the East line of Said Section North 00044'44" West 1,011.86 feet;
Thence Continue along said East line North 00034'32" West 752.45 feet to the Southwest comer of that land
described in Official Record Book 1027, page 678, Public Records of Collier County, Florida;
Thence along the South line of said Land North 89031 '59" East 1,289.77 feet;
Thence along the East line of said Land North 00042'37" West 1,890.79 feet to the south Right of Way Line of
Thomasson Drive (100 Right Of Way);
Thence along said Right of Way Line North 89035'12" East 880.55 feet;
Thence South 71041 '06" East 68.03 feet;
Thence 58.20 feet along the arc ofa circular curve concave north having a radius of200.00 feet through
central angle of 16040'24" and being subtended by a chord which bears South 80001'18" East 58.00 feet to a
point of reverse curvature;
Thence 459.98 feet along the arc ofa circular curve concave south, having a radius on08.00 feet through a
central angle of37013'28" subtended by a chord which bears South 69044'46" East 451.93 feet;
Thence South 51008'02" East 1,192.89 feet;
Thence 13.12 feet along the arc ofa circular curve concave northeast having a radius of 1,017.00 feet through
central angle of 00044'20" and being subtended by a chord which bears South 51030'12" East 13.12 feet;
Thence South 35024'25" West 170.65 feet;
Thence 240.24 feet along the arc ofa circular curve concave east having a radius of 155.00 feet through
central angle of 88048'19" and being subtended by a chord which bears South 08059'44" East 216.91 feet;
Thence 534.66 feet along the arc of a non-tangential circular curve concave northeast having a radius of
1,164.47 feet through a central angle of26018'25" and being subtended by a chord which bears South
62036'02" East 529.97 feet;
Thence 231.31 feet along the arc of a non-tangential circular curve concave north having a radius of 330.00
feet through a central angle of 40009'39" and being subtended by a chord which bears North 82000'09" East
226.60 feet to a point of reverse curvature;
Thence 89.67 feet along the arc of a circular curve concave southeast, having a radius of720.55 feet through a
central angle of 07007'50" subtended by a chord which bears North 65029'15" East 89.61 feet to a point of
compound curve;
Thence 200.48 feet along the arc of a circular curve concave south having a radius of 400.00 feet through
central angle of28042'58" and being subtended by a chord which bears North 83024'38" East 198.38 feet to a
point of reverse curvature;
Thence 149.00 feet along the arc ofa circular curve concave north, having a radius of 658.56 feet through a
central angle of 12057'48" subtended by a chord which bears South 88042'46" East 148.68 feet to a point of
reverse curvature;
Thence 154.54 feet along the arc of a circular curve concave south, having a radius of 170.00 feet through a
central angle of 52005'09" subtended by a chord which bears South 69009'05" East 149.28 feet to a point of
reverse curvature;
Thence 120.79 feet along the arc ofa circular curve concave northeast, having a radius of280.00 feet through
a central angle of24043'02" subtended by a chord which bears South 55028'02" East 119.86 feet;
Thence South 67049'33" East 50.39 feet;
Thence 240.08 feet along the arc ofa circular curve concave northwest having a radius of 130.00 feet through
central angle of 105048'48" and being subtended by a chord which bears North 59016'03" East 207.39 feet;
Thence North 06021 '39" East 50.13 feet;
Thence 34.20 feet along the arc of a circular curve concave southeast having a radius of 60.00 feet through
central angle of32039'20" and being subtended by a chord which bears North 22041'19" East 33.74 feet;
Thence North 39000'59" East 25.13 feet;
Thence 71.88 feet along the arc ofa circular curve concave west having a radius of90.00 feet through central
angle of 45045'41" and being subtended by a chord which bears North 16008'09" East 69.99 feet;
Thence North 61044'41" East 65.38 feet;
Thence South 74011'12" East 312.46 feet;
North 50055'33" East 25.06 feet to a point on the boundary of Saba I Bay Commercial Plat, Phase One, as
Recorded in Plat Book 38, Pages 81-84, Records of Collier County, Florida
- 7 -
PMB]MB_331317_6.DOC
OR: 4296 PG: 1771
16 B5
Thence along the boundary of said Plat in the following seven (7) described courses;
1) continue along said line North 50055'33" East 99.61 feet;
2) 11.10 feet along the arc of a non-tangential circular curve concave northwest having a radius of 20.00 feet
through a central angle of31 047'18" and being subtended by a chord which bears North 66049'12" East 10.95
feet;
3) North 50055'33" East 17.08 feet;
4) 28.53 feet along the arc of a circular curve concave northwest having a radius of 52.00 feet through central
angle of 31 026'25" and being subtended by a chord which bears North 35012'20" East 28.18 feet;
5) North 19029'07" East 4.70 feet;
6) 4.39 feet along the arc of a circular curve concave southeast having a radius of 8.00 feet through central
angle of 31 026'25" and being subtended by a chord which bears North 35012'20" East 4.34 feet;
7) North 50055'33" East 449.00 feet to Westerly Right of Way line of US 41 (Tamiami Trail) (State Road No.
90);
Thence along said Right of Way South 39003'59" East 5,193.08 feet;
Thence Along the boundary of that land described in Official Record Book 2605, page 2484, Records of
Collier County, Florida in the Following three (3) described courses;
I) South 88013'29" West 373.28 feet;
2) South 0 I 046'31 " East 166.40 feet;
3) North 88013'29" East 500.00 feet to the Westerly Right of Way line of Said US 41;
Thence along said Right of Way line South 39003'59" East 62.85 feet to a point at the intersection of said
westerly Right of Way and the South line of Section 19, Township 50 South, Range 26 East, Collier County,
Florida;
Thence along the South line of said Section 19 South 88013'29" West 1,636.98 feet;
Thence Continue along said South line South 88023'16" West 2,491.52 feet to the POINT OF BEGINNING.
Containing 2,335.18 acres or 101,720,441 square feet more or less.
Subject to easements and restrictions of record.
NOTE: THIS LEGAL INCLUDES 40' DRAINAGE AND MAINTENANCE EASEMENT AS RECORDED
IN ORB 3058, PAGE 2302
AND
WATERS OF TIDE CREEK
- 8 -
PMB]MB_331317_6.DOC
EXHIBIT B
LEGAL DESCRIPTION - CONSERVATION AREA
A TRACT OR PARCEL OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY
OF COLLIER, LYING IN SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST,
AND SECTIONS 24 AND 25, TOWNSHIP 50 SOUTH, RANGE 25 EAST AND BEING
FURTHER BOUNDED AND DESCRIBED AS FOLLOWS:
OR: 4296 PG: 1772
16 B5
BEGINNING AT THE SOUTHWEST CORNER OF SECTION 19, TOWNSHIP 50
SOUTH, RANGE 26 EAST AND THE NORTHEAST CORNER OF SECTION 25,
TOWNSHIP 50 SOUTH, RANGE 26 EAST;
THENCE S.Oo022'18'W., ALONG THE EAST LINE OF THE NORTHEAST QUARTER
OF SAID SECTION 25 FOR 2,143.04 FEET;
THENCE S.89037'27'W., FOR 35.00 FEET;
THENCE S.Oo022'18'W., FOR 544.46 FEET;
THENCE S.00020'37'W., FOR 7.20 FEET;
THENCE N.50049'30'W., FOR 97.78 FEET;
THENCE S.86002'38'W., FOR 136.74 FEET;
THENCE N.03011'49"E., FOR 103.95 FEET;
THENCE N.04018'39"E., FOR 58.75 FEET;
THENCE N.05012'53"E., FOR 30.00 FEET;
THENCE N.86021'53'W., FOR 12.57 FEET;
THENCE S.05044'34'W., FOR 38.07 FEET;
THENCE S.08046'35'W., FOR 35.66 FEET;
THENCE S.03002'37"W., FOR 64.08 FEET;
THENCE S.06024'17'W., FOR 42.59 FEET;
THENCE S.20038'42'W., FOR 15.84 FEET;
THENCE S.87023'06'W., FOR 149.25 FEET;
THENCE S.86012'27'W., FOR 408.11 FEET;
THENCE S.30032'29'W., FOR 27.77 FEET;
THENCE N.22034'15'W., FOR 10.36 FEET TO A POINT ON A CURVE;
THENCE NORTHWESTERLY 65.08 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 90.62 FEET THROUGH
A CENTRAL ANGLE OF 41009'00" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.60011'41'W. FOR 63.69 FEET;
THENCE N.63017'42'W., FOR 8.88 FEET;
THENCE N.40056'55'W., FOR 27.19 FEET;
THENCE N.02019'32"E., FOR 33.80 FEET;
THENCE N.21017'36"E., FOR 22.58 FEET;
THENCE N.44043'28"E., FOR 23.31 FEET;
THENCE N.53054'09"E., FOR 24.36 FEET;
THENCE N.42011'42"E., FOR 29.64 FEET;
THENCE N.44012'03"E., FOR 13.27 FEET;
THENCE N.00047'04"E., FOR 13.42 FEET;
THENCE N.10032'42'W., FOR 14.86 FEET;
THENCE N.22020'17"W., FOR 10.42 FEET;
THENCE N.66037'12'W., FOR 19.62 FEET;
THENCE N.56029'22'W., FOR 30.58 FEET;
THENCE N.73011'42'W., FOR 28.80 FEET;
THENCE N.64027'12"W., FOR 17.22 FEET;
THENCE S.70008'54'W., FOR 16.90 FEET;
THENCE S.65041'14'W., FOR 37.73 FEET;
THENCE S.24011'01"W., FOR 60.33 FEET;
THENCE S.75033'57'W., FOR 96.16 FEET;
Page 1 of9
Q:\2005\050036.03.0l Sabal Bay - Lely Canal (CDC)\0008 Sketch and Legal Description\tortoise preserve legal rev! 08-10-07.doc
OR: 4296 PG: 1773
16 B5
EXHIBIT B
LEGAL DESCRIPTION - CONSERVATION AREA
THENCE N.69023'42'W., FOR 152.25 FEET;
THENCE N.39034'46'W., FOR 84.15 FEET;
THENCE N.03014'58'W., FOR 69.73 FEET;
THENCE N.16037'36'W., FOR 67.68 FEET;
THENCE N.02056'13'W., FOR 23.54 FEET;
THENCE N.60027'46'W., FOR 66.08 FEET;
THENCE N.79005'46'W., FOR 48.42 FEET;
THENCE N.74003'42'W., FOR 21.95 FEET;
THENCE S.81007'24'W., FOR 19.53 FEET;
THENCE S.73030'11'W., FOR 33.96 FEET;
THENCE N.61007'21'W., FOR 46.26 FEET;
THENCE N.28036'40'W., FOR 15.74 FEET;
THENCE N.03009'16"E., FOR 18.70 FEET;
THENCE N.69029'11'W., FOR 77.89 FEET;
THENCE N.47008'44'W., FOR 76.75 FEET;
THENCE N.32005'25'W., FOR 87.45 FEET;
THENCE N.43014'36'W., FOR 44.54 FEET;
THENCE N.80012'19'W., FOR 45.96 FEET;
THENCE N.71054'12'W., FOR 45.59 FEET;
THENCE N.81043'13'W., FOR 64.51 FEET;
THENCE N.72008'16'W., FOR 25.33 FEET;
THENCE S.80048'16'W., FOR 32.40 FEET;
THENCE N.72037'09'W., FOR 18.43 FEET;
THENCE N.58005'02'W., FOR 14.26 FEET TO A POINT ON A CURVE;
THENCE NORTHWESTERLY 89,13 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 177.89 FEET
THROUGH A CENTRAL ANGLE OF 28042'29" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.45001'04'W. FOR 88.20 FEET;
THENCE N.05024'31'W., FOR 36.53 FEET;
THENCE N.06043'34"E., FOR 64.97 FEET;
THENCE N.11017'31"E., FOR 32.56 FEET;
THENCE N.20032'30'W., FOR 185.57 FEET;
THENCE N.49036'06'W., FOR 104.43 FEET TO A POINT ON A CURVE;
THENCE NORTHWESTERLY 29.83 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 266.00 FEET
THROUGH A CENTRAL ANGLE OF 06025'33" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.52047'36'W. FOR 29.82 FEET TO A POINT OF
COMPOUND CURVATURE;
THENCE NORTHWESTERLY 49.68 FEET ALONG THE ARC OF A COMPOUND
CURVE TO THE LEFT HAVING A RADIUS OF 624.53 FEET THROUGH A CENTRAL
ANGLE OF 04033'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.58017'06"W. FOR 49.67 FEET TO A POINT ON A CURVE;
THENCE NORTHEASTERLY 151.52 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 6,302.08 FEET
THROUGH A CENTRAL ANGLE OF 01022'39" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.26006'30"E. FOR 151.52 FEET TO A POINT ON A
CURVE;
THENCE NORTHEASTERLY 69.81 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 565.00 FEET
THROUGH A CENTRAL ANGLE OF 07004'45" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.28046'31"E. FOR 69.76 FEET TO A POINT OF REVERSE
Page 2 of9
Q:\2005\050036.03.01 Sabal Bay - Lely Canal (CDC)\0008 Sketch and Legal Description\tortoise preserve legal revl 08-10-07.doc
OR: 4296 PG: 1774
16 B5
EXHIBIT B
LEGAL DESCRIPTION - CONSERVATION AREA
CURVATURE;
THENCE NORTHEASTERLY 235.07 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE LEFT HAVING A RADIUS OF 1,035.02 FEET THROUGH A
CENTRAL ANGLE OF 13000'46" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.25048'29"E. FOR 234.57 FEET;
THENCE N.19011 '40"E., FOR 157.12 FEET TO A POINT ON A CURVE;
THENCE NORTHERLY 121.50 FEET ALONG THE ARC OF A NON-TANGENTIAL
CURVE TO THE LEFT HAVING A RADIUS OF 1,068.82 FEET THROUGH A
CENTRAL ANGLE OF 06030'48" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.15059'22"E. FOR 121.44 FEET TO A POINT ON A CURVE;
THENCE NORTHEASTERLY 320.27 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 800.00 FEET
THROUGH A CENTRAL ANGLE OF 22056'16" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.23004'48"E. FOR 318.14 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE NORTHEASTERLY 203.48 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE LEFT HAVING A RADIUS OF 1 ,035.00 FEET THROUGH A
CENTRAL ANGLE OF 11015'52" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.28055'00"E. FOR 203.16 FEET TO A POINT OF REVERSE CURVATURE;
THENCE NORTHEASTERLY 177.15 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE RIGHT HAViNG A RADIUS OF 800.00 FEET THROUGH A
CENTRAL ANGLE OF 12041'16" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.29037'41"E. FOR 176.79 FEET;
THENCE N.35058'19"E., FOR 564.47 FEET TO A POINT OF CURVATURE;
THENCE NORTHEASTERLY 249.28 FEET ALONG THE ARC OF A TANGENTIAL
CURVE TO THE RIGHT HAVING A RADIUS OF 800.00 FEET THROUGH A
CENTRAL ANGLE OF 17051'12" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.44053'55"E. FOR 248.27 FEET;
THENCE N.59045'11"E., FOR 94.01 FEET TO A POINT ON A CURVE;
THENCE NORTHEASTERLY 177.87 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 430.00 FEET
THROUGH A CENTRAL ANGLE OF 23042'03" AND BEING SUBTENDED BYA
CHORD WHICH BEARS N.29024'53"E. FOR 176.61 FEET;
THENCE N.1 r33'51 "E., FOR 218.63 FEET;
THENCE N.55027'55"E., FOR 257.00 FEET TO A POINT OF CURVATURE;
THENCE NORTHEASTERLY 140.64 FEET ALONG THE ARC OF A TANGENTIAL
CURVE TO THE LEFT HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL
ANGLE OF 6r09'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.21053'22"E. FOR 132.73 FEET;
THENCE N.11041'11'W., FOR 84.70 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY 62.46 FEET ALONG THE ARC OF A TANGENTIAL CURVE
TO THE RIGHT HAVING A RADIUS OF 80.00 FEET THROUGH A CENTRAL ANGLE
OF 44043'59" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.10040'48"E.
FOR 60.88 FEET;
THENCE N.33002'48"E., FOR 99.42 FEET TO A POINT ON A CURVE;
THENCE NORTHEASTERLY 23.82 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 625.09 FEET
THROUGH A CENTRAL ANGLE OF 02011'01" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.26013'01"E. FOR 23.82 FEET;
THENCE N.28045'38"E., FOR 113.04 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 63.69 FEET ALONG THE ARC OF A NON-
Page 3 of9
Q:\2005\050036.03.0 1 Sabal Bay - Lely Canal (CDC)\0008 Sketch and Legal Description\tortoise preserve legal revl 08-10-07 .doc
EXHIBIT B
LEGAL DESCRIPTION - CONSERVATION AREA
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 25.37 FEET
THROUGH A CENTRAL ANGLE OF 143050'33" AND BEING SUBTENDED BY A
CHORD WHICH BEARS S.64045'59"E. FOR 48.24 FEET;
THENCE S.00020'55"E., FOR 282.34 FEET TO A POINT ON A CURVE;
THENCE SOUTHERLY 225.61 FEET ALONG THE ARC OF A TANGENTIAL CURVE
TO THE LEFT HAVING A RADIUS OF 925.00 FEET THROUGH A CENTRAL ANGLE
OF 13058'28" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.Or22'11"E.
FOR 225.05 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHERLY 14.96 FEET ALONG THE ARC OF A REVERSE CURVE TO
THE RIGHT HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF
21025'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.03038'45"E.
FOR 14.87 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHERLY 210.56 FEET ALONG THE ARC OF A REVERSE CURVE TO
THE LEFT HAVING A RADIUS OF 230.00 FEET THROUGH A CENTRAL ANGLE OF
52027'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.19009'40"E.
FOR 203.28 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE EASTERLY 64.94 FEET ALONG THE ARC OF A COMPOUND CURVE TO
THE LEFT HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF
93001'01" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.88006'15"E.
FOR 58.04 FEET;
THENCE N.41035'44"E., FOR 92.27 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 37.92 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO
THE RIGHTHAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF
54018'53" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.68045'10"E.
FOR 36.51 FEET TO A POINT OF REVERSE CURVATURE;
THENCE NORTHERLY 212.87 FEET ALONG THE ARC OF A REVERSE CURVE TO
THE LEFT HAVING A RADIUS OF 80.00 FEET THROUGH A CENTRAL ANGLE OF
152027'20" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.19040'57"E.
FOR 155.40 FEET TO A POINT OF REVERSE CURVATURE;
THENCENORTHWESTERL Y 28.30 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE RIGHT HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL
ANGLE OF 40032'09" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.36016'39"W. FOR 27.71 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE NORTHERLY 134.02 FEET ALONG THE ARC OF A COMPOUND CURVE
TO THE RIGHT HAVING A RADIUS OF 665.00 FEET THROUGH A CENTRAL
ANGLE OF 11032'48" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.10014'10"W. FOR 133.79 FEET TO A POINT ON A CURVE;
THENCE NORTHEASTERLY 61.01 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 27.48 FEET
THROUGH A CENTRAL ANGLE OF 12r11 '45" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.42014'03"E. FOR 49.23 FEET TO A POINT ON A CURVE;
THENCE NORTHEASTERLY 289.50 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 120.38 FEET
THROUGH A CENTRAL ANGLE OF 13r47'29" AND BEING SUBTENDED BY A
CHORD WHICH BEARS N.41019'32"E. FOR 224.61 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE NORTHWESTERLY 40.73 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE RIGHT HAVING A RADIUS OF 460.00 FEET THROUGH A
CENTRAL ANGLE OF 05004'25" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.25002'01'W. FOR 40.72 FEET;
THENCE N.22029'48"W., FOR 16.98 FEET TO A POINT OF CURVATURE;
OR: 4296 PG: 1775
16 B5
Page 4 of9
Q:\2005\050036.03.01 Sabal Bay - Lely Canal (CDC)\0008 Sketch and Legal Description\tortoise preserve legal rev 1 08-10-07 .doc
EXHIBIT B
LEGAL DESCRIPTION - CONSERVATION AREA
THENCE NORTHERLY 106.46 FEET ALONG THE ARC OF A TANGENTIAL CURVE
TO THE RIGHT HAVING A RADIUS OF 160.00 FEET THROUGH A CENTRAL
ANGLE OF 38007'26" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.03026'05"W. FOR 104.51 FEET;
THENCE N.15037'38"E., FOR 14.96 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY 35.73 FEET ALONG THE ARC OF A TANGENTIAL CURVE
TO THE RIGHT HAVING A RADIUS OF 460.00 FEET THROUGH A CENTRAL
ANGLE OF 04027'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.1r51'08"E. FOR 35.72 FEET TO A POINT OF REVERSE CURVATURE;
THENCE NORTHERLY 92.04 FEET ALONG THE ARC OF A REVERSE CURVE TO
THE LEFT HAVING A RADIUS OF 110.00 FEET THROUGH A CENTRAL ANGLE OF
4r56'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.03053'40"W.
FOR 89.38 FEET TO A POINT OF REVERSE CURVATURE;
THENCE NORTHERLY 15.79 FEET ALONG THE ARC OF A REVERSE CURVE TO
THE RIGHT HAVING A RADIUS OF 20.00 FEET THROUGH A CENTRAL ANGLE OF
45013'31" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.05015'13'W.
FOR 15.38 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE NORTHEASTERLY 278.16 FEET ALONG THE ARC OF A COMPOUND
CURVE TO THE RIGHT HAVING A RADIUS OF 295.00 FEET THROUGH A
CENTRAL ANGLE OF 54001'27" AND BEING SUBTENDED BY A CHORD WHICH
BEARS N.44022'16"E. FOR 267.97 FEET;
THENCE N.71022'59"E., FOR 617.09 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 40.63 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO
THE RIGHT HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL ANGLE OF
58012'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.79030'52"E.
FOR 38.91 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHEASTERLY 241.17 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET THROUGH A CENTRAL
ANGLE OF 32030'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.66040'06"E. FOR 237.95 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHEASTERLY 57.89 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE RIGHT HAVING A RADIUS OF 40.00 FEET THROUGH A CENTRAL
ANGLE OF 82055'29" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.41027'45"E. FOR 52.97 FEET;
THENCE S.08042'12'W., FOR 66.09 FEET TO A POINT ON A CURVE;
THENCE SOUTHWESTERLY 33.47 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET
THROUGH A CENTRAL ANGLE OF 63055'22" AND BEING SUBTENDED BY A
CHORD WHICH BEARS S.31057'41'W. FOR 31.76 FEET TO A POINT OF REVERSE
CURVATURE;
THENCE SOUTHWESTERLY 206.20 FEET ALONG THE ARC OF A REVERSE
CURVE TO THE LEFT HAVING A RADIUS OF 165.00 FEET THROUGH A CENTRAL
ANGLE OF 71036'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.28007'19"W. FOR 193.04 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE SOUTHERLY 360.22 FEET ALONG THE ARC OF A COMPOUND CURVE
TO THE LEFT HAVING A RADIUS OF 1 ,690.00 FEET THROUGH A CENTRAL
ANGLE OF 12012'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.13047'06"E. FOR 359.54 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHERLY 258.79 FEET ALONG THE ARC OF A REVERSE CURVE TO
THE RIGHT HAVING A RADIUS OF 290.00 FEET THROUGH A CENTRAL ANGLE
OF 51007'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS
OR: 4296 PG: 1776
16 85
Page 5 of9
Q:\2005\050036.03.01 Sabal Bay - Lely Canal (CDC)\0008 Sketch and Legal Description\tortoise preserve legal rev] 08-IO-07.doc
EXHIBIT B
LEGAL DESCRIPTION - CONSERVATION AREA
S.05040'26"W. FOR 250.29 FEET;
THENCE S.31 014'21'W., FOR 479.13 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY 360.07 FEET ALONG THE ARC OF A TANGENTIAL
CURVE TO THE LEFT HAVING A RADIUS OF 165.00 FEET THROUGH A CENTRAL
ANGLE OF 125002'05" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.31 016'42"E. FOR 292.76 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 58.40 FEET ALONG THE ARC OF A NON-
TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 48.35 FEET
THROUGH A CENTRAL ANGLE OF 69012'15" AND BEING SUBTENDED BY A
CHORD WHICH BEARS S.49008'36"E. FOR 54.91 FEET TO A POINT ON A CURVE;
THENCE SOUTHERLY 292.30 FEET ALONG THE ARC OF A NON-TANGENTIAL
CURVE TO THE LEFT HAVING A RADIUS OF 375.09 FEET THROUGH A CENTRAL
ANGLE OF 44038'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS
S.13042'59"E. FOR 284.96 FEET TO A POINT ON THE NORTH LINE OF THE
DRAINAGE EASEMENT DESCRIBED IN OFFICIAL RECORDS BOOK 532, PAGE
120 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE S.88023'16'W., ALONG SAID NORTH LINE, FOR 667.60 FEET;
THENCE S.00013'03"E., FOR 50.01 FEET TO THE SOUTH LINE OF SAID SECTION
19;
THENCE S.88023'16"W., ALONG SAID SOUTH LINE, FOR 250.00 FEET TO THE
POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL.
OR: 4296 PG: 1777
16 B5
CONTAINING 7,702,754 SQUARE FEET OR 176.831 ACRES, MORE OR LESS.
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST QUARTER
OF SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST, AS HAVING AN
ASSUMED BEARING OF S.88023'16'W.
PREPARED BY:
RWA INC.
FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB 6952
~, s:> ~~~
DENNIS A. MILLER
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE NO. LS 5626
\Oll~({J7
DATE
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Page 6 of9
Q:\2005\050036.03,Ol Sabal Bay - Lely Canal (CDC)\0008 Sketch and Legal Description\tortoise preserve legal revl 08-10-07.doc
OR: 4296 PG: 1778
THIS IS NOT A SURVEY
16 B
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REVISED PER COMMENTS 10-17-07
SEE SHEETS 1-6 FOR DESCRIPTION
SEE SHEET 8 FOR LINE AND CURVE TABLES
D'11 ^ INC'~on
CONSULTING Civil~
.&. '" ,.I.. .a. Surveying & Mappin&
DOT8_10_07 CLIENT:
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TITLE:
COLLIER DEVELOPMENT
CORPORATION
TORTOISE PRESERVE AREA
SKETCH OF DESCRIPTION
SCALE:
1" = 400'
DRAWN ey:
1542 Carson Street
Fort Myers, Florida 33901
Phone: (239) 278-5224
FAX: (239) 278-5419
CHECKED BY:
DAM
S;~: ~~: R;~: ~~~~~~050036.03.01 ~~~~ER: 7 OF 9
FILE
NUMBER: 0008 SK PRESERVE
OR: 4296 PG: 1779
THIS IS NOT A SURVEY
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SEE SHEETS 1-6 FOR DESCRIPTION
SEE SHEET 8 FOR LINE AND CURVE TABLES
REVISED PER COMMENTS 10-17-07
0\11 ^ INC'~~on
CONSULTING Civil~
.... "" , ..L .... SUIVeying & ~
008-10-07 CLIENT:
1542 Carson Street
Fort Myers, Rorida 33901
Phone: (239) 278-5224
FAX: (239) 278-5419
SCALE:
1" = 400'
DRAWN BY: TITLE:
GJK
CHECKED BY:
DAM
COLLIER DEVELOPMENT
CORPORATION
TORTOISE PRESERVE AREA
SKETCH OF DESCRIPTION
~~: ~~: R;~: ~~~~EECR~ 050036.03.0 1 ~~~~ER: 8 OF 9
FILE
NUMBER: 0008 SK PRESERVE
LINE TABLE
LINE BEARING LENGTH
L 1 S89" 37'27" W 35.00'
L2 SOO'20'37"W 7.20'
L3 N50'49'30"W 97.78'
L4 S86'02'38"W 136.74'
L5 N03'11 '49" E 103.95'
L6 N04'18'39"E 58.75'
L7 N05'12'53"E 30.00'
L8 N86'21 '53"W 12.57'
L9 S05"44'34"'W 38.07'
L10 S08'46'35"W 35.66'
L11 S03'02'37"W 64.08'
L12 S06"24'17"W 42.59'
L13 S20'38'42"W 15.84'
L14 S87'23'05"W 149.25'
L15 S86'12'27"W 408.11'
L15 S30'32'29"W 27.77'
L17 N22"34'15"W 10.35'
L18 N53"17'42"W 8.88'
L19 N40'55'55"W 27.19'
L20 N02"19'32"E 33.80'
L21 N21'17'36"E 22.58'
L22 N44" 43'28" E 23.31'
L23 N53'54'09" E 24.35'
L24 N42'11'42"E 29.54'
L25 N44'12'03"E 13.27'
L26 NOO'47'04" E 13.42'
L27 N10'32'42"W 14.85'
L28 N22'20'17"W 10.42'
L29 N55'37'12"W 19.62'
L30 N55"29'22"W 30.58'
L31 N73"11 '42"W 28.80'
L32 N54'27'12"W 17.22'
L33 S70'08'54"W 15.90'
L34 S55'41'14"W 37.73'
L35 S24"11'01"W 50.33'
L35 S75'33'57"W 95.15'
L37 N69'23'42"W 152.25'
L38 N39'34'46"W 84.15'
L39 N03'14'58"W 59.73'
L40 N15'37'36"W 67.68'
L41 N02'55'13"W 23.54'
L42 N50"27'45"W 56.08'
L43 N79'05'45"W 48.42'
L44 N74'03'42"W 21.95'
L45 S81'07'24"W 19.53'
L45 S73'30'11"W 33.95'
L47 N51'07'21"W 45.26'
L48 N28'36'40"W 15.74'
L49 N03'09'15"E 18.70'
L50 N59'29'11"W 77.89'
L51 N47"08'44"W 75.75'
L52 N32'05'25"W 87.45'
L53 N43'14'36"W 44.54'
L54 N80'12'19"W 45.95'
L55 N71"54'12"W 45.59'
L56 N81'43'13"W 54.51'
L57 N72"08'15"W 25.33'
L58 S80'48'15"W 32.40'
L59 N72'37'09"W 18.43'
L60 N58'05'02"W 14.26'
L51 N05"24'31"W 35.53'
L62 N05'43'34"E 64.97"
L53 N11'17'31"E 32_55'
L54 N20'32'30"W 185.57'
L65 N49'35'05"W 1 04.43'
L55 N19'11'40" E 157.12'
L57 N35'58'19"E 554.47'
L58 N59'45'11"E 94.01'
L69 N17"33'51"E 218.63'
L70 N55'27'55" E 257.00'
L71 N11'41'11"W 84.70'
L72 N33'02'48" E 99.42'
L73 N28' 45'38" E 113.04'
L74 SOO'20'55" E 282.34'
L75 N41'35'44"E 92.27'
L75 N22'29'48"W 15.98'
L77 N15'37'38"E 14.95'
L78 N71'22'59" E 517.09'
L79 S08'42'12"W 55.09'
L80 S31'14'21"W 479.13'
*** OR: 4296 PG: 1780 ***
THIS IS NOT A SURVEY
1685
CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD CHORD BRG.
C1 65.08' 90.62' 41'09'00" 53.69' N60'11'41"W
C2 89.13' 177.89' 2-8'-42'29" 88.20' N45'01 '04"W
C3 29.83' 265.00' 6'25'33" 29.82' N52'47'35"W
C4 49.68' 624.53' 4'33'28" 49.57' N58'17'05"W
C5 151.52' 6302.08' 1'22'39" 151.52' N25'05'30" E
C5 59.81' 565.00' 7'04'45" 59.75' N28'45'31"E
C7 235.07' 1035.02' 13'00'45" 234.57' N25"48'29"E
C8 121.50' 1068.82' 5'30'48" 121.44' N15'59'22"E
C9 320.27' 800.00' 22'55'15" 318.14' N23'04'48" E
C10 203.48' 1035.00' 11'15'52" 203.16' N28'55'00" E
C11 177.15' 800.00' 12'41'16" 175.79' N29'37'41"E
C12 249.28' 800.00' 17'51'12" 248.27' N44'53'55"E
C13 177 .87' 430.00' 23'42'03" 175.61' N29'24'53" E
C14 140.54' 120.00' 57'09'05" 132.73' N21'53'22"E
C17 62.45' 80.00' 44'43'59" 60.88' N1 0'40'48" E
C18 23.82' 625.09' 2'11'01" 23.82' N25'13'01"E
C19 53.59' 25.37' 1 43' 50' 33" 48.24' S64' 45'59" E
C20 225.51' 925.00' 13"58'28" 225.05' S07"22'11" E
C23 14.96' 40.00' 21'25'19" 14.87' S03'38'45"E
C24 210.55' 230.00' 52"27'09" 203.28' S 19'09' 40" E
C25 64.94' 40.00' 93'01'01" 58.04' N88'05'15"E
C25 37.92' 40.00' 54'18'53" 36.51' N58'45'10"E
C27 212.87' 80.00' 152'27'20" 155.40' N19'40'57"E
C28 28.30' 40.00' 40'32'09" 27.71' N35'15'39"W
C29 134.02' 555.00' 11'32'48" 133.79' N10'14'10"W
C30 51.01' 27.48' 127"11'45" 49.23' N42"14'03" E
C31 289.50' 120.38' 137"47'29" 224.51' N41'19'32"E
C32 40.73' 450.00' 5"04'25" 40.72' N25'02'01"W
C33 105.45' 150.00' 38'07'26" 104.51' N03'26'05"W
C34 35.73' 460.00' 4'27'00" 35.72' N17'51'08"E
C35 92.04' 110.00' 47'55'35" 89,38' N03'53'40"W
C36 15,79' 20.00' 45"13'31" 15.38' N05'15'13"W
C37 278.16' 295.00' 54'01'27" 267.97' N44'22'15"E
C38 40.53' 40.00' 58'12'18" 38.91' S79' 30'52" E
C39 241.17' 425.00' 32"30'45" 237.95' S55" 40'05" E
C40 57.89' 40.00' 82'55'29" 52.97' S41'27'45" E
C41 33.47' 30.00' 63'55'22" 31.75' S31'57'41"W
C42 206.20' 155.00' 71'36'07" 193.04' S28'07'19"W
C43 350.22' 1690.00' 12'12'45" 359.54' S13'47'05"E
C44 258.79' 290.00' 51'07'50" 250.29' S05'40'26"W
C45 360.07' 155.00' 125'02'05" 292.76' S31'15'42" E
C45 58.40' 48.35' 69'12'15" 54.91' S49'08'35" E
C47 292.30' 375.09' 44'38'58" 284.95' S13"42'59"E
REVISED PER COMMENTS 1 0-17-07
SEE SHEETS 1-6 FOR DESCRIPTION
SEE SHEETS 7-8 FOR SKETCH
D\lT^INC.~~on .
CONSULTING Civil~
..&. "" , .I... .... Surveying & ~
1542 Carson Street
Fort Myers, Rorida 33901
Phone: (239) 278-5224
FAX: (239) 278-5419
OATE: CLIENT:
08-10-07
COLLIER DEVELOPMENT
CORPORATION
TORTOISE PRESERVE AREA
SKETCH OF DESCRIPTION
SCALE:
1" = 400'
DRAWN BY:
GJK
TITLE:
CHECKED BY:
DAM
SEC: TWP: RGE: PROJECT 050036 03 01 SHEET 9 9
24 50 27 NUMBER: ." NUMBER: OF
FILE
NUMBER: 0008 SK PRESERVE