Laurel Lakes Phases 2 & 3COMMUNITY DEVELOPMENT &
ENVIRONMENTAL SERVICES DIVISION
ENGINEERING REVIEW SECTION
MEMORANDUM
TO: S~e Filson, Administrative Assistant
FROM' John R. Houldsworth, Senior Engineer
DATE: July 31, 2002
RE:
Laurel Lakes Phases Two & Three
Preliminary Work Authorization
Attached please find a Preliminary Work Authorization for Laurel
Lakes Phases Two & Three. This document has been reviewed by
Engineering Review and the County Attorney's Office. Collier County
Resg[~~7.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
CCZ
Project File
Reading File
PRELIMINARY WORK AUTHORIZATION
THIS AGREEMENT made and entered into this ~ day of ~. tAKa La. fiT-, 2002, by and
Between the Board of County Commissioners of Collier County, Florida hereinafter referred to as
"County", and Minanis, Inc. , hereinafter referred to as "owner".
RECITALS:
WHEREAS, the County has adopted Collier County Ordinance No. 94 - 63 known as the
Laurelwood Planned Unit Development Ordinance, hereinafter referred to as the Laurelwood PUD;
and
WHEREAS, owner represents and warrants it is the record fee title owner of the lands described in
O.R. Book 2468 Page 1933, said legal description attached hereto as Exhibit "A" and incorporated
herein by reference; and
WHEREAS, the South Florida Water Management District has previously issued a surface water
Management permit for Laurelwood PUD, SFWMD Permit No. 11 - 01756 - P; and
WHEREAS, Owner represents that the Preliminary Work Authorization is needed because
Phase One has been previously completed, Phase Two and Phase Three of the project are behind
schedule, the construction plans are approved, and the plats are in the process of being filed; and
WHEREAS, Owner represents and warrants 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 ora f'mal
subdivision plat, or a final side development plan or building permit, as appropriate; and
WHEREAS, Section 3.2.7.3.6 of the Land Development Code establishes a mechanism for
processing and issuing a Preliminary Work Authorization.
NOW THEREFORE, in consideration of the premises, the mutual undertakings of the 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 of this Agreement does not constitute a Development Order
or any other final approval by Collier County.
SECTION 2 - IMPROVEMENTS
A. Owner shall be permitted to perform site preparation and construction activities subject to the
conditions, limitations and restrictions contained in Sections 3 through 7 below, as follows:
Construction of site improvements including grading and drainage, roadways, sidewalks,
utilities, landscaping and earthwork.
The preliminary work detailed in this Section shall be in accordance with plans entitled Site
Construction Plans for Phase Two and Three at Laurelwood, a PUD consisting of 14 sheets,
prepared by American Engineering Consultants, Inc. dated 7/17/02 hereinafter referred to as "The
Preliminary Work". The legal description of the boundaries of the Preliminary Work is shown on
the preliminary plat for Laurel Lakes Phase Two and Phase Three ofLaurelwood, a PUD.
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:
PPL application with Construction Plans and Phase Two and Phase Three Plats
FDEP Water and Sewer Permit applications
SECTION 3 -PERMITS REQUIRED
Issuance of the Preliminary Work permits shall be conditioned upon the following:
ao
County staff finding that the applications for Preliminary Work Permits are complete and
satisfactory and are ready for scheduling to the Board of County Commissioners for final plat
approval.
bo
Owner submitting to the County a copy of the early work permit fi:om the South Florida Water
Management District for all matters included in the jurisdiction of the South Florida Water
Management District, w~ltich conforms with the Preliminary Work release plans submitted to
the County.
SECTION 4 - APPROVALS
County will issue the Preliminary Work Permits to permit the Preliminary Work prior to plat
approval once conditions in Section 3 above have been satisfied. Owner understands and
acknowledges that no building permit for habitable structures within Laurel Lakes Phase Two at
Laurelwood, a PUD until the Laurel Lakes Phase Two at Laurelwood, a PUD plat is approved and
recorded; and no building permit for habitable structures within Laurel Lakes Phase Three at
Laurelwood, a PUD until the Laurel Lakes Phase Three at Laurelwood, a PUD 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 fi:om 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.
(2)
SECTION 7 - LIMITATIONS
This Agreement shall expire thirty (30) days from the date of the issuance of the preliminary
Work permits if the project's final plat is not submitted to the Board of County Commissioners for
approval pursuant to Division 3.2 of 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 (Reference applicable Conditions by Letter) in Section
3 of this 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.
WitnessU ,--...d"
M .ec n in.k. e ,
Printed~ame
ess - : I . ~-
Print~ :d Nam~' i~
Assist~t Coun~ Attorney
/ff ,~/,~(Ov~ner)-
Pri~{ed name and Title
Board of County Commissioners
of Collier C3~unty, Florida
(Appropriate Notary Block for Owner)
(3)
EXHIBIT "A"
JUL 25 ~002 10:~9 ~R RKMC 9~1 215 1970 TO 96~9711~ P.~×~4
RECEIVED DATE ' 07/25 10'44'02 FROM :9412131970
JUL ~5 ~002 10:49 FR RKMC 941 ~15 1970 TO 9649711~ P.0~×04
RECEIVED DATE ' 07/25 10:44'02 FROM '9412131970
JUL ~5 ~00~ 10:~9 ~R RKMC 9~1 213 1970 TO 96~9711~ P.0~×0~
EXHIBIT "A"
THE ~ ONE-HAlF (E 1/2) OF THE NORTHWEST QUARTER (MW 1/4)
OF SECTION ;~'/, TOWNSHIP 4~ SOUTH, It=~,NOE 26 EAST, COLLIER
COUN'I'Y,'FLO~IDA ~ AND ~C~FI'ING~ NORTH I~) I~gET AND
W~IICH IS MORE PARTICULARLY DF.,SCEIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORN]~ OF SAID
Sl~'flON 27; THI~CE SOUTH 89'16'56' EAST ALONG THE
NORTH LtNE OF SAID SECTION, A DISTANCE OF 2,640
FEET TO TH~ NORTH QUARTER COR~ER; THEN SOUTH
01-31'21~ p.~ ALONO THE NORTH QUARTER ~,
DISTANCE OF 150. I1 FEET TO TF~E POINT OF B~INNING;
THI~CE CONTINUING SOUTHERLY ALONO SAID
QUARTER ta2~E, A DISTANCE OF 2,526.84 FEET TO THE
CENTER OF SAID SECTION 27; THENCE NORTH 89* 13'$9"
WEST ALONO Tile WF~qT QUARTER LINE. A DISTANCE OF
1,$20.59 FEET; THENCE NORTH 01'31'14" WF~T ALONG
THE ~ LINE OF THE ABOVE MF~TION~D EAST ONE-
HALF (E. I/2), A DISTANCE OF 2,$2~,'~0 FEET;
SOUTH 89'16:~S~ EAST, A DISTANCE OF !,$20;46 FEL~ TO
THE POINTOF
TH~ REARINGS USI~ FOR THIS DESCRIPTION ARE BASED
UPON AN ASSUMED BEARING OF SOUTH ~9'16'56" EAST
FOR THE NORTH LINE OF THE AFORF-.SAID SF.~'"'TION 27.
RECEIVED DATE ' 0?/25 10:45'02 FROM :9412131970
** TOTRL PRGE.04 **
American Engineering
Consultants, Inc.
790 Harbour Drive
Naples, Florida 34103
941-649-1551 · FAX 941-649-7112
PROPERTY DESCRIPTION
(PHASE TWO)
BEING A PARCEL OF LAND THAT, IS LYING WITHIN THE EAST ONE-HALF (EAST 1/2) OF THE
NORTHWEST QUARTER (NW 1/4) OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER
COUNTY, FLORIDA AND WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 27; THENCE SOUTH 89 DEGREES 16
MINUTES 56 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION, A DISTANCE OF 2640.90 FEET
TO THE NORTH QUARTER CORNER; THENCE SOUTH 1 DEGREE 31 MINUTES 21 SECONDS EAST ALONG
THE NORTH QUARTER LINE, A DISTANCE OF 1676.03 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING SOUTHERLY ALONG SAID LINE, A DISTANCE OF 1000.93 FEET TO THE CENTER OF SAID
SECTION; THENCE NORTH 89 DEGREES 13 MINUTES 59 SECONDS WEST ALONG THE WEST QUARTER
LINE, A DISTANCE OF 1320.59 FEET TO THE INTERSECTION OF THE WEST LINE OF THE AFORESAID
EAST ONE-HALF ( El/2 ); THENCE NORTH 1 DEGREE 31 MINUTES 14 SECONDS WEST ALONG SAID'.
WEST LINE, A DISTANCE OF 862.95 FEET; THENCE NORTH 88 DEGREES 28 MINUTES 46 SECONDS EAST,
A DISTANCE OF 135.00 FEET; THENCE NORTH 1 DEGREE 31 MINUTES 14 SECONDS WEST, A DISTANCE
OF 16.51 FEET; THENCE NORTH 88 DEGREES 28 MINUTES 46 SECONDS EAST, A DISTANCE OF 174.19
FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE EAST, HAVING A
RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 23 DEGREES 37 MINUTES 18 SECONDS, AND A CHORD
OF 20.47 FEET BEARING SOUTH 10 DEGREES 17 MINUTES 25 SECONDS WEST; THENCE SOUTHERLY
ALONG SAID CURVE, A DISTANCE OF 20.61 FEET; THENCE SOUTH 1 DEGREE 31 MINUTES 14 SECONDS
EAST, A DISTANCE OF 97.47 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE
TO THE NORTHEAST, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 45 DEGREES 00
MINUTES 00 SECONDS; THENCE SOUTHEASTERLY ALONG SAID CURVE, A DISTANCE OF 39.27 FEET;
THENCE SOUTH 43 DEGREES 28 MINUTES 46 SECONDS WEST, A DISTANCE OF 10. I0 FEET; THENCE
SOUTH 88 DEGREES 28 MINUTES 46 SECONDS WEST, A DISTANCE OF 127.50 FEET; THENCE SOUTH 1
DEGREE 31 MINUTES 14 SECONDS EAST, A DISTANCE OF 297.50 FEET; THENCE NORTH 88 DEGREES 28
MINUTES 46 SECONDS EAST, A DISTANCE OE 120.00 FEET; THENCE SOUTH 46 DEGREES 31 IVHNUTES 22
SECONDS EAST, A DISTANCE OF 20.71 FEinT TO THE POINT OF CURVATURE OF A NON-TANGENT
CURVE, CONCAVE TO THE EAST, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 44
DEGREES 59 MINUTES 52 SECONDS, AND A CHORD OF 38.27 FEET BEARING SOUTH 20 DEGREES 58
MINUTES 42 SECONDS WEST; THENCE SOUTHERLY ALONG SAID CURVE, A DISTANCE OF 39.27 FEET;
THENCE SOUTH 1 DEGREE 31 MINUTES 14 SECONDS EAST, A DISTANCE OF 30.86 FEET TO THE POINT
OF CURVATURE OF A TANGENT CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 50.00
FEET AND A CENTRAL ANGLE OF 87 DEGREES 42 MINUTES 45 SECONDS; THENCE SOUTHEASTERLY
ALONG SAID CURVE, A DISTANCE OF 76.54 FEET; THENCE SOUTH 89 DEGREES 13 MINUTES 59
SECONDS EAST, A DISTANCE OF 610.01 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE,
CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 92
DEGREES 17 MINUTES 22 SECONDS; THENCE NORTHEASTERLY ALONG SAID CURVE, A DISTANCE OF
SHEET 1 OF 3_
80.54 FEET; THENCE NORTH I DEGREE 31 MINUTES 21 SECONDS WEST, A DISTANCE OF 502.47 FEET TO
THE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE TO THE SOUTHWEST, HAVING A
RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 47 DEGREES 43 MINUTES 35 SECONDS; THENCE
NORTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 41.65 FEET; THENCE NORTH 33 DEGREES 54
MINUTES 32 SECONDS EAST, A DISTANCE OF 28.23 FEET; '~rIENCE NORTH I DEGREE 31 MINUTES 21
SECONDS WEST, A DISTANCE OF 110.00 FEET; THENCE NORTH 88 DEGREES 28 M1NUTES 39 SECONDS
EAST, A DISTANCE OF 95.00 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE
TO THE SOUTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES 00
MINUTES 00 SECONDS; THENCE SOUTHEASTERLY ALONG SAID CURVE, A DISTANCE OF 39.27 FEET;
THENCE NORTH 88 DEGREES 28 MINUTES 39 SECONDS EAST, A DISTANCE OF 50.00 FEET; THENCE
SOUTH 1 DEGREE 31 MINUTES 21 SECONDS EAST, A DISTANCE OF 16.02 FEET; THENCE NORTH 88
DEGREES 28 MINUTES 39 SECONDS EAST, A DISTANCE OF 135.00 FEET TO THE POINT OF BEGINNING;
SAID DESCRIBED TRACT CONTAINING 17.44 ACRES, MORE OR LESS.
SUBJECT TO ANY EASEMENTS, RESTRICTIONS AND/OR ENCUMBRANCES OF RECORD.
THE BEARINGS USED FOR THIS DESCRIPTION ARE BASED LIt~N AN ASSUMED BEARING OF SOUTH 89
DEGREES 16 MINUTES 56 SECONDS EAST FOR THE NORTH LINE OF THE AFORESAID SECTION 27.
PREPARED BY:
AMERICAN ENGINEERING CONSLq~TANTS, INC.
T, ALAN NEAL
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA REG. #4656
SHEET _2 OF 3
28 .27 ~ ~40'IK)'~ I~dP. 4a S., RNn 2~ E. T~4,. 48 S., P.~G. 2a E.
IMMOKALEE ROAD C,U~A. ~q. ~m (mo, mw)
UHE TABL~ . CURVE T)~LE~ i
UNE LENGIH BEARING CUR%'E RADIUS D~.TA LENGTH CHORD CHORO BEARING I
L1 1~;.5' NGl'31'14'W Ct 50.00' 23'37'18' 20.81 20.47' S~0'17'25'W
: L2 '174.15 N&~2B°48'E C2 50.00' 45"0G'l~3' 39.27 ,]~.27' S24'01't 4'E
I L~ 97.4'; SO1'31'14'E C5 50.OO' 44-'~9'52' 39.27 ~L~7' S'~O'5~' ~.2"w
LI1 50.IM S01o3ltt 4'E C6 50.00' 87'42'4~5" 76,5,4 69.29' S4~"22'37'F
L~3 tO. lC 543'28'46"'W
L2S 28.2.~N33'54'32"E
( LAUREL LAKES PHAEE ONE
AT LAURELWOOD, A P. LLD.
P. IL 83, PAGE8 81-36
~ LAUREL LAKE8 PHASE Ot~E LAUREL LAKE8 ~7~....~.-eL~0 ,-
AT LAUflELWOOO, A PJ, J.D. PHA8E THREE c~ .. ........... . ."~'~... "~ L~2
· '.'~r'~'~?~.-.' .'.'.-.'.'.'.-. '. v/.'.'.' .'.'.'. ~..-.'.-.-.........-...-...-...-...-.....,...-.-.....-.....
· .........' .'.'.'.-.'.'.', '. '. '.'.' ~t~'~v,'~'W ~/ -- '.'.'......................................................
..................
· .'.' ' · ' · ~ ' ·" · ' ' ' 'd~
~ DENOTES SUBJECT PROPERTY '"'"*-""'""*'"-*"-'"'""""'-'"'"'-"""'"~
...... . .... . .... ...............,............,...,..............,...,......=
~ ................. ~o.~ ~ NOI ^ SURVEY. SKEICH OF' ............................
~ I'. '. '. '-'~v.v.v.v.'. '. '. '. :~6'~'[-. ~ v.v. '. '. '. v .'.'. '. '. v.v. '. '. '. v.v. '. '. v.v
.. ... .... . .. .. . .. .. .. . ~. .... . . . .... . .. .. ... .. .. .. . .... . .. ..... .. .. .. . .. .. .. . '... .. . . . . . . .. .. .. . .. .. .. . ... . .. .. .. ..~. .. .LAUI~. l2M~8 .. ....' .. ..... .. .. ..... .. . ...... . ...... . .... ... .. .. .. ... .. .. ........ ..... .. . . '.'. ................
"~;~*~ ~;~E ~:'h~ ;~ ~:~;~.E.i.i~> v.......v.v.........v...v.............v....~........v.v.....................v.....v.v.v.v...v...........¥...v.v.v.....v.v.v...v.v....
· y~, ~u~..~. 88{L ;~.,~ ................................................. -' ........................ 'r~...48'.q.2.'mqg2.~i~'~,'-¥.'..'.'.'.'.'.'.'.','.'.'.'.'.'.'.'.-,'.
N89'13'59'W ' ~ .....................
CEN1TcR OF
1Ye'P. 48
UHE TABLE
UNE: LF..NG'IH BEARING
L1 16.~' NOt '~1'14'W
L2 174.1$N~'2B°4E"E
I~ 97.41 S01-~11'14'E
LI1 ..%0.Be S01o31~14"E
L~O 5O.(X:
L21 16.~ SO1'31'21'E
L23 iD. lCS43,'28'46'W
L24 20.'7!
L2S 28.2.~N33'54'32"E
. CURVE TABLE
CURVE RAOIUS OELTA LENGTH CHORD CHORO BEARING I
ct 5o. oo'2.1'2i7'18' 20.81 20.47' St 0'17'25'W
C2 50.~0' 45'00'00'39.27 ..18.27'S24'01'14'E
C6 50.00' 87'42'4~5' 76,5,4 69.2B' S4~"22'57'[
C7 50.00' 92't 7'22" B0.54 72.11° N44'37'20'E
C8 50.00' 47'4.3'35' 41.65 40.4~' N25'23'O~'w
Ct6 25.00' Illyo0'~o' ! 39.27 .~5. 311' ~46'51 ':~1 '1~
SKETCH OF PROPERTY DESCRIPTION
NOT TO SCALE
SHEET ~ OF .~
American Engineering
Consultants, Inc.
790 Harbour Drive
Naples, Florida 34103
941-649-1551 · FAX 941-649-7112
PROPERTY DESCRIPTION
(PUASE TURE , ),
BEING TWO PARCELS OF LAND 'IltAT ARE LYING WITIIIN THE FAST ONE-ItALF (,EAST 1/2) OF THE
NORTHWEST QUARTER (NW 1/4) OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA AND WHICIt ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT TI~ NORTHWEST CORNER OF SAID SECTION 27; THENCE SOUTH 89 DEGREES 16
MINUTES 56 SECONDS EAST ALONG TIFE NORTH LINE OF SAID SECTION, A DISTANCE OF 2640.90 FEET TO
THE NORTH QUARTER CORNER; TIlENCE SOU'IIt 1 ~DEGREE 31 MINUTES 21 SECONDS ,EAST ALONG THE
NORTH QUARTER LINE, A DISTANCE OF 1676.03 FEET TO POINT "A" (FUTURE REFERENCE); 'DIENCE SOUTH
88 DEGREES 28 MINIJTES 39 SECONDS WEST, A DISTANCE OF 135.00 FEET; THENCE NORTI-I 1 DEGREE 31
MINUTES 21 SECONDS WEST, A DISTANCE OF 16.02 FEET; THENCE SOUTH 88 DEGREES 28 MINUTES 39
SECONDS WEST, A DISTANCE OF 50.00 FEET TO TIlE POINT OF CURVATURE OF A NON-TANGENT CURVE,
CONCAVE TO THE SOUTHWEST, IIAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90 DEGREES 00
MINIJTES 00 SECONDS, AND A CtlORD OF 35.36 FEET BEARING NORTH 46 DEGREES 31 MINUTES 21 SECONDS
WEST; T}~NCE NORTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 39.27 FEET TO THE END OF THE
CURVE, SAID POINT BEING 'DIE POINT OF BEGINNING; q~IENCE SOUTH 88 DEGREES 28 MINUTES 39
SECONDS WEST, A DISTANCE OF 95.00 FEET; THENCE SOUTH 1 DEGREE 31 MINUTES 21 SECONDS EAST, A
DISTANCE OF 110.00 FEET; TIIENCE SOUTIt 33 DEGREES 54 MINUTES 32 SECONDS WEST, A DISTANCE OF
28.23 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE SOUTH, HAVING
A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 42 DEGREES 16 MINUTES 25 SECONDS, AND A CHORD OF
36.06 FEET BEARING NORTH 70 DEGREES 23 MINUTES 08 SECONDS WEST; THENCE WESTERLY ALONG SAID
CURVE, A DISTANCE OF 36.89 FEET; 'DIENCE SOUq~t 88 DEGREES 28 MINUTES 39 SECONDS WEST, A
DISTANCE OF 400.00 FEET; TIIENCE SOUTII 89 DEGREES 18 MINUTES 47 SECONDS WEST, A DISTANCE OF
123.77 FEET TO TIlE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE TO TIlE NORTHEAST,
HAVING A RADIUS OF 67.08 FEET AND A CENTILAL ANGLE OF 46 DEGREES 57 MINUTES 32 SECONDS;
THENCE NORTItWESTERLY ALONG SAID CURVE, A DISTANCE OF 54.98 FEET TO TIlE POINT OF CURVATI.,rRE
OF A REVERSE CURVE, CONCAVE 'FO THE SOUTIt, I-LAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
68 DEGREES 30 MINUTES 40 SECONDS, AND A CHORD OF 56.29 FEET BEARING NORTH 77 DEGREES 59
MINUTES 01 SECOND WEST; TIlENCE WESTERLY ALONG SAID CURVE, A DISTANCE OF 59.79 FEET; THENCE
NORTtt 22 DEGREES 14 MINUTES 21 SECONDS WEST, A DISTANCE OF 48.93 FEET; TI-FENCE NORTH 1 DEGREE
31 MINUTES 14 SECONDS WEST, A DISTANCE OF 492.50 FEET; THENCE NORTH 18 DEGREES 09 MINUTES 25
SECONDS EAST, A DISTANCE OF 126.39 FEET; THENCE SOUTIt 44 DEGREES 16 MINUTES 08 SECONDS EAST, A
DISTANCE OF 165.00 FEET; THENCE NORTII 45 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF
110.75 FEET TO TIlE POINT OF CURVATURaE OF A NON-TANGENT CURVE, CONCAVE TO TIlE NORTHWEST,
HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 32 DEGREES 50 MINUTES 21 SECONDS, AND A
CHORD OF 14.13 FEET BE2xRING SOUTH 23 :DEGREES 05 MINUTES 32 SECONDS WEST; THENCE
SOUTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 14.33 FEET; THENCE SOLrrH 50 DEGREES 31
MINLrrEs 23 SECONDS ,EAST, A DISTANCE..,OF 60.00 FEET TO TIlE POINT OF CURVATURE OF A NON-
TANGENT CURVE, CONCAVE TO TIlE SOWII-IEAST, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF
53 DEGREES 07 MINUTES 48 SECONDS, AND A CItORD OF 22.36 FEET BEARING NORTH 66 DEGREES 04
MINUTES 37 SECONDS EAST; TIIENCE NORTHEASTERLY ALONG SAID CURVE, A DISTANCE OF 23.18 FEET;
THENCE SOUTIt 39 DEGREES 30 MINUTES 43 SECONDS WEST, A DISTANCE OF 156.06 FEET; TItENCE SOUTH
78 DEGREES 39 MINUTES 30 SECONDS FAST, A DISTANCE OF 103.43 FEET; TIlENCE SOUTH 35 DEGREES 48
MINUTES 19 SECONDS EAST, A DISTANCE OF 39.94 FEET TO THE POINT OF CURVATURE OF A NON-
TANGENT CURVE, CONCAVE TO TI-FE SOIJTHF~kST, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
55 DEGREES 42 MINUTES 56 SECONDS, AND A CHORD OF 46.73 FEET BEARING SOUTH 26 DEGREES 20
MINUTES 14 SECONDS WEST; TI-FENCE SOUTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 48.62 FEET;
THENCE SOUTH 1 DEGREE 31 MINUTES 14 SECONDS EAST, A DISTANCE OF 49.52 FEET TO THE POINT OF
CURVATURE OF A TANGENT CURVE, CONCAVE TO THE NORTI-IEAST, ItAVING A RADIUS OF 50.00 FEET AND
A CElq'ITCAL ANGLE OF 90 DEGREES 00 lvflNWrES 07 SECONDS; THENCE SOUTHEASTERLY ALONG SAID
CURVE, A DISTANCE OF 78,54 FEET; THE2qCE NORTIt 88 DEGREES 28 MINUTES 39 SECONDS EAST, A
SHEET 1 OF 3
DISTANCE OF 299.50 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE TO THE
NORTHWEST, HAVING A RADIUS OF 50.00 FEET AND A CE~L ANGLE OF 44 DEGREES 00 MRqIYI'ES 05
SECOlffDS; THENCE NORTHEASTERLY ALONG SAID CURVE, A DISTANCE OF 3B.40 FEET; THENCE SOUTH 45
DEGREES 31 MINUTES 25 SECONDS EAST, A DISTANCE OF 21.98 FEET; THENCE SOUTH I DEGREE 31
MINUTES 21 SECONDS EAST, A DISTANCE OF 118.23 FEET; THENCE NORTH 88 DEGREES 28 MINWYES 39
SECONDS ,EAST, A DISTANCE OF 95,00 FEET; THENCE SOUTH 1 DEGREE 31 MINUTES 21 SECONDS ~EAST, A
DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 6.78 ACRES,
MORE OR LESS.
SUBJECT TO ANY .F~SEMENTS, RESTRICTIONS AND/OR ENCUMBRANCES OF RECORD.
TOGETI~aR AND WITH THE FOLLOWING:
COMMENCING AT ~ ABovE MENTIONED POINT 'A"; TI-IENCE SOUTH 1 DEGREE 31 MINUTES 21 SECONDS
EAST ALONG THE NORI~-I QUARTER LINE, A DISTANCE OF 1000.93 FEET TO THE CENTER OF SAID SECTION;
THENCE NORTH 89 DEGREES 13 MINUTES 59 SECONDS WEST QUARTER LINE, A DISTANCE OF 1320.59 FEET
TO THE INTERSECTION OF TIlE WEST LINE OF TIIE AFORESAID EAST ONE-HALF (F_,~T 1/2); T~lENCE NORTH
1 DEGREE 31 MINUTES 14 SECONDS WEST ALONG SAID WEST LINE, A DISTANCE OF 862.95 FEET; THE1xICE
NORTH 88 DEGREES 28 MINUTES 46 SECONDS 'EAST, A DISTANCE OF 135.00 FEET; THENCE NORTH 1 DEGREE
31 MINUTES 14 SECONDS WEST, A DISTANCE OF 16.51 FEET; THENCE NORTH 88 DEGREES 28 MINUTES 46
SECONDS ,F.,~T, A DISTANCE OF 174.19 FEET TO TIlE POINT OF CURVATURE OF A NON-TANGENT CURVE,
CONCAVE TO THE EAST, I~VING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 23 DEGREES 37 ~
18 SECONDS, AND A CHORD OF 20.47 FEET BEARING SOUTH 10 DEGREES 17 MINLTTES 25 SECONDS WEST; .
THENCE SOUTHERLY ALONG SAID CURVE, A DISTANCE OF 20.61 FEET; THENCE SOLrFH 1 DEGREE 31
MINUTES 14 SECONDS EAST, A DISTANCE OF 97.47 FEET TO THE POINT OF CURVATURE OF A TANGENT
CURVE, CONCAVE TO THE NORTt ~tEAST, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 45
DEGREES 00 MINUTES 00 SECONDS; TItENCE SOUTHEa~STERLY ALONG SAID CURVE, A DISTANCE OF 39.27
FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ,EASTERLY ALONG SAID CURVE, A DISTANCE OF
39.27 FEET; THENCE NORTII 88 DEGREES 28 MINUTES 46 SECONDS EAST, A DISTANCE OF 165.00 FEET;
THENCE NORTH 74 DEGREES 32 MINLrFES 21 SECONDS F~kST, A DISTANCE OF 154.62 FEET; TI~NCE NORTH
88 DEGREES 28 MINUTES 39 SECONDS EAST, A DISTANCE OF 79.44 FEET TO THE POINT OF CURVATURE OF A
TANGENT CURVE, CONCAVE TO TIlE SOUTHWEST, I~a~VING A RADIUS OF 145.00 FEET AND A CENTRAL
ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS; THENCE SOUTHEASTERLY ALONG SAID CURVE, A
DISTANCE OF 227.77 FEET; THENCE SOUTH I DEGREE 31 MllWtXI~S 21 SECONDS EAST, A DISTANCE OF 84.52
FEET TO '~lE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE TO "I~TE NORTHWEST, HAVING A
RADIUS OF 125.00 FEET AND A CENTRAL ANGLE OF 92 DEGREES 17 MINUTES 22 SECONDS; THENCE
SOUTI~rESTERLY ALONG SAID CURVE, A DISTANCE OF 201.34 FEET; THENCE NORTH 89 DEGREES 13
MINUTES 59 SECONDS WEST, A DISTANCE OF 163:99 FEET; THENCE NORTfI 77 DEGREES 59 MINUTES 18
SECONDS WEST, A DISTANCE OF 88.12 FEET; TI~NEE SOUTH 88 DEGREES 28 MINUTES 46 SECONDS WEST, A
DISTANCE OF 160.00 FEET TO TIlE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE TO TI-IE
SOUTHEAST, HAVING A RADIUS OF 50.00 FEET AND A CENTILM, ANGLE OF 45 DEGREES 00 MINUTES 08
SECONDS; TIIENCE OUTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 39.27 FEET; THENCE NORTH 46
DEGREES 31 MINUTES 22 SECONDS WEST, A DISTANCE OF 20.71 FEET; THENCE SOIYrH 88 DEGREES 28
MINUTES 46 SECONDS WEST, A DISTANCE OF 120.00 FEET; THENCE NORTH 1 DEGREE 31 MINUTES 14
SECONDS WEST, A DISTANCE OF 297.50 FILET; TIlENCE NORTH 88 DEGREES 28 MINUTES 46 SECONDS EAST,
A DISTANCE OF 127.50 FEET; TI-FENCE NORTI-143 DEGRE~ 28 lvliNLYrES 46 SECONDS EAST, A DISTANCE OF
10.10 FEET TO T[~ POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 5.02 ACRES, MORE OR
LESS.
SUBJECT TO ANY EASEMF3qTS, RESTRICTIONS AND/OR ENCUMBRANCES OF RECORD.
THE B 'EARINGS USED FOR TIFIS DESCRIPTION ARE BASED UPON AN ASSUMED BEARING OF SOUTH 89
EGREES 16 ~S 56 SECONDS FJkST FOR TItE NORTH LINE OF THE AFORESAID SECTION 27.
PREPARED BY:
(~~~CAN EN~INEF.RING CONSULTANTS, INC.
T. ALAN NEAL Xt'/~'~/o !
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA REG. //4656
SHEET 2 OF 3
27
u~ , ~.~ ~.'~'w v.v~v.v~~~~.v~v~~~v~v.~:v~v~v~~:~:v~v~v~v:v:v:~:v~~:~:~:~:~:~:.:~:~:.:~:~:.:~:~~*~:~:~:~:.:~:.:~:.:~:.:~:~:~:~:~ ~
~KE8
O~
'.'.'.v.'.v.v.v.'.v.v.~.v~v.~.~v.v/~.~.~.v~.~.~.~v~..~v~v.~.v~v.v~.~. ~ ~2
P.a. 3 ~ P ~ 6 E ~ 3 I - ~ a ~v~v~v~v~v~.v.v~v~v~.~v~v~:v~.:.:~.v~v~:~v..~v:.~:~:.:v.v:~.~.~:~:~:~:.:~:~:~:.:~:~:~ ~
~ASE ~o ~ DENO~S SUBJECT PROPER~
PROPERTY DESCRIP~ON .
UM~ lENGTH
L1 16.51' N01'31'1~'~
1.2 174.19' N88'2E4J,"'E
L/,. 165.D0' saa-2a'4rw
L~ aa.12'
L~5. 26.2.3' S~3'54'32'W
CIJk~/~ RADIUS, D[LTA L.D4GTH CH~D :H(~D ~
~ ~.~ ~7'1~ ~S1 2~4~ ~'W
~ ~.~ 45~'~ 3g.~ ~2~ ~4~I'14~
~ 1~ g25~ 201.34 1~2~ N~2O~
~0 ~.~ ~'~ 5g.~ M.~' NT~OI'W
C1~ ~ ~7'~" 23.16 ~3S' N86~'3~
SKETCH OF PROPERTY DESCRIPTION
NOT TO 8CALE SHEET ,3 OF .3
Division of Corporations Page 1 of 2
Florida Department of State, Division of Corporations
Florida Profit
MINANIS, INC.
PRINCIPAL ADDRESS
790 HARBOUR DR
2C
NAPLES FL 34103 US
Changed 02/05/2001
MAILING ADDRESS
790 HARBOUR DR
2C
NAPLES FL 34103 US
Changed 02/05/2001
Document Number
P96000002122
State
FL
FEI Number
650669781
Status
ACTIVE
Date Filed
01/08/1996
Effective Date
NONE
Registered Agent
Name & Address
ASSAAD, WAFAA F
790 HARBOUR DR
SUITE 2C
NAPLES FL 34103
Name Changed: 04/20/1998
Addteaa Changed: 04/18/2000
Officer/Director Detail
Name & Address I Title I
ASSAAD, WAFAA F
790 HARBOUR DR., SUITE 2C PSTD
NAPLES FL 34103
ASSAAD, MIKE W
790 HARBOUR DR; surl~ 2c
VPD
NAPLES FL 34103
.../cordet.exe?al =DETFIL&n 1 =P96000002122&n2=NAMFWD&n3=0000&n4=N&r 1 =&r2=&7/29/2002
Division of Corporations Page 2 of 2
Annual Reports
Report Year2oo22oox200o II II 11 II Filed Date
02/24/2002 02/05/2001 04/18/2000 II Il Il II Intangible Tax il
No Events
No Name History Information
View Document Image(s)
TItIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT
:3::: ::~' ":: :-"[ :~:: :~: :3!:~ :~ ~: $~ ':':'.~i:~ ~:3 :.".:~::: :::: "3 ' !:3::~'"'::::: :3:::
.../cordet.exe?a 1 =DETFIL&n 1 =P96000002122&n2=NAMFWD&n3 =0000&n4=N&r 1 =&r2= 7/29/2002