Valencia Golf & C Club Phase II
COMMUNITY DEVELOPMENT &
ENVIRONMENTAL SERVICES DIVISION
ENGINEERING SERVICES DEPARTMENT
MEMORANDUM
TO: Sue Filson, Administrative Assistant \ '..
FROM: John R. Houldsworth, Senior Enginee~
DATE: March 23,2005
RE: Va\encia Golf & Country Club, Phase Two
Preliminary Work Authorization
Attached please find a Preliminary Work Authorization for Valencia
Golf & Country Club, Phase Two. This document has been reviewed
by Engineering Review and the County Attorney's Office. Collier
County Resolution No. 93-147 provides for\the administrative approval
of preliminary work authorizations. Please have the Chairman sign
the document and forward to the Clerk's office.
Should you have any questions, please advise.
jrh
cc: Project File
Reading File
PRELIMINARY WORK AUTHORIZATION
THIS AGREEMENT made and entered into this (~-) Ðd day of M.A Q.t J-\. , 20 05 , by
and between the Board of County Commissioners of Collier County, Florida hereinafter referred
to as "County", and Orangetree & Associates, hereinafter referred to as "owner"
RECITALS:
WHEREAS, the County has adopted Collier County Ordinance No. 87-13 known as the
Orangetree PUD Ordinance, hereinafter referred to as the Orangetree PUD; and
WHEREAS, owner represents and warrants it is the record fee title owner of the lands described
in Davidson Engineering Plan set # 04-0022, said legal description attached hereto as Exhibit
"A" and incorporated herein by reference; and
WHEREAS, the South Florida Water Management District has recently reviewed the application
for a surface water management permit for Valencia Golf & C.C. Phase II SFWMD Application
No. 041021-10; and is currently approved; and
WHEREAS, Owner represents that the Preliminary Work Authorization is needed because the
equipment is alreadv mobilized adjacent to the project; and
WHEREAS, Owners represents and warrant that no construction shall occur in environmentally
sensitive area unless the necessary permits and approvals for the construction have been obtained
by the Owner; and
WHEREAS, Owner acknowledges that all requirements of Collier County's Growth
Management Plan and Adequate Public Facilities Ordinance, No. 93-82, will be met prior to
approval of a final subdivision plat, or a final site development plan or building permit, as
appropriate; and
'Q , C5l... Cf+
WHEREAS, Section ;.~ 1.~.é of the Land Development Code establishes a mechanism for
Processing and issuing a Preliminary Work Authorization.
NOW THEREFORE, in consideration of these recitals, the mutual undertakings ofthe parties,
and other good and valuable consideration, it is agreed by the parties hereto as follows:
SECTION 1 - ACKNOWLEDGEMENT
The foregoing recitals are true and correct and are incorporated herein by reference.
Further, it is jointly acknowledged that the execution ofthis Agreement does not
constitute a Development Order or any other final approval by Collier County.
- 1 -
SECTION 2 - IMPROVEMENTS
A. Owner shall be permitted to perform site preparation and construction activities subject to
the conditions, limitations and restriction contained in Section 3 through 7 below, as
follows:
Weare proposing to clear the site. Weare also proposing to start the utility, storm water,
drainage, roadway construction, lighting, landscaping and parking infrastructure. We
wish to start this construction at the time of PPL approval and prior to the plat being
recorded.
The preliminary work detailed in this Section shall be in accordance with plans entitled
Valencia Golf & C.C. Phase II consisting of27 sheets, prepared by Davidson
Engineering Plan set #04-0022, dated August 2004 hereinafter referred to as "The
Preliminary Work". The legal description of the boundaries of the preliminary Work is
shown on the preliminary plat for Valencia Golf & C.C. Phase II consisting of 8 sheets
prepared by Rhodes & Rhodes.
B. Prior to any work being undertaken, owner shall submit to the County complete permit
packages and applicable review and inspection fees for the necessary permits for the
Preliminary Work "Preliminary Work Permits"). These applications are as follows:
1. Valencia Golf & C.C. Phase II, PPL-AR-6775, prepared by Davidson
Engineering, Inc., file number 04-0022, plat prepared by Rhodes and Rhodes,
currently under second review;
2. Valencia Golf & C.C. Phase II, Florida Department of Environmental Protection
Water and Wastewater Construction Applications, currently under review by
Florida Department of Environmental Protection.
3. Valencia Golf & C.C. Phase II, South Florida Water Management District ERP
Modification, application number 041021-10, permit number 11-004l8-S,
currently approved.
SECTION 3 - PERMITS REOUIRED
Issuance of the Preliminary Work permits shall be conditioned upon the following:
A. County staff finding that the application for Preliminary Work Permits are complete and
satisfactory and are ready for scheduling to the Board of County Commissioners for final
plat approval.
B. Owner submitting to the County a copy of the early work permit or actual permit from
the South Florida Water Management District for all matters included in the jurisdiction
of the South Florida Water Management District, which conforms with the Preliminary
Work release plans submitted to the County.
1. Valencia Golf & C.C. Phase II, Florida Department of Environmental Protection
Water and Wastewater Construction Applications, currently under review by
Florida Department of Environmental Protection.
- 2 -
2. Valencia Golf & C.C. Phase II, South Florida Water Management District ERP
Modification, application number 041021-10, permit number 11-004l8-S,
currently approved.
SECTION 4 - APPROVALS
County will issue the Preliminary Work Permits to permit the Preliminary Work prior to
plat approval once conditions "A" and "8" in Section 3 above have been satisfied.
Owner understands and acknowledges that no building permit for habitable structures
within the Valencia Golf & C.C. Phase II until the Valencia Golf & C.C. Phase II plat is
approved and recorded.
SECTION 5 - INDEMNIFICATION
Owner agrees to indemnify and hold County harmless against any and all liability, loss,
damage, or expense from claims or causes of action including attorney's fees and court
costs, resulting from, arising out of, and in connection with Owner's negligence and/or
willful misconduct in the construction of the Preliminary Work under the Preliminary
Work Permits or any challenge by any person or party objecting to the legality or validity
of this Agreement.
SECTION 6 - RESTRICTIONS
This agreement shall be binding upon the parties and is not transferable.
SECTION 7 - LIMITATIONS
This Agreement shall expire thirty (30) days from the date ofthe issuance ofthe
preliminary Work permits if the project's final plat is not submitted to the Board of
County Commissioners for approval pursuant to (:N¡.pk"'" Oof the Land Development
Code, unless the Owner is delayed in having his final plat reviewed by the Board due to
the fault of the County. All work approved by this agreement must cease and not restart
if the plat is not submitted and approved by the Board of County Commissioners within
this authorization period. No work is authorized under this Agreement prior to satisfying
the conditions "A" and "8" in Section 3 ofthis agreement. Any attempt to commence
work prior to issuance of requisite permits shall render all provisions of this agreement
null and void.
By entering into this Agreement the County does not guarantee and Owner can not rely
upon the fact that the project's final plat will be approved upon submission to the Board
of County Commissioners, the Owner is required to comply with all of the provisions and
procedures of the Land Development Code before the final plat can be submitted to the
Board for consideration.
IN WITNESS WHEREOF, the parties have executed this Agreement the day first above
written.
- 3 -
WITNESSES:
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OWNER:/ ~' /
orangetr,ee, &,", sso,ci~ te , ..
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Robeyfu Bollt, Trustee
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PRINT¡;D NAME ~
Þ4{!¡Æ
~VI'¿¡ «Ileer
PRINTED NAME
ACKNOWLEDGMENT
STATE OF FLORIDA
COUNTY OF COLLIER
THE FOREGOING PRELIMINARY WORK AUTHORIZATION WAS ACKNOWLEDGED
BEFORE ME THIS ~ DAY OF f)'YÀ.J CYì , 2005, BY ROBERTO
BOLLT, TRUSTEE OF ORANGETREE & ASSOCIATES, WHO IS PERSº~_~~!:Y KNOWN
TO ME, OR HAS PROCUCED .. AS
IDENTIFICATION.
~'~W~
NOTARY PUBLIC-STATE OF FLORIDA
........... TOCIA EEKS
.*.,.~.f/lif1;< W
~: "J:¡~:1 MY COMMISSION # DD 222661
>;i~~: EXPIRES: July 7,2007
"",P.f,,~'~" Bonded Thru N . rwriters
í()U{L \JJcej\S
PRINTED ~~~'Y}>'t'I' ,
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BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
7uJ..W. ~
~\) \.J .<..cyLEfHAIRM
PEDIO
TY ATTORNEY
-4-
EXHIBIT "A"
Prepared by Rhodes & Rhodes Land Surveying, Inc.
PROPERTY DESCRIPTION
VALENCIA GOLF & C.C. PHASE II
A PORTION OF SECTION 23 & 24, TOWNSHIP LEGAL DESCRIPTION:
PORTION OF SECTION 23 & 24, TOWNSHIP 48 SOUTH, RANGE 27 EAST,
COLLIER COUNTY, FLORIDA, BEING MORE P ARTICULARL Y DESCRIBED AS
FOLLOWS:
BEGIN AT THE SOUTHWEST CORNER OF LOT 1, OF "VALENCIA GOLF AND
COUNTRY CLUB - PHASE I", ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 40, AT PAGE 33 THRU 39, INCLUSIVE OF THE
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE SAME BEING A
POINT ON A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE NORTHWEST, SAID CURVE HAVING A CHORD BEARING
OF S.3l033'09"W. AND A CHORD DISTANCE OF 59.41 FEET; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 40.00 FEET, THROUGH A CENTRAL ANGLE OF
95°54'01" FOR AN ARC DISTANCE OF 66.95 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
SOUTHEAST, SAID CURVE HAVING A CHORD BEARING OF S.68°06'3l "W.
AND A CHORD DISTANCE OF 39.51 FEET; THENCE SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 22°47'19" FOR AN ARC
DISTANCE OF 39.77 FEET TO A POINT OF REVERSE CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE NORTHEAST, SAID
CURVE HAVING A CHORD BEARING OF N.79°44'02"W. AND A CHORD
DISTANCE OF 261.82 FEET; THENCE SOUTHWESTERLY, WESTERLY AND
NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF
87°06'13" FOR AN ARC DISTANCE OF 288.85 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
SOUTHWEST, SAID CURVE HAVING A CHORD BEARING OF N.43°35'28"W.
AND A CHORD DISTANCE OF 108.32 FEET; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 420.00 FEET, THROUGH A CENTRAL ANGLE OF 14°49'04" FOR AN ARC
DISTANCE OF 108.62 FEET TO A POINT OF TANGENCY; THENCE
_^"___'_'~'U..
N.5l000'00"W. FOR A DISTANCE OF 326.31 FEET TO A POINT OF CURVATURE
OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE SOUTH, SAID
CURVE HAVING A CHORD BEARING OF N.76°l4'22"W. AND A CHORD
DISTANCE OF 115.13 FEET; THENCE NORTHWESTERLY AND WESTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 50°28'44" FOR AN ARC
DISTANCE OF 118.94 FEET TO A POINT OF COMPOUND CURVATURE OF A
CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE SOUTHEAST, SAID
CURVE HAVING A CHORD BEARING OF S.27°39'02"W. AND A CHORD
DISTANCE OF 294.78 FEET; THENCE SOUTHWESTERLY AND SOUTHERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF 101°44'29" FOR AN ARC
DISTANCE OF 337.39 FEET TO A POINT OF REVERSE CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST, SAID
CURVE HAVING A CHORD BEARING OF S.22°35'09"E. AND A CHORD
DISTANCE OF 110.72 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF
SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 5000.00 FEET,
THROUGH A CENTRAL ANGLE OF 1°16'07" FORAN ARC DISTANCE OF 110.72
FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE
LEFT, CONCAVE TO THE NORTHEAST, SAID CURVE HAVING A CHORD
BEARING OF S.60058'17"E. AND A CHORD DISTANCE OF 239.24 FEET; THENCE
SOUTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 190.00 FEET, THROUGH A
CENTRAL ANGLE OF 78°02'22" FOR AN ARC DISTANCE OF 258.79 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE SOUTHWEST, SAID CURVE HAVING A CHORD BEARING
OF S.68°37'5l "E. AND A CHORD DISTANCE OF 78.06 FEET; THENCE
EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 75.00 FEET, THROUGH A
CENTRAL ANGLE OF 62°43'13" FOR AN ARC DISTANCE OF 82.10 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE LEFT,
CONCAVE TO THE NORTHEAST, SAID CURVE HAVING A CHORD BEARING
OF S.42°43'22"E. AND A CHORD DISTANCE OF 96.91 FEET; THENCE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 510.00 FEET, THROUGH A CENTRAL ANGLE OF
10°54'15" FOR AN ARC DISTANCE OF 97.06 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE
SOUTHWEST, SAID CURVE HAVING A CHORD BEARING OF S.10007'07"E. AND
A CHORD DISTANCE OF 30.82 FEET; THENCE SOUTHEASTERLY AND
SOUTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS
A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 76°06'44" FOR
AN ARC DISTANCE OF 33.21 FEET TO A POINT OF REVERSE CURVATURE OF
A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE EAST, SAID CURVE
HAVING A CHORD BEARING OF S.20025'4l"W. AND A CHORD DISTANCE OF
135.91 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 520.00 FEET, THROUGH A
CENTRAL ANGLE OF 15°01'06" FOR AN ARC DISTANCE OF 136.30 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE NORTHWEST, SAID CURVE HAVING A CHORD BEARING
OF S.57°08'04"W. AND A CHORD DISTANCE OF 34.87 FEET; THENCE
SOUTHERLY, SOUTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID
CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET, THROUGH A
CENTRAL ANGLE OF 88°25'51" FOR AN ARC DISTANCE OF 38.59 FEET TO A
POINT OF TANGENCY; THENCE N.78°39'01"W. FOR A DISTANCE OF 69.17
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE NORTHEAST, SAID CURVE HAVING A CHORD BEARING
OF N.45°47'03"W. AND A CHORD DISTANCE OF 27.13 FEET; THENCE
WESTERLY AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET, THROUGH A
CENTRAL ANGLE OF 65°43'57" FOR AN ARC DISTANCE OF 28.68 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE LEFT,
CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A CHORD BEARING
OF S.72°33'03"W. AND A CHORD DISTANCE OF 378.81 FEET; THENCE
NORTHWESTERLY, WESTERLY, SOUTHWESTERLY, SOUTHERLY AND
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF
189°03'46" FOR AN ARC DISTANCE OF 626.96 FEET TO A POINT OF
TANGENCY; THENCE S.24°34'5l"E. FOR A DISTANCE OF 40.66 FEET TO A
POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO
THE NORTHEAST, SAID CURVE HAVING A CHORD BEARING OF S.5l036'56"E.
AND A CHORD DISTANCE OF 290.90 FEET; THENCE SOUTHEASTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 54°04'10" FOR AN ARC
DISTANCE OF 301.98 FEET TO A POINT OF TANGENCY; THENCE S.78°39'01 "E.
FOR A DISTANCE OF 135.82 FEET TO A POINT OF CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST, SAID
CURVE HAVING A CHORD BEARING OF S.33°l6'55"E. AND A CHORD
DISTANCE OF 35.58 FEET; THENCE SOUTHEASTERLY AND SOUTHERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°44'13" FOR AN ARC
DISTANCE OF 39.59 FEET TO A POINT OF COMPOUND CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE NORTHWEST, SAID
CURVE HAVING A CHORD BEARING OF S.29°42'46"W. AND A CHORD
DISTANCE OF 169.57 FEET; THENCE SOUTHERLY AND SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 280.00 FEET, THROUGH A CENTRAL ANGLE OF 35°15'09" FOR AN ARC
DISTANCE OF 172.28 FEET TO A POINT OF TANGENCY; THENCE
S.47°l4'25"W. FOR A DISTANCE OF 305.13 FEET TO A POINT OF CURVATURE
OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE NORTHWEST,
SAID CURVE HAVING A CHORD BEARING OF S.59°22'44"W. AND A CHORD
DISTANCE OF 252.34 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF
SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 600.00 FEET,
THROUGH A CENTRAL ANGLE OF 24°16'39" FOR AN ARC DISTANCE OF
254.23 FEET TO A POINT OF TANGENCY; THENCE S.7l03l'04"W. FOR A
DISTANCE OF 255.33 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE LEFT, CONCAVE TO THE EAST, SAID CURVE HAVING A
CHORD BEARING OF S.00012'58"W. AND A CHORD DISTANCE OF 1108.25
FEET; THENCE SOUTHWESTERLY, SOUTHERLY AND SOUTHEASTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 585.00 FEET, THROUGH A CENTRAL ANGLE OF 142°36'11" FOR AN ARC
DISTANCE OF 1456.00 FEET TO A POINT OF TANGENCY; THENCE
S.7l005'07"E. FOR A DISTANCE OF 229.56 FEET TO A POINT OF CURVATURE
OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST,
SAID CURVE HAVING A CHORD BEARING OF S.68°33'26"E. AND A CHORD
DISTANCE OF 11.47 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF
SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 130.00 FEET,
THROUGH A CENTRAL ANGLE OF 5°03'23" FOR AN ARC DISTANCE OF 11.47
FEET TO A POINT OF TANGENCY; THENCE S.66°0l'44"E. FOR A DISTANCE OF
70.27 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE
LEFT, CONCAVE TO THE NORTHEAST, SAID CURVE HAVING A CHORD
BEARING OF S.76°59'46"E. AND A CHORD DISTANCE OF 312.00 FEET;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR
ITS ELEMENTS A RADIUS OF 820.00 FEET, THROUGH A CENTRAL ANGLE OF
21°56'04" FORAN ARC DISTANCE OF 313.92 FEET TO A POINT OF TANGENCY;
THENCE S.87°57'48"E. FOR A DISTANCE OF 148.18 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
NORTH, SAID CURVE HAVING A CHORD BEARING OF N.89°3l '36"E. AND A
CHORD DISTANCE OF 71.82 FEET; THENCE SOUTHEASTERLY ALONG THE
ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 820.00
FEET, THROUGH A CENTRAL ANGLE OF 5°01 '12" FOR AN ARC DISTANCE OF
71.84 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE
TO THE RIGHT, CONCAVE TO THE SOUTH, SAID CURVE HAVING A CHORD
BEARING OF S.85°06'35"E. AND A CHORD DISTANCE OF 136.99 FEET; THENCE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF
15°44'50" FOR AN ARC DISTANCE OF 137.42 FEET TO A POINT OF
TANGENCY; THENCE S.77°l4'10"E. FOR A DISTANCE OF 256.04 FEET TO A
POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO
THE NORTHWEST, SAID CURVE HAVING A CHORD BEARING OF
N.77°l6'20"E. AND A CHORD DISTANCE OF 430.38 FEET; THENCE
SOUTHEASTERLY, EASTERLY AND NORTHEASTERLY ALONG THE ARC OF
SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 500.00 FEET,
THROUGH A CENTRAL ANGLE OF 50°58'59" FOR AN ARC DISTANCE OF
444.91 FEET TO A POINT OF TANGENCY; THENCE N.5l046'5l"E. FOR A
DISTANCE OF 115.48 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE LEFT, CONCAVE TO THE NORTHWEST, SAID CURVE
HAVING A CHORD BEARING OF N.33°l6'46"E. AND A CHORD DISTANCE OF
31.73 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 50.00 FEET, THROUGH A
CENTRAL ANGLE OF 37°00'08" FOR AN ARC DISTANCE OF 32.29 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A CHORD BEARING
OF N.33°52'1O"E. AND A CHORD DISTANCE OF 32.71 FEET; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF
38°10'56" FOR AN ARC DISTANCE OF 33.32 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
NORTHWEST, SAID CURVE HAVING A CHORD BEARING OF N.32°45'56"E.
AND A CHORD DISTANCE OF 417.71 FEET; THENCE NORTHEASTERLY AND
NORTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS
A RADIUS OF 605.00 FEET, THROUGH A CENTRAL ANGLE OF 40°23'24" FOR
AN ARC DISTANCE OF 426.49 FEET TO A POINT OF TANGENCY; THENCE
N.12°34'14"E. FOR A DISTANCE OF 523.35 FEET TO A POINT OF CURVATURE
OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE WEST, SAID
CURVE HAVING A CHORD BEARING OF N.07°30'32"E. AND A CHORD
DISTANCE OF 296.44 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID
CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 1680.00 FEET, THROUGH
A CENTRAL ANGLE OF 10°07'24" FOR AN ARC DISTANCE OF 296.83 FEET TO
A POINT OF TANGENCY; THENCE N.02°26'50"E. FOR A DISTANCE OF 28.21
FEET; THE NEXT DESCRIBED FOUR(4) COURSES AND DISTANCES BEING
ALONG THE WESTERLY LINE OF TRACT "A" OF SAID PLAT OF "VALENCIA
GOLF AND COUNTRY CLUB - PHASE I"; 1) THENCE N.84°30'08"W. FOR A
DISTANCE OF 165.35 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE RIGHT, CONCAVE TO THE NORTHEAST, SAID CURVE
HAVING A CHORD BEARING OF N.4l054'5l"W. AND A CHORD DISTANCE OF
697.02 FEET; 2) THENCE NORTHWESTERLY AND NORTHERLY ALONG THE
ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 515.00
FEET, THROUGH A CENTRAL ANGLE OF 85°10'33" FOR AN ARC DISTANCE OF
765.60 FEET TO A POINT OF TANGENCY; 3) THENCE NOo040'25"E. FOR A
DISTANCE OF 634.01 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE RIGHT, CONCAVE TO THE EAST, SAID CURVE HAVING A
CHORD BEARING OF N.07°l5'58"E. AND A CHORD DISTANCE OF 146.95 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 640.00 FEET, THROUGH A CENTRAL ANGLE OF
13°11'05" FOR AN ARC DISTANCE OF 147.28 FEET TO A POINT ON A NON-
TANGENTIAL LINE; THENCE N.75°59'14"W. ALONG THE SOUTHERLY LINE
OF SAID LOT 1, OF SAID PLAT OF "VALENCIA GOLF AND COUNTRY CLUB-
PHASE I", FOR A DISTANCE OF 125.20 FEET TO THE POINT OF BEGINNING.
LESS AND EXCEPT:
A PORTION OF SECTION 23 & 24, TOWNSHIP 48 SOUTH, RANGE 27 EAST,
COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF LOT 1, OF "VALENCIA GOLF
AND COUNTRY CLUB - PHASE I", ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 40, AT PAGE 33 THRU 39, INCLUSIVE OF THE
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE S.01054'12"W.
FOR A DISTANCE OF 380.74 FEET TO THE POINT OF BEGINNING OF THE
HEREINAFTER DESCRIBED PARCEL OF LAND; THENCE S.09°0l '25"E. FOR A
DISTANCE OF 18.55 FEET; THENCE S.00040'25"W. FOR A DISTANCE OF 139.91
FEET; THENCE S.2l °01 '08"W. FOR A DISTANCE OF 28.76 FEET; THENCE
S.00040'25"W. FOR A DISTANCE OF 243.06 FEET TO A POINT OF CURVATURE
OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE EAST, SAID
CURVE HAVING A CHORD BEARING OF S.04°5l'30"E. AND A CHORD
DISTANCE OF 122.43 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID
CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 635.00 FEET, THROUGH A
CENTRAL ANGLE OF 11 °03'50" FOR AN ARC DISTANCE OF 122.62 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE NORTHWEST, SAID CURVE HAVING A CHORD BEARING
OF S.24°06'47"W. AND A CHORD DISTANCE OF 28.32 FEET; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF
69°00'25" FOR AN ARC DISTANCE OF 30.11 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
SOUTHEAST, SAID CURVE HAVING A CHORD BEARING OF S.56°48'49"W.
AND A CHORD DISTANCE OF 50.34 FEET; THENCE SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 800.00 FEET, THROUGH A CENTRAL ANGLE OF 3°36'22" FOR AN ARC
DISTANCE OF 50.35 FEET TO A POINT ON A NON-TANGENT LINE; THENCE
S.28°47'29"W. FOR A DISTANCE OF 23.26 FEET; THENCE S.52°20'55"W. FOR A
DISTANCE OF 18.17 FEET; THENCE S.5l047'44"W. FOR A DISTANCE OF 21.81
FEET; THENCE S.66°09'11 "W. FOR A DISTANCE OF 34.68 FEET TO ITS
INTERSECTION WITH THE ARC OF A CIRCULAR CURVE TO THE LEFT,
CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A CHORD BEARING
OF S.45°00'24"W. AND A CHORD DISTANCE OF 89.21 FEET; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 800.00 FEET, THROUGH A CENTRAL ANGLE OF
6°23'34" FOR AN ARC DISTANCE OF 89.26 FEET TO A POINT ON A NON-
TANGENT LINE; THENCE S.25°33'17"W. FOR A DISTANCE OF 38.87 FEET;
THENCE S.40047'38"W. FOR A DISTANCE OF 61.38 FEET; THENCE S.48°57'29"W.
FOR A DISTANCE OF 22.43 FEET; THENCE S.32°46'12"W. FOR A DISTANCE OF
616.06 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE
LEFT, CONCAVE TO THE EAST, SAID CURVE HAVING A CHORD BEARING
OF S.02°34'2l "W. AND A CHORD DISTANCE OF 326.94 FEET; THENCE
SOUTHERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 325.00 FEET, THROUGH A
CENTRAL ANGLE OF 60°23'42" FOR AN ARC DISTANCE OF 342.58 FEET TO A
POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE TO THE LEFT,
'-""""-"'''"~--''"
~_._---~-_."_.._~---
CONCAVE TO THE NORTH, SAID CURVE HAVING A CHORD BEARING OF
N.77°33'09"E. AND A CHORD DISTANCE OF 335.54 FEET; THENCE
SOUTHEASTERLY, EASTERLY, NORTHEASTERLY AND NORTHERLY ALONG
THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 176.11
FEET, THROUGH A CENTRAL ANGLE OF 144°36'25" FOR AN ARC DISTANCE
OF 444.47 FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR
CURVE TO THE LEFT, CONCAVE TO THE WEST, SAID CURVE HAVING A
CHORD BEARING OF N.00037'17"E. AND A CHORD DISTANCE OF 100.85 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 625.00 FEET, THROUGH A CENTRAL ANGLE OF
9°15'20" FOR AN ARC DISTANCE OF 100.96 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE
EAST, SAID CURVE HAVING A CHORD BEARING OF N.Olo19'44"W. AND A
CHORD DISTANCE OF 46.72 FEET; THENCE NORTHERLY ALONG THE ARC OF
SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 500.00 FEET,
THROUGH A CENTRAL ANGLE OF 5°21'19" FOR AN ARC DISTANCE OF 46.73
FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE TO
THE RIGHT, CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A CHORD
BEARING OF N.45°28'08"E. AND A CHORD DISTANCE OF 62.65 FEET; THENCE
NORTHERLY, NORTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID
CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 45.00 FEET, THROUGH A
CENTRAL ANGLE OF 88°14'25" FOR AN ARC DISTANCE OF 69.30 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE LEFT,
CONCAVE TO THE NORTH, SAID CURVE HAVING A CHORD BEARING OF
N.79°23'14"E. AND A CHORD DISTANCE OF 123.98 FEET; THENCE EASTERLY
AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF
20°24'13" FOR AN ARC DISTANCE OF 124.64 FEET TO A POINT OF
COMPOUND CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE
TO THE NORTHWEST, SAID CURVE HAVING A CHORD BEARING OF
N.56°l7'00"E. AND A CHORD DISTANCE OF 33.49 FEET; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF
25°48'15" FOR AN ARC DISTANCE OF 33.78 FEET TO A POINT OF COMPOUND
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
NORTHWEST, SAID CURVE HAVING A CHORD BEARING OF N.29°11'37"E.
AND A CHORD DISTANCE OF 113.83 FEET; THENCE NORTHEASTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 232.22 FEET, THROUGH A CENTRAL ANGLE OF 28°22'29" FOR AN ARC
DISTANCE OF 115.01 FEET TO A POINT OF COMPOUND CURVATURE OF A
CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE WEST, SAID CURVE
HAVING A CHORD BEARING OF N.05°0l'09"E. AND A CHORD DISTANCE OF
17.34 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 50.00 FEET, THROUGH A
CENTRAL ANGLE OF 19°58'26" FOR AN ARC DISTANCE OF 17.43 FEET TO A
POINT OF TANGENCY; THENCE N.04°58'04"W. FOR A DISTANCE OF 142.53
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE EAST, SAID CURVE HAVING A CHORD BEARING OF
N.05°52'26"E. AND A CHORD DISTANCE OF 18.81 FEET; THENCE NORTHERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 21°41'00" FOR AN ARC
DISTANCE OF 18.92 FEET TO A POINT OF COMPOUND CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE SOUTHEAST, SAID
CURVE HAVING A CHORD BEARING OF N.32°43'58"E. AND A CHORD
DISTANCE OF 206.58 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF
SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 374.33 FEET,
THROUGH A CENTRAL ANGLE OF 32°02'03" FOR AN ARC DISTANCE OF
209.29 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE
TO THE LEFT, CONCAVE TO THE NORTHWEST, SAID CURVE HAVING A
CHORD BEARING OF N.44°00'42"E. AND A CHORD DISTANCE OF 17.76 FEET;
THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR
ITS ELEMENTS A RADIUS OF 107.50 FEET, THROUGH A CENTRAL ANGLE OF
9°28'35" FOR AN ARC DISTANCE OF 17.78 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE
SOUTH, SAID CURVE HAVING A CHORD BEARING OF N.86°4l'58"E. AND A
CHORD DISTANCE OF 103.10 FEET; THENCE NORTHEASTERLY, EASTERLY
AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF
94°51'07" FOR AN ARC DISTANCE OF 115.88 FEET TO A POINT OF REVERSE
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
NORTHEAST, SAID CURVE HAVING A CHORD BEARING OF S.55°l0'44"E. AND
A CHORD DISTANCE OF 205.33 FEET; THENCE SOUTHEASTERLY ALONG
THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 635.00
FEET, THROUGH A CENTRAL ANGLE OF 18°36'32" FOR AN ARC DISTANCE
OF 206.24 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR
CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST, SAID CURVE
HAVING A CHORD BEARING OF S.25°57'23"E. AND A CHORD DISTANCE OF
161.95 FEET; THENCE SOUTHEASTERLY AND SOUTHERLY ALONG THE ARC
OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 130.00 FEET,
THROUGH A CENTRAL ANGLE OF 77°03'14" FOR AN ARC DISTANCE OF
174.83 FEET TO A POINT OF TANGENCY; THENCE S.12°34'14"W. FOR A
DISTANCE OF 591.58 FEET TO A POINT OF CURVATURE OF A CIRCULAR
CURVE TO THE RIGHT, CONCAVE TO THE NORTHWEST, SAID CURVE
HAVING A CHORD BEARING OF S.32°1O'32"W. AND A CHORD DISTANCE OF
204.68 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 305.00 FEET, THROUGH A
CENTRAL ANGLE OF 39°12'37" FOR AN ARC DISTANCE OF 208.73 FEET TO A
POINT OF TANGENCY; THENCE S.5l046'5l"W. FOR A DISTANCE OF 189.15
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE NORTH, SAID CURVE HAVING A CHORD BEARING OF
S.77°l6'20"W. AND A CHORD DISTANCE OF 154.94 FEET; THENCE
SOUTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 180.00 FEET, THROUGH A
CENTRAL ANGLE OF 50°58'59" FOR AN ARC DISTANCE OF 160.17 FEET TO A
POINT OF TANGENCY; THENCE N.77°44'10"W. FOR A DISTANCE OF 256.04
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT,
CONCAVE TO THE SOUTH, SAID CURVE HAVING A CHORD BEARING OF
N.85°06'35"W. AND A CHORD DISTANCE OF 224.66 FEET; THENCE WESTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 820.00 FEET, THROUGH A CENTRAL ANGLE OF 15°44'50" FOR AN ARC
DISTANCE OF 225.37 FEET TO A POINT OF REVERSE CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE NORTH, SAID CURVE
HAVING A CHORD BEARING OF S.89°3l'36"W. AND A CHORD DISTANCE OF
43.79 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, HAVING
FOR ITS ELEMENTS A RADIUS OF 500.00 FEET, THROUGH A CENTRAL
ANGLE OF 5°01'12" FOR AN ARC DISTANCE OF 43.81 FEET TO A POINT OF
TANGENCY; THENCE N.87°57'48"W. FOR A DISTANCE OF 148.18 FEET TO A
POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE
TO THE NORTHEAST, SAID CURVE HA VING A CHORD BEARING OF
N.76°59'46"W. AND A CHORD DISTANCE OF 190.25 FEET; THENCE WESTERLY
AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF
21°56'04" FOR AN ARC DISTANCE OF 191.41 FEET TO A POINT OF
TANGENCY; THENCE N.66°0l'44"W. FOR A DISTANCE OF 70.27 FEET TO A
POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO
THE SOUTHWEST, SAID CURVE HAVING A CHORD BEARING OF
N.68°33'26"W. AND A CHORD DISTANCE OF 39.70 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 450.00 FEET, THROUGH A CENTRAL ANGLE OF
5°03'23" FOR AN ARC DISTANCE OF 39.71 FEET TO A POINT OF TANGENCY;
THENCE N.7l005'07"W. FOR A DISTANCE OF 229.56 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE
EAST, SAID CURVE HAVING A CHORD BEARING OF N.00012'58''E. AND A
CHORD DISTANCE OF 502.03 FEET; THENCE NORTHWESTERLY,
NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE
HAVING FOR ITS ELEMENTS A RADIUS OF 265.00 FEET, THROUGH A
CENTRAL ANGLE OF 142°36'11" FOR AN ARC DISTANCE OF 659.56 FEET TO A
POINT OF TANGENCY; THENCE N.7l03l'04"E. FOR A DISTANCE OF 269.04
FEET TO A POINT CURVATURE OF A CIRCULAR CURVE TO THE LEFT,
CONCAVE TO THE NORTHWEST, SAID CURVE HAVING A CHORD BEARING
OF N.65°11'19"E. AND A CHORD DISTANCE OF 187.41 FEET; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 850.00 FEET, THOROUGH A CENTRAL ANGLE OF
12°39'30" FOR AN ARC DISTANCE OF 187.79 FEET TO A POINT OF COMPOUND
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
NORTHWEST, SAID CURVE HAVING A CHORD BEARING OF N.49°23'10"E.
AND A CHORD DISTANCE OF 98.75 FEET; THENCE NORTHEASTERLY ALONG
THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 300.00
"-"^-^'-'^'~' .- -'-,..,-. -~~"
FEET, THROUGH A CENTRAL ANGLE OF 18°56'47" FOR AN ARC DISTANCE
OF 99.20 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR
CURVE TO THE RIGHT, CONCAVE TO THE SOUTHEAST, SAID CURVE
HAVING A CHORD BEARING OF N.54°39'25"E. AND A CHORD DISTANCE OF
101.80 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 200.00 FEET, THROUGH A
CENTRAL ANGLE OF 29°29'17" FOR AN ARC DISTANCE OF 102.93 FEET TO A
POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE LEFT,
CONCAVE TO THE NORTHWEST, SAID CURVE HAVING A CHORD BEARING
OF N.54°44'58"E. AND A CHORD DISTANCE OF 161.88 FEET; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS
ELEMENTS A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF
29°18'12" FOR AN ARC DISTANCE OF 163.66 FEET TO A POINT OF TANGENCY;
THENCE N.40005'52"E. FOR A DISTANCE OF 310.99 FEET TO A POINT OF
CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE
NORTHWEST, SAID CURVE HAVING A CHORD BEARING OF N.14°57'15"E.
AND A CHORD DISTANCE OF 212.44 FEET; THENCE NORTHEASTERLY
ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS
OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 50°17'13" FOR AN ARC
DISTANCE OF 219.42 FEET TO A POINT OF REVERSE CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE EAST, SAID CURVE
HAVING A CHORD BEARING OF N.05°34'42"E. AND A CHORD DISTANCE OF
135.87 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 250.00 FEET, THROUGH A
CENTRAL ANGLE OF 31°32'07" FOR AN ARC DISTANCE OF 137.60 FEET TO A
POINT OF TANGENCY; THENCE N.19°5l'37"E. FOR A DISTANCE OF 336.13
FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT,
CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A CHORD BEARING
OF N.50056'23"E. AND A CHORD DISTANCE OF 25.81 FEET; THENCE
NORTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CURVE,
HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET, THROUGH A
CENTRAL ANGLE OF 62°09'32" FOR AN ARC DISTANCE OF 27.12 FEET TO A
POINT OF TANGENCY; THENCE N.82°0l'09"E. FOR A DISTANCE OF 94.20
FEET; THENCE N.83°09'49"E. FOR A DISTANCE OF 73.53 FEET TO THE POINT
OF BEGINNING.
ALL OF THE ABOVE DESCRIBED LANDS SITUATED, BEING AND LYING IN
COLLIER COUNTY, FLORIDA AND CONTAINING 2,875,466.28 SQUARE FEET
AND/OR 66.01 ACRES MORE OR LESS
EXHIBIT "B"
VALENCIA GOLF & C.C. PHASE II
STATUS OF APPLICATIONS
AGENCY
STATUS
Collier County:
PPL........................ .................................... .............. ...under second review
SFWMD:
ERP Modification................................................... ..... ...approved
FDEP:
Water and Wastewater General Permit..............................under first review