Osprey Pnt @ Pelican Marsh # 17
MEMORANDUM
DATE: October 6, 2000
TO: Maureen Kenyon, Supervisor, Clerk to Board
FROM: Shirley Nix, Engineering Technician II ~
Project Plan Review
RE: Osprey Pointe @ Pelican Marsh, Unit 17
Water and/or Sewer Facilities Acceptance
On ,/ h /~ , 200{ The Board of County Commissioners
/(>tJ{) (hI Ell
granted final acceptance of the water and/or sewer facilities
within the above-referenced project.
Attached, please find the following recorded documents, in order:
1. Bill of Sale
2. Utility Easement
3. Utilities Facilities Warranty Deed
Also, please find attached the following documents for your
files.
4 . Owner's Affidavit
5. Attorney's Affidavit
6. Copy of preliminary approval letter from Engineering
Review
7 . Copy of Utilities Maintenance Bond
8 . Engineer's final payment confirmation
9. Certification of pressure testing of water lines by
Engineer of Record
10. Bacteriological clearances (DER certification) for
water facilities
11. DER Placement-in-Service letter for sewer facilities
12. Contractor's Final Release of Lien
_.__..~,~, ...." .,""-, -,_. ..~_.. ---.---..---.---.".
Memorandum to Maureen Kenyon, Supervisor, Clerk to Board
October 6, 2000
Page Two
13. Lab results on bacteriological test for water lines
14. Verification of final cost (Detailed: quantities,
sizes, unit cost, total cost, etc. )
15. Letter by Engineer certifying that all water and/or
sewer facilities are located within the public
right-of-way or dedicated easements
16. Contractual Guarantee for material and workmanship for
a period of at least one year after the Board of County
Commissioners' acceptance for both water and sewer
facilities
17. Payment of water usage, laboratory and administrative
charges for filling, flushing and bacteriologically
certifying water lines from invoice prepared by the
Utilities Division
18. Letter from fire district regarding ownership and
maintenance of fire hydrants and certification of field
fire flow capacity testing
19. Copy of backflow prevention assembly test report
20. Certification of the inflow/infiltration test for the
sewer lines by Engineer of Record
21. Coating certification of man holes, wet wells and dry
well from manufacturer
22. Copy of video tape test report
23. Letter from Compliance Services section certifying that
the final inspection reveals that the Utility
facilities have been constructed in accordance with
County ordinances and regulations
24. One copy of utility easement
If you have any questions, please call and advise accordingly.
attachments
doc:2094-2
------~-'__..N_~_..._"'_.w...
County of t:ollicr
., CLERK OF THE CIRCUIT COURT
COLLIER COUNTY COURTHOUSE
3301 TAMIAMI TRAIL EAST
P.O. BOX 413044
NAPLES, FLORIDA 34101-3044
Dwight E. Brock
Clerk
OFFICIAL RECEIPT
When Validated
EfT" ~ ---lQ;~,y~
=<ECEIPT: 3293014- DESCRIPTION AMOUNT DUE
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JEPT; r:: [c.~c:n D I i'lf:;; TOTAL DUE: 50.90
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2700601 OR: 2731 PG: 2081
RECORDED in OFFICIAL RBCORDS of COLLIER COUNTY, FL
10/12/2000 at 09:15AM DWIGHT B, BROCK, CLERK
Rile FEB 10.50
Retn:
SHIRLBY NIX/BNGINBBRING RBVIBW
HORSBSHOB DRIVB
BXT 5586
BILL OF SALE
THIS BILL OF SALE evidencing the sale of the water facilities described herein is made this 10 day of ~
, 2000, by CENTEX HOMES. a Nevada General Partnership (hereinafter referred to as "Seller"), and e
BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER
COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT, its
successors and assigns, (hereinafter referred to as "Buyer").
WIT N E SSE T H:
That said Seller, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to
said Seller in hand paid by the said Buyer, the receipt whereof is hereby acknowledged, has granted, bargained, sold,
transferred, set over and delivered, and by these presents does grant. bargain, sell, transfer, set over and deliver unto the
Buyer, and the Buyer's heirs, successors and assigns forever, all those certain water, sanitary and sewer facilities lying within
the following described land, together with appurtenant non-exclusive easement for the operation, installation and maintenance
of said facilities, lying and being in Collier County, Florida, as shown
(See attached Exhibit A)
The Seller, for itself and its successors, hereby covenants to and with the Buyer and its successors and assigns that it is
the lawful owner of the said goods and chattels herein referred to as utility facilities; that said goods and chattels are free from
all liens and encumbrances; that it has good right, title and authority to sell same, and that it will warrant and defend the same
against the lawful claims and demands of all persons whomsoever. Seller and Buyer are used for singular or plural, as the
context requires.
IN WITNESS WHEREOF, SELLER has caused these presents to be executed the date and year first above written.
CENTEX HOMES
A Nevada General Partnership
By: CENTEX REAL ESTATE CORPORATION
~~ A Nevada Corporation
Its: Managing General Partner
.\ ~ BY~ t?L-
" ~\
~
~ . (Corporate Seal)
TIMOTHY J. RUEMLER, Division President
-~ STATE OF FLORIDA
COUNTY OF COLLIER,
......
~ The foregoing instrument was acknowledged before me this 10 day of M ~ ' 2000, by Timothy J.
~ Ruemler, Division President of Centex Real Estate Corporation, Managing General Part er of Centex Homes, a Nevada
,~ General Partnership, on behalf of the Partnership. He is personally known to me.
WITNESS my hand and official seal in the County and State last aforesaid this JQ.. day Of~,
"
.~ 2000.
~ ==JilfflllV1 "-- ~ ~ ~~
NOTARY ~U.BLlC. '--'
,,~,~'~AA JO LUDWIG My Commission Expires:
".,.....", TMvI 1/ CC 672910
jl ./p~~~~.:~r?f.< MY COMMISSION 2001
\\ ~;; &':'~ EXI'\~ES: Oecember 2, delWlltelS
, \,,'.. :~. tl talY PullllC UlI
'i ': ~--.:?:.;_: ,~\.....o~.:. Bonded lhru 0
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Prepared by:
Centex Homes
5801 Pelican Bay Blvd.
Naples, FL 34108
L:\Development\OPutility.easement.doc
*** OR: 2731 PG: 2082 ***
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WilsOnMiller
"
New Directions In Planning, Design & Engineering
Legal description
being all of Tract "N"
Pelican Marsh Unit Seventeen,
Plat Book 28, pages 95-97, Collier County, Florida
Osprey Pointe at Pelican Marsh, a Condominium
(Overall Condominium Parcel)
All that part of Tract "N", Pelican Marsh Unit Seventeen, Plat Book 28, pages 95-97 of the
Public Records of Collier County, Florida,
Subject to easements and restrictions of record.
Containing 11.23 more or less.
Bearings are based on the north line of said Tract "N", being North 62057'46" East.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Register~d Engineers and Land Surveyors
f!m Date (p - 7-4-- CjCj
Re. 2L-664, sheet 1
Not valid unless embossed wi
.
Naples Fort Myers Sarasota Bradenton Tampa
"~".'~I '" ,~~ "_ ",. "'<;.'. 3200 Bailey Lane. Suite 200 Naples, Florida 34105-8501 941-649-4040 'a 941-643-5716 ~
..".'--- ---
...
.
2700602 OR: 2731 PG: 2083
RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL
10/12(2000 at 09:15AM DWIGHT E, BROCK, CLERK
REC FEE 19,50
DOC-,70 ,70
Retn:
SHIRLEY NIX/ENGINEERING REVIEW
HORSESHOE DRIVE
EXT 5586
UTILITY EASEMENT
THIS EASEMENT, made this '0 day of ~, 2000, by CENTEX HOMES, a Nevada General
Partnership, as Grantor, to the BOARD OF COUNTY COMMI lONERS OF COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY
WATER-SEWER DISTRICT, its successors and assigns, as GRANTEE.
WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and
valuable consideration paid to Grantee, receipt of which is hereby acknowledged, grants, bargains and sells unto the
Grantee, its successors and assigns, a perpetual, non-exclusive easement, license, and privilege to enter upon and to install
and maintain utility facilities, as shown
(See attached Exhibit A)
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right to enter upon said land,
excavate, and take materials for the purpose of constructing, operating, and maintaining utility facilities thereon. Grantor
and Grantee are used for singular or plural, as the context requires.
IN WITNESS WHEREOF, GRANTOR has caused these presents to be executed the date and year first above written.
CENTEX HOMES
A Nevada General Partnership
By: CENTEX REAL ESTATE CORPORATION
A Nevada Corporation
Its: Managing General Partner
By ----z.- {!I (Corporate Seal)
TIMOTHY J. RUEMLER, Division President
STATE OF FLORIDA
COUNTY OF COLLIER,
The foregoing instrument was acknowledged before me this ~ day of lYIo..y ,2000, by Timothy J.
Ruemler, Division President of Centex Real Estate Corporation, Managing General Partn of Centex Homes, a Nevada
General Partnership, on behalf of the Partnership. He is personally known to me.
WITNESS my hand and official seal in the County and State last aforesaid this .J2... day of fY)ar,
2000.
cJ ll111 [(,f L-. ?f" ~dMr-J;
NOTARY PUBLIC'
==- WIG -J My Commission Expires:
,'"'''''' . . TAMARA JO LUO
{~:i:f;" MY COMMISSION # CC 672910
~': :) EXPIRES: December 2, 2001 .
;.~;.......~;'~f B ded Tluu Notary Public llndelWllters
"'~'8f..~~~'"'' on ~--=
Prepared by:
Centex Homes
5801 Pelican Bay Blvd.
Naples, FL 34108
L:\Development\OPutility.easement.doc
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-- WilSqnMiller OR: 2731 PG: 2085
N/IW D11f1C1ions In Planning, Design & Engineering
eKJ./I.'r ",4 "
Description of Part of Tract "N",
Pelican Marsh Unit Seventeen, Plat Book 28,
pages 95 through 97, Collier County, Florida
(Osprey Pointe, Collier County Utility Easement)
\
Description of part of Tract "N" according to the plat of Pelican Marsh Unit Seventeen as recorded in
Plat Book 28, pages 95 through 97, Collier County, Florida, being a 15.00 foot easement lying 7.50
feet on each side of the hereinafter described centerline of easement;
Commencing at the northwest comer of Whimbrel Watch Lane, being Tract "R", Pelican Marsh Unit
Sixteen, Plat Book 28, pages 55 and 56, Collier County, Florida;
thence along the easterly line of said Tract "N", South 40023'40" East 47.00 feet to the Point of
Beginning of the hereon described centerline of easement;
thence South 49036'20" West 13.22 feet;
thence southwesterly 61.80 feet along the arc of a circular curve concave southeasterly having a
radius of 95.00 feet through a central angle of 37016'29" and being subtended by a chord which
bears South 30058'05" West 60.72 feet;
thence South 12019'51" West 23.80 feet;
thence southwesterly 60.84 feet along the arc of a circular curve concave northwesterly having a
radius of 95.00 feet through a central angle of 36041'47" and being subtended by a chord which
bears South 30040'44" West 59.81 feet;
thence along a non-tangential line South 51001'13" West 53.01 feet;
thence North 46015'44" West 50.75 feet;
thence South 46015'44" East 50.75 feet; j
thence South 51001'13" West 89.09 feet;
thence southwesterly 79.68 feet along the arc of a non-tangential circular curve concave
northwesterly having a radius of 315.26 feet through a central angle of 14028'50" and being
subtended by a chord which bears South 60027'38" West 79.46 feet to a point of reverse
curvature;
thence southwesterly 68.27 feet along the arc of a circular curve concave southeasterly having a
radius of 506.30 feet through a central angle of 07043'31" and being subtended by a chord
. which bears South 63050'18" West 68.21 feet;
thence South 59058'32" West 95.38 feet;
thence North 27028'48" West 48.70 feet;
thence South 27028'48" East 48.70 feet;
thence South 59058'32" West 34.55 feet;
thence southwesterly 44.59 feet along the arc of a circular curve concave northwesterly having a
radius of 266.76 feet through a central angle of 09034'40" and being subtended by a chord
which bears South 64045'52" West 44.54 feet;
thence South 69033'12" West 4.84 feet;
thence North 24030'43" West 48.56 feet;
thence South 24030'43" East 48.56 feet;
thence South 69033'12" West 36.92 feet;
thence southwesterly 131.11 feet along the arc of a circular curve concave southeasterly having
a radius of 542.00 feet through a central angle of 13051'35" and being subtended by a chord
which bears South 62037'24" West 130.79 feet;
thence South 55041'37" West 34.45 feet;
thence southwesterly 89.14 feet along the arc of a circular curve concave northwesterly having a
radius of 299.44 feet through a central angle of 17003'20" and being subtended by a chord
which bears South 64013'17" West 88.81 feet;
thence South 72044'57" West 51.93 feet;
Naples Fort Myers Sarasota Bradenton Tampa
3200 Bailey Lane. Suite 200 Naples. Florida 34105-8507 941-649-4040 W 941-643-5116 ~lll
- WW\4i'c wi!sonmi/ler. com ~
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-, WilSOnMiller - *** OR: 2731 PG: 2080 ***
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thence North 1r15'03" West 42.12 feet;
thence South 17015'03" East 42.12 feet;
thence South 72044'57" West 24.83 feet:
thence South 83041'52" West 52.91 feet;
thence northwesterly 79.00 feet along the C(lrc of a non-tangential circular curve concave
northeasterly having a radius of 58.00 feet through a central angle of 78002'34" and being
subtended by a chord which bears North 53021'49" West 73.03 feet;
thence North 14020'32" West 109.60 feet;
thence northerly 78.76 feet along the arc of a circular curve concave easterly having a radius of
60.00 feet through a central angle of 75012'42" and being subtended by a chord which bears
North 23015'49" East 73.23 feet;
thence along a non-tangential line North 64030'11" East 111.48 feet;
thence North 58055'57" East 80.31 feet;
thence North 51042'02" East 54.61 feet;
thence North 5r59'21" East 69.01 feet;
thence North 64016'42" East 34.79 feet;
thence South 24007'04" East 40.68 feet;
thence North 24007'04" West 40.68 feet;
thence North 64014'08" East 150.73 feet;
thence northeasterly 13.05 feet along the arc of a non-tangential circular curve concave
northwesterly having a radius of 166.02 feet through a central angle of 04030'19" and being
subtended by a chord which bears North 61057'42" East 13.05 feet;
thence North 59042'33" East 118.25 feet; "-
thence South 1 r24'05" East 42.56 feet;
thence North 1r24'05" West 42.56 feet;
thence North 59042'33" East 29.54 feet;
thence easterly 83.41 feet along the arc of a circular curve concave southerly having a radius of
205.00 feet through a central angle of 23018'42" and being subtended by a chord which bears
North 71021'54" East 82.83 feet;
thence along a non-tangential line South 10015'43" East 42.00 feet;
thence North 10015'43" West 42.00 feet;
thence easterly 110.15 feet along the arc of a non-tangential circular curve concave southerly
having a radius of 205.00 feet through a central angle of 30047'07" and being subtended by a
chord which bears South 81035'11" East 108.83 feet;
thence South 66011'38" East 129.30 feet to the Point of Ending of said centerline of easement.
Subject to easements and restrictions of record.
Bearings are based on the south line of said Tract "N., being North 80052'38" East.
Certificate of authorization #LB-43.
Wilson Miller, Inc.
Registered Engineers and Land Surveyors
By: Date 5 ,22,2000
Ref. L -1546
Not valid unless embossed with the Professional's seal.
- -
-- --~_._."-"'-
2700603 OR: 2731 PG: 2087
RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL
10/12/2000 at 09:15AK DWIGHT E, BROCK, CLERK
REC FEE 19,50
DOC-,70 .70
Retn:
SHIRLEY NIX/ENGINEERING REVIEW
HORSESHOE DRIVE
EXT 5586
WARRANTY DEED
FOR WATER AND SANITARY SEWER FACILITIES
THIS INDENTURE MADE THIS /0 day of Nl/lN1.-, 2000_, by CENTEX HOMES, a Nevada General Partnership
(hereinafter referred to as "Grantor"), and the BOAR5OFi1'COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA,
AS THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER
COUNTY WATER-SEWER DISTRICT, its successors and assigns, (hereinafter referred to as "GRANTEE").
WIT N E SSE T H:
That said Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable
consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted,
bargained and sold to the said Grantee, and the Grantee's heirs, successors and assigns forever, all water, sanitary and sewer
facilities lying within the following described land, together with appurtenant, non-exclusive easement rights for the operation,
installation and maintenance of said facilities, lying and being in Collier County, Florida, as shown
(See attached Exhibit A)
And said Grantor does hereby fully warrant the title to said utility facilities, and will defend the same against the lawful
claims of all persons whomsoever. For the purposes of this conveyance, the utility facilities conveyed herein shall not be
deemed to convey any of the lands described above. Grantor and Grantee are used for singular or plural, as the context
requires.
IN WITNESS WHEREOF, SELLER has caused these presents to be executed the date and year first above written.
CENTEX HOMES
A Nevada General Partnership
'\ .\& By: CENTEX REAL ESTATE CORPORATION
,~ ~ A Nevada Corporation
_\. ~\ Its: Managing General Partner
" \r\
~ BY'--Z::V~ (Co<pocate Seel)
" TIMOTHY J. RUEMLER, Division President
~
.\
'" STATE OF FLORIDA
~ COUNTY OF COLLIER,
~ The foregoing instrument was acknowledged before me this ~ day of /f1 ON~.-.. , 2000, by Timothy J.
~ Ruemler, Division President of Centex Real Estate Corporation, Managing General Partne of Centex Homes, a Nevada
~ General Partnership, on behalf of the Partnership. He is personally known to me.
\.~ WITNESS my hand and official seal in the County and State last aforesaid this 1 day Of~. .' ,
~ 2000_. ...~
cdiUrhfM"- G ~tUu<~,'
NOTARY PUBLIC ~.
My Commission Expires:
\':""'.":":::~""-"-~"""YAMAAA JO LUDWIG
I ~"\>,\>..". ~I/~'"
I {f' A:.r~;, MY COMMISSION 1/ CC 672910
\ \ ~:'~.A,.~} EXPIRES: December 2, 2001 .
1, -;,:;;;o/.,;,"f." Bonded Thru Notary Public UnderwnllllS
\ """11'\
'l.o.o:-:';~
Prepared by:
Centex Homes
5801 Pelican Bay Blvd.,
Naples, FL 34108
L:\Development\OPutility.easement.doc
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New OlrBCtions In Planning, Design & Engineering
eXJ./181r ..A " OR: 2731 PG: 2089
Description of Part of Tract MN",
Pelican Marsh Unit Seventeen, Plat Book 28.
pages 95 through 97, Collier County, Florida
(Osprey Pointe, Collier County Utility Easement)
\
Description of part of Tract MN" according to the plat of Pelican Marsh Unit Seventeen as recorded in
Plat Book 28, pages 95 through 97, Collier County, Florida, being a 15.00 foot easement lying 7.50
feet on each side of the hereinafter described centerline of easement;
Commencing at the northwest comer of Whimbrel Watch Lane, being Tract MR", Pelican Marsh Unit
Sixteen, Plat Book 28. pages 55 and 56, Collier County, Florida;
thence along the easterly line of said Tract .W, South 40023'40. East 47.00 feet to the Point of
Beginning of the hereon described centerline of easement;
thence South 49036'20" West 13.22 feet;
thence southwesterly 61.80 feet along the arc of a circular curve concave southeasterly having a
radius of 95.00 feet through a central angle of 37016'29" and being subtended by a chord which
bears South 30058'05" West 60.72 feet;
thence South 12019'51" West 23.80 feet;
thence southwesterly 60.84 feet along the arc of a circular cUlve concave northwesterly having a
radius of 95.00 feet through a central angle of 36041'47" and being subtended by a chord which
bears South 30040'44" West 59.81 feet;
thence along a non-tangential line South 51001'13" West 53.01 feet;
thence North 46015'44" West 50.75 feet;
thence South 46015'44" East 50.75 feet; I
thence South 51001'13" West 89.09 feet;
thence southwesterly 79.68 feet along the arc of a non-tangential circular curve concave
northwesterly having a radius of 315.26 feet through a central angle of 14028'50" and being
subtended by a chord which bears South 60027'38" West 79.46 feet to a point of reverse
curvature;
thence southwesterly 68.27 feet along the arc of a circular curve concave southeasterly having a
radius of 506.30 feet through a central angle of 07043'31" and being subtended by a chord
. which bears South 63050'18" West 68.21 feet;
thence South 59058'32" West 95.38 feet;
thence North 27028'48" West 48.70 feet;
thence South 27028'48" East 48.70 feet;
thence South 59058'32" West 34.55 feet;
thence southwesterly 44.59 feet along the arc of a circular curve concave northwesterly having a
radius of 266.76 feet through a central angle of 09034'40" and being subtended by a chord
which bears South 64045'52" West 44.54 feet;
thence South 69033'12" West 4.84 feet;
thence North 24030'43" West 48.56 feet;
thence South 24030'43" East 48.56 feet;
thence South 69033'12" West 36.92 feet;
thence southwesterly 131.11 feet along the arc of a circular curve concave southeasterly having
a radius of 542.00 feet through a central angle of 13051'35" and being subtended by a chord
which bears South 62037'24" West 130.79 feet;
thence South 55041'37" West 34.45 feet;
thence southwesterly 89.14 feet along the arc of a circular curve concave northwesterly having a
radius of 299.44 feet through a central angle of 1 r03'20" and being subtended by a chord
which bears South 64013'17" West 88.81 feet;
thence South 72044'57" West 51.93 feet;
Naples Fort Myers Sarasota Braden ton Tampa
3200 Bailey Lane. Suite 200 Naples. Florida 34105-8501 941-649-4040 W 941-643-5716 111!1
~ www.wilsonmiller.com
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thence North 17015'03" West 42.12 feet;
thence South 17015'03" East 42.12 feet;
thence South 72044'57" West 24.83 feet;
thence South 83041'52" West 52.91 feet;
thence northwesterly 79.00 feet along the ~rc of a non-tangential circular curve concave
northeasterly having a radius of 58.00 feet through a central angle of 78002'34" and being
subtended by a chord which bears North 53021'49" West 73.03 feet;
thence North 14020'32" West 109.60 feet:
thence northerly 78.76 feet along the arc of a circular curve concave easterly having a radius of
60.00 feet through a central angle of 75012'42" and being subtended by a chord which bears
North 23015'49" East 73.23 feet;
thence along a non-tangential line North 64030' 11" East 111.48 feet;
thence North 58055'57" East 80.31 feet;
thence North 51042'02" East 54.61 feet;
thence North 57059'21" East 69.01 feet;
thence North 64016'42" East 34.79 feet;
thence South 24007'04" East 40.68 feet;
thence North 24007'04" West 40.68 feet;
thence North 64014'08" East 150.73 feet;
thence northeasterly 13.05 feet along the arc of a non-tangential circular curve concave
northwesterly having a radius of 166.02 feet through a central angle of 04030'19" and being
subtended by a chord which bears North 61057'42" East 13.05 feet;
thence North 59042'33" East 118.25 feet; "
thence South 1 ]024'05" East 42.56 feet; "
thence North 17024'05" West 42.56 feet;
thence North 59042'33" East 29.54 feet;
thence easterly 83.41 feet along the arc of a circular curve concave southerly having a radius of
205.00 feet through a central angle of 23018'42" and being subtended by a chord which bears
North 71021'54" East 82.83 feet;
thence along a non-tangential line South 10015'43" East 42.00 feet;
thence North 10015'43" West 42.00 feet;
thence easterly 110.15 feet along the arc of a non-tangential circular curve concave southerly
having a radius of 205.00 feet through a central angle of 30047'07" and being subtended by a
chord which bears South 81035'11" East 108.83 feet;
thence South 66011'38" East 129.30 feet to the Point of Ending of said centerline of easement.
Subject to easements and restrictions of record.
Bearings are based on the south line of said Tract UN", being North 80052'38" East.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
By: Date 5. 22,2.000
Ref. L -1546
Not valid unless embossed with the Professional's seal.
-- -- -
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.
OWNERS' AFFIDAVIT
STATE OF Florida
COUNTY OF Collier
On this 10 day of Itlecvv--; 2000, before me personally appeared TIMOTHY J. RUEMLER, Division
President of Centex Real Estate C~riaging General Partner of Centex Homes, a Nevada General Partnership,
to me personally known (hereinafter "Affiant"), who, being duly sworn on his oath, did say that Centex Homes is the owner
of the Property hereinafter described and all of the persons, firms, and corporations, including the general contractor and
all subcontractors who have furnished services, labor or materials according to plans and specifications, or extra items used
in the construction or repair of utility facilities on the real estate hereinafter described, have been paid in full and that such
work has been fully completed and accepted by the owners.
Affiant further says that no claims have been made to the owners by, nor is any suit now pending on behalf of, any
contractor, subcontractor, laborer or material man, and further that no chattel mortgages or conditional bill of sale have been
given or are now outstanding as to the subject utility facilities placed upon or installed in the aforesaid premises.
Affiant further says that the utility facilities described herein are not included in, encumbered by, or subject to any real
property mortgage, chattel mortgage, security agreement, Uniform Commercial Code financing statement, or any other
encumbrance.
Affiant, as and on behalf of the owners of the subject utility facilities, does for valuable consideration hereby agree
and guarantee, to hold the Board of County Commissioners of Collier County, Florida, as the governing body of Collier
County and as Ex-Officio the Governing Board of the Collier County Water-Sewer District harmless against any lien, claim
or suit by any general contractor, subcontractor, mechanic or materialman, and against chattel mortgages, security interests
or repair of the subject utility facilities for the warranty period. Affiant is used as singular or plural, as the context requires.
The utility facilities referred to herein are located within the real property described as:
Lying and being in Collier County, Florida, and as further described as Construction Phase A, a portion of the
Osprey Pointe Unit 17 as shown
(See attached Exhibit A)
CENTEX HOMES
A Nevada General Partnership
By: CENTEX REAL ESTATE CORPORATION
(,- '11 ~./ A Nevada Corporation
(j:J, ;jI~ , Its: Managing General Partner
gJ.~fy 4l )77, ~L By: ---;VV\.~ ----- (Co<po'3te Se,')
Witness: TIMOTHY J. EMLER, Division President
STATE OF FLORIDA
COUNTY OF COLLIER,
The foregoing instrument was sworn to and subscribed to before me this -H2- day of
Timothy J. Ruemler, Division President of Centex Real Estate Corporation, Managing General Partner
a Nevada General Partnership, on behalf of the Partnership. He is personally known to me.
WITNESS my hand and official seal in the County and State last aforesaid this J!L day of mt!.-v...- ,
2000. --\ q"----:---r-
d tL'YY\Cv\. t\.- / cl.w.... U
._ - IG \ NOTARY PUBLIC Ii if 3"'--
""~<"~~.'" TAMP.RA ~o :UcDCWG72910 My Commission Expires:
lP~:&"'" 'i;'.!", MY COMMISSIOf'. " J_
H }:~ EXPIRES: December 2, 2001 . I
"-~;""" o;.~" Bonded Thru NotarY Public Und8IWntemJ
",f..9f,,\~'" Prepared by:
Centex Homes
5801Pelican Bay Blvd.,
Naples, FL 34108
L:\Development\OPutility.easement.doc
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New Directions In Planning, Des/gn & Engineering
Legal description
being all of Tract "N"
Pelican Marsh Unit Seventeen,
Plat Book 28, pages 95-97, Collier County, Florida
Osprey Pointe at Pelican Marsh, a Condominium
(Overall Condominium Parcel)
All that part of Tract "N", Pelican Marsh Unit Seventeen, Plat Book 28, pages 95-97 of the
Public Records of Collier County, Florida,
Subject to easements and restrictions of record.
Containing 11.23 more or less.
Bearings are based on the north line of said Tract "N", being North 62057'46" East.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registerf?d Engineers and Land Surveyors
f!m Date tJ? - 2-4- - c; Cj
Re. 2L-664, sheet 1
Not valid unless embossed wi
- .
Naples Fort Myers Sarasota Bradenton Tampa
~ ~~.''''''t~I:\'_ ",. ~....;.,.. 32()(} Bailey Lane. SUite 200 Naples. Florida 34105-8507 941-649-4040 B 941-643-57161ill1
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.
This instrument prepared by:
Mary A. Marnell, Esq.
Ruden, McClosky, Smith, Schuster & Russell, P.A.
5150 North Tamiami Trail
Suite 602, Newgate Tower
Naples, FL 34103
(941) 659-1100
ATTORNEY'S AFFIDAVIT
STATE OF FLORIDA
COUNTY OF COLLIER
BEFORE ME, the undersigned authority, personally on this 22nd day of June, 2000, appeared
MARY A. MARNELL, who to me is well known, and having been sworn and under oath, deposes
and says:
1. My name is MARY A. MARNELL. I am over the age of twenty-one (21) years.
2. I am an attorney, licensed to practice in the State of Florida. My Bar Number is
0878431. My business address is 5150 North Tamiami Trail, Suite 602, Naples,
Florida 34013.
3. This Affidavit is given as an inducement to the Board of County Commissioners of
Collier County, Florida, as the governing body of Collier County and as Ex-Officio
the Governing Board of the Collier County Water-Sewer District to accept the
dedication or conveyance of water and sewer utility facilities located within or upon
the real property described as Osprey Pointe at Pelican Marsh, a subdivision
according to the Plat thereof recorded in Plat Book 28, at Pages 95 through 97, of the
Public Records of Collier County, Florida, which is incorporated herein by reference,
said land being located in Collier County, Florida.
4. The Affiant has examined record title information to both the real and personal
property referenced in this affidavit as shown in the Ownership and Encumbrance
Report prepared by LandAmerica Service Center, with an effective date of June 9,
2000, at 8:00 a.m., a copy of which is attached hereto and incorporated herein.
5. The record owner of the real and personal property described herein is CENTEX
HOMES, a Nevada general partnership (hereinafter "Owner"). The Owner acquired
record title to the subject real property by instrument recorded at Official Records
Book 2468, at Page 0324 (copy attached). The Owner is current and active within
NAP:l0617:1
NAP:22499:1 1
- ------ _._"~ ___.' _..."..._ .._........'___m...... _..._ _~w.,_,,_ --.,--".,,-....- --.-..-,.,.--..
the state of incorporation, and is currently authorized to do business in the State of
Florida. Timothy J. Ruemler, as Division President, is authorized to execute
instruments on behalf of the entity in conjunction with the conveyance of the subject
real and personal property.
6. The subject real and personal property is not encumbered of record, except for the
2000 Real Estate Property Taxes on the property described in Folio #66679495022.
7. Affiant further states that the information contained in this Affidavit is true, correct
and current as of the date this Affidavit is given.
FURTHER AFFIANT SAYETH NAUGHT.
Dated this 22nd day of June, 2000.
/J~/l.'~
MARY A. MARNELL
The foregoing Attorney's Affidavit was sworn and subscribed to before me this 22nd day of
June, 2000 by MARY A. MARNELL, who is personally known to me.
u:~~
NO TAR UBLIC, State 0 Flonda, at Large
My Commission Expires:
Angela 1on'lPkins
MY COMMISSION # CC70S647 EXPIRES
December 29, 2001
bONDED THRU TROY fAIN INSURANC~ INC
NAP:l0617:1
NAP:22499:1 2
--. .,,- ..------,
LANDAMERICA SERVICE CENTER
8280 COLLEGE PARKWAY, SUITE 101
FT. MYERS, FL. 33919
Phone: (941) 481-3035 Fax: (941) 481-8119
OWNERSHIP AND ENCUMBRANCE REPORT
CENTEX HOMES/COLLIER COUNTY
5801 Pelican Bay Blvd., Suite 600
Naples, Florida 34108
Customer Reference: File No. Osprey Pointe at Pelican Marsh
LandAmerica Service Center has made a search of Public Records of Collier County, Florida from
October 7th, 1998 @ 8:00 AM through June 9th, 2000 @ 8:00 AM, as to real property lying and
being in the aforesaid county described below
SEE ATTACHED LEGAL DESCRIPTION
As of the effective date of this report the record title to the land herein is in the name of
Record title appears to be vested in:
CENTEX HOMES, a Nevada general partnership
Encumbrances Found:
NONE OF RECORD
Public Records shall be defined herein as those records currently established under the Florida
Statutes for the purpose of imparting constructive notice of matters relating to real property to
purchasers for value and without knowledge.
This Report shows only matters disclosed in the aforesaid Public Records, and it does not purport to insure
or guarantee the validity or sufficiency of any documents noted herein; nor have the contents of any such
documents been examined for references to other liens or encumbrances. This Report is not to be construed
as an opinion, warranty, or guarantee of title, or as a title insurance policy; and its effective date shall be
the date above specified through which the Public Records were searched. This Report is being provided for
the use and benefit of the above addressee only, and it may not be used or r lied upon by any other party.
This report may not be used for the purpose of issuing a title insurance co tment or policy. In
accordance with Florida Statutes Section 627.7843 the liability the Compa ay sustain for providing
incorrect information in this Report shall be the actual loss or damage of t e ddressee named above up to a
maximum amount of $1,000.00.
LA File Number: SWF-00-0577
Date: June 15th, 2000
Authorized Signatory
_... ,..__._.__,,___.~__.__~____..w --^,,'._-" '-,'-,' --~ ---.-..-- --'-',_-,,---,-,,-,-,-'-'--"-~ ,"'-.--.,-.-.-..-------.---
CENTEX HOMES 9415981290 06/12 '00 10:31 NO.467 02/06
WilsilnMiller
"
Now~ InP/:1nnlng, DGIgn, ~
Legal description
being all of Tract "W
Pelican Marsh Unit Seventeen,
Plat Book 28, pages 95-97, Collier County, Florida
Osprey Polnte at Pelican Marsh, a Condominium
(Overall Condominium Parcel)
All that part of Tract "N", Pelican Marsh Unit Seventeen, Plat Book 28, pages 95-97 of the
Public Records of Collier County, Florida,
Subject to easements and restrictions of record.
Containing 11.23 more or less.
Bearings are based on the north line of said Tract HN", being North 62057'46" East.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registerl?d Engineers and Land Surveyors
Date (p - z.. 4--.. '1 Cj
Re, 2L-664, sheet 1
Not valid unless embossed WI
- ,
Ii.pllls FOr' MT"'S $11I,.'1001. .,.110,,111" T.mpIII
...._..... ...'.4- V... OMI "'",.'.. 3200 Bailey l..JJfIe. Suite 200 Nap~. Rorida 34105-8501 941..0.49-4040 1iiir 941-613-5716 f!J
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CENTEX HOMES 9415981290 06/12 '00 10:31 NO.467 03/06
WiI_aMi/ler
N~w DIret:tfons In Pfattnlng, DnIgt'I & Englneeting
Legal description
being all of Tract "N"
Pelican Marsh Unit Seventeen,
Plat Book 28. pages 95-97, Collier County, Florida
Tract 1. Osprey Pointe at Pelican Marsh, a Condominium
(Ingress-Egress Easement)
All that part of Tract "N", Pelican Marsh Unit Seventeen, Plat Book 28, pages 95-97 of the
Public Records of Collier County, Florida, being more particularly described as follows:
Commencing at the northwest comer of Whimbrel Watch Lane, Tract HR", Pelican Marsh Unit
Sixteen, Plat Book 28, pages 55-56 of the Public Records of Collier County, Florida;
thence along the easterly boundary of said Tract "N", South 40023'40" East 7.00 feet to the
Point of Beginning;
thence continue along said easterly boundary South 40023'40" East 40.00 feet;
thence leaving said easterly boundary South 49036'20" West 13.22 feet;
thence southwesterly 61.80 feet along the arc of a circular curve concave southeasterly having
a radius pf 95.00 feet through a central angle of 37"16'29" and being subtended by a chord
which bears South 30058'06" West 60.72 feet;
thence South 12019'51" West 23.80 feet;
thence southwesterly 60.84 feet along the arc of a circular curve concave northwesterly having
a radius of 95.00 feet through a central angle of 36041'47" and being subtended by a chord
which bears South 30040'44" West 59.81 feet;
thence South 49001'38" West 63.26 feet;
thence southwesterly 22.69 feet along the arc of a circular curve concave northwesterly having
a radius of 310.00 feet through a central angle of 04011'35" and being subtended by a chord
which bears South 51"07'26" West 22.68 feet;
thence South 53013'13" West 56.24 feet;
thence southwesterly 79.68 feet along the arc of a circular curve concave northwesterly having
a radius of 315.26 feet through a central angle of 14028'50" and being subtended by a chord
which bears South 60027'38" West 79.46 feet to a point of reverse curvature;
thence southwesterly 68.27 feet along the arc of a circular curve concave southeasterly having
a radius of 506.30 feet through a central angle of 07043'31" and being subtended by a chord
which bears South 63050'18" West 68.21 feet:
thence South 59058'32" West 129.93 feet; ~
thence southwesterly 44.59 feet along the arc of a circular curve concave northwesterly having
a radius of 266.76 feet through a central angle of 09"34'40" and being subtended by a chord
which bears South 64045'52" West 44.54 feet;
thence South 69"33'12" West 41.76 feet;
thence sQuthwesterly 131.11 feet along the arc of a circular curve concave southeasterly
having a radius of 542.00 feet through a central angle of 13051'35" and being subtended by a
chord which bears South 62037'24.' West 130.79 feet;
thence South 55041'37" West 34.45 feet;
lI.pllls Fol't "',II'S $:1':1$111.. B':ldollton T.mpa
....,.,,_......,,'... I".....:'(.t.. 3200 Bailey Lane. Su,7e200 NllpI/1$. Florida 34105-85(JT 941-649-4040" 941-643-S7T6(ij
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-- -"--.-- --~-~
CENTEX HOMES 9415981290 06/12 '00 10:32 NO.467 04/06
thence southwesterly 89.14 feet along the arc of a circular curve concave northwesterly having
a radius of 299.44 feet through a central angle of 17'>03'20" and being subtended by a chord
which bears South 64013'17" West 88.81 feet;
thence South 72'>44'57" West 76.77 feet;
thence westerly 28,02 feet along the arc of a circular curve concave northerly having a radius
of 108.00 feet through a central angle of 14051'57" and being subtended by a chord which
bears South 80010'56" West 27.94 feet;
thence South 87"36'54" West 25.08 feet;
thence northwesterly 79.00 feet along the arc of a circular curve concave northeasterly having
a radius of 58,00 feet through a central angle of 78002'34" and being subtended by a chord
which bears North 53021'49" West 73.03 feet;
thence North 14020'32" West 109.60 feet;
thence northerly 78.76 feet along the arc of a circular curve concave easterly having a radius
of 60.00 feet through a central angle of 75012'42" and being subtended by a chord which
bears North 23015'49" East 73.23 feet;
thence North 60052'10" East 14.68 feet;
thence North 65"03'15" East 96.95 feet;
thence northeasterly 80.45 feet along the arc of a non-tangential circular curve concave
northwesterly having a radius of 338.95 feet through a central angle of 13035'59" and being
subtended by a chord which bears North 58055'01" East 80.26 feet;
thence along a non-tangential line North 51042'00" East 54.54 feet;
thence northeasterly 69,15 feet along the arc of a circular curve concave southeasterly having
a radius of 314.98 feet through a central angle of 12034'42" and being subtended by a chord
which bears North 57"59'21" East 69.01 feet;
thence North 64016'42" East 84.99 feet;
thence North 64012'52" East 100.53 feet;
thence northeasterly 13.05 feet along the arc of a circular curve concave northwesterly having
a radius of 166,02 feet through a central angle of 04"30'1911 and being subtended by a chord
which bears North 6'1057'42" East 13.05 feet;
thence North 59042'33" East 147.79 feet;
thence easterly 193.55 feet along the arc of a circular curve concave southerly having a radius
of 205.00 feet through a central angle of 54005'49" and being subtended by a chord which
bears North 86045'27" East 186.45 feet;
thence South 66011'38" East 70.57 feet: .
thence easterly 28,85 feet along the arc of a circular curve concave northerly having a radius
of 20.00 feet through a central angle of 82039'34" and being subtended by a chord which
bears North 72028'35" East 26.42 feet to a point of reverse curvature;
thence northeasterly 43.49 feet along the arc of a circular curve concave. southeasterly having
a radius af 135,00 feet through a central angle of 18027'32" and'being subtended by a chord
which bears North 40022'34" East 43.30 feet
thence North 49"36'20" East 13.22 feet to the Point of Beginning;
Containing 5.44 acres more or less;
Less and except the following:
Commencing at the northwest corner of said Whim brei Watch Lane;
-.- """ ... ... ,
CENTEX HOMES 9415981290 06/12 '00 10:32 NO.467 05/06
thence along the easterly boundary of said Tract "W, South 40023'40" East 27.62 feet;
thence leaving said easterly boundary, South 49036'20" West 113.16 feet to the Point of
Beginning;
thence southerly 30,89 feet along the arc of a circular curve concave westerly having a radius
of 20.00 feet through a central angle of 88028'47/1 and being subtended by a chord which
bears South 21057'15/1 East 27.91 feet to a point of compound curvature;
thence southwesterly 25,67 feet along the arc of a circular curve concave northwesterly having
a radius of 55.00 feet through a central angle of 26044'29/1 and being subtended by a chord
which bears South 35039'23" West 25.44 feet;
thence South 49"01'38" West 63.26 feet;
thence southwesterly 19.76 feet along the arc of a circular curve concave northwesterly having
a radius of 270.00 feet through a central angle of 04011'35" and being subtended by a chord
which bears South 51007'26/1 West 19.75 feet;
thence South 53'"13'13" West 56.24 feet;
thence southwesterly 69.57 feet along the arc of a circular curve concave northwesterly having
a radius of 275.26 feet through a central angle of 14928'50" and being subtended by a chord
which bears South 60027'38" West 69.38 feet to a point of reverse curvature;
thence southwesterly 73.66 feet along the arc of a circular curve concave southeasterly having
a radius of 546.30 feet through a central angle of 07943'31" and being subtended by a chord
which bears South 63050'18" West 73.60 feet;
thence South 59"58'32" West 85.05 feet;
thence westerly 24.85 feet along the arc of a circular curve concave northerly having a radius
of 15.00 feet through a central angle of 94055'00" and being subtended by a chord which
bears North 72"33'58" West 22.10 feet;
thence North 25"06'28" West 34.81 feet;
thence westerly and southerly 120.07 feet along the arc of a non-tangential circular curve
concave southeasterly having a radius of 38.22 feet through a central angle of 180"00'00/1 and
being sUbtended by a chord which bears South 64"53'32" West 76.44 feet;
thence South 25906'28" East 36.58 feet;
thence southerly 24.78 feet along the arc of a circular curve concave westerly having a radius
of 15.00 feet through a central angle of 94039'40" and being subtended by a chord which
bears South 22013'22" West 22.06 feet;
thence South 69033'12" West 15.30 feet;
thence southwesterly 140.78 feet along the arc of a circular curve concave southeasterly
having a radius of 582.00 feet through a central angle of 13051'35" and being subtended by a
chord which bears South 62937'24" West 140.44 feet;
thence South 55041'37" West 34.45 feet;
thence southwesterly 77.23 feet along the arc of a circular curve concave northwesterly having
a radius of 259.44 feet through a central angle of 17903'20" and being subtended by a chord
which bears South 64"13'17" West 76.94 feet;
thence South 72Q44'57" West 76.77. feet;
thence westerly 17.64 feet along the arc of a circular curve concave northerly having a radius
of 68.00 feet through a central angle of 14">51'57'" and being subtended by a chord which
bears South 80" 1 0'56" West 17.59 feet;
!
-_.,~- - -,.,,----- ---.--....-
CENTEX HOMES 9415981290 06/12 '00 10:32 NO.467 06/06
thence South 87036'54" West 25.08 feet;
thence northwesterly 24.52 feet along the arc of a circular curve concave northeasterly having
a radius of 18.00 feet through a central angle of 78002'34" and being subtended by a chord
which bears North 53621'49" West 22.67 feet;
thence North 14"20'32" West 109.60 feet;
thence northerly 26.25 feet along the arc of a circular curve concave easterty having a radius
of 20.00 feet through a central angle of 75"12'42" and being sub tended by a chord which
bears North 23"15'49" East 24.41 feet;
thence North 60"52'10" East 13.22 feet;
thence North 65003'09" East 95,02 feet;
thence northeasterly 89.95 feet along the arc of a non.tangential circular curve concave
northwesterly having a radius of 378.95 feet through a central angle of 13"35'59" and being
subtended by a chord which bears North 58"55'01" East 89.74 feet;
thence along a non~tangentialline North 51042'04" East 54.83 feet;
thence northeasterly 60.37 feet along the arc of a non-tangential circular curve concave
southeasterly having a radius of 274.98 feet through a central angle of 12"34'42" and being
subtended by a chord which bears North 57059'21" East 60.25 feet;
thence North 64016'42" East 85.02 feet;
thence North 64012'5211 East 100.55 feet;
thence northeasterly 16.20 feet along the arc of a circular curve concave northwesterly having
a radius of 206.02 feet through a central angle of 04"30'19" and being subtended by a chord
which bears North 61'"57'42" East 16.20 feet;
thence North 59042'33" Easl147. 79 feet;
thence easterly 155.79 feet along the arc of a circular curve concave southerly having a radius
of 165.00 feet through a central angle of 54005'49" and being subtended by a chord which
bears North 86"45'27" East 150.07 feet:
thence South 66.11'38" East 77.82 feet to the PoInt of Beginning;
Containing 3.29 aces more or less.
Subject to easements and restrictions of record.
Containing 2.15 net acres more or less.
Bearings are based on th~ east line of said Tract MN'" being South 40023'40" East.
Certificate of authorization #LB.43.
~
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
Date tsJ. Z ~ - ~9
Ref. 2L~664. sheet 1
Not valid unless embossed with the Professional's seal.
.--....... .........
.-.--.-..- "--~--_..- _.._-,-"'-_._-~
Collier Tax & PA Search: [Official Recordsl -I- [Tax/PA 1
Eft Tax/PA: 05/01/00
< -- Resize side bar for a WID E R view
Owner & Property Information Look UD Name In Official Records
lowner IICENTEX HOMES 110000066679495022 I
Name: 555100 N 13A35
Mailing 5801 PEUCAN BAY BLVD STE 600 19008 WHIMBREL WATCH LN I
Address: NAPLES, FL34108
IFUII Legal: II[S35-T48-R25] PEUCAN MARSH UNIT SEVENTEEN TRACT N I
Property Tax Assessment Information (1999)
ILand Value: II $2,697,600.00 I IExemptlon Amount: II $0.001
IBld9. Imp. Value: II $0.00 I IAgrlcultural Value: II $0.001
ITotal Just. Value: II $2,697,600.00 I Icert. Taxable Value: II $2,697,600.001
Property Tax Status (1999)
I Ad Valorem Tax II Non Ad Valorem Tax II Total Tax II UnPaid Amt II Pay Date II Mrg Cde I~~~
I $37,119.25 II $120,782.55 II $157,901.80 II Paid II 11/30199 II No 1[;]
Property Tax Mode of Payment
I November: Paid:[11/30/99] II December: II January: II February : II March: I
I $151,585.73 II $153,164.75 II $154,743.76 II $156,322.78 II $157,901.80 I
Tax Certificates
Isale Year: Ilcertlficate Number: IIFace Amount: IIType: I
I None I
Details of AdValorem & Non AdValorem Tax Millage Code: [133]
lAd Valorem I INon Ad Valorem I
Icounty: $9,553.01 I IcodellDesc. IIAmount I
ISChOOI State: $13,930.41 I 19011llpEUCAN MARSHII$120,782.551
ISChOOI Local: $7,002.97 I
ICity: $0.00 I
IDependent: $1,787.16 I
Iwater Mgt: $1,516.05 I
IIndependent: $3,216.35 ---1
Ivoter: $113.30 I
'Joe, ~ ~ f~" ., {,. ~ ~ ~ J
l~ ," " ~'i~~"I;r-'~ !i:.(~1 T~}!~~~ ~lr;;.,r~ ii! r::..,
-.;.._---...:..~~.....~~~ ~,~..~ ~~"' - ,_A
Printed for Andy Anderson <andy@geodatasearch.com> 6/15/00
----_.,- ----.-
. 2380020 OR: 2468 PG: 0324
. UCOllllD in OllICIlI. UCOIDS of COllIII conn II
10/07151 at C!:021Jl DiICiT I. BlOCl, mu '
COIS 4U14SUf
ucm !Ul
DOC-.10 mB.51
1Wo~~By: l!tlI:
$lqlIIca C. ....... Esq. leI CO!nJl!IJS
wac ' L I UaoiIod hmcnbip 2m! iID.. mm Dl mo
101l.-d Ook Drift. S.... soo
NIpIcs. Florida 34loa SOJITl SPInes lL 34111
,...... m. 666~
0.-', Tam.
THIS WA.R.RANTY DEED made this -L- day of October. !99S, by WCI COMMUNITIES
LIMITED PARTNERSHIP, a Delaware limited partnership, baving its principal place of business at
24301 Walden Center Drive, Bonita Springs, Florida 34134. herein called the Grantor, to CENTEX
HOMES, a Nevada general partnership, baving its principal place of business at SSOI Pelican Bay
Boulcvartl. Suite 600, Naples, Florida 3410S, herein called the Grantee,
(whichever used herein the tenus "Grantor" and "Grantee" include all the parties to this instrument and
the heirs, legal representatives and assigns, assigns of individuals, and the successors and assigns of
corporations).
WITNESSETH: That the Grantor, for and in consideration of the sum of $10.00 and other valuable
consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sel1s, aliens, remises,
n:lcascs, conveys, and confinns unto the Grantee. ~_.tJ.Iat certain land situatcJ~nier County, Florida,
VlZ: ~'"
__...r~..
Tract "N", PELICAN MARSH UNIT SEVENTEEN, according to
the plat tbereof, recorded In Plat Book 28, Page 9S, of the Public
Records of Collier Coaaty. Florida, containiDg ll.:z3_~m.ore or
less (tbe "Property")
SUBJECf TO:
A. General taxes and assessments for 1998 and subsequent years;
B. That certain DECLARATION OF GENERAL COVENANTS, CONDmONS AND
RESTIUCTIONS FOR PELICAN MARSH recorded in Official Records Bookis91, Pages 1814 through
1865, inclusive, of the Public Records of Collier County. Florida, as amended or supplemented;
C. That certain DECLARATION OF NEIGHBORHOOD COVENANTS, CONDITIONS
AND RESTRICTIONS FOR TRACT N, PELICAN MARSH UNIT SEVENTEEN to be recorded
simultaneously herewith;
D. Applicable comprehensive plans, or elements or portions hereof, land development
regulations including zoning and subdivision ordinances. development orders, Pelican Marsh DR!
~ent Order 95-1 adopted by the Board of County Commissioners of Collier County, Florida
. ~t to Resolution No. 95-71 dated January 24,1995. development permits and other~lations and
coIIditions of aU governmental agencies concerning the Property; ........ - "
---..
E. The Property lies within the Pelican Marsh Community. Grantee is hereby notified that
(I) the Property Grantee is purchasing is located within a hurricane vulnerability zone; (2) the hurricane
evacuation time for the Southwest Florida Region is high; and (3) hurricane shelter space is limited.
_ , GRANTEE IS REQUIRED TO INCLUDE'- THIS NOTIFICATION IN ANY SUBSEQUENT
, . DEEDS CONVEYING-A PORTION OR ~OFTHE PROPERTY.
.'.~
F. The Pelican Marsh Planned Unit Development assigned ordinance number 95-4;
.....-,.."
G. The lien of any and'alllSSCSSlilCDt liens against the Property with respect to the Pelican
Marsh Community Development District;,..;,ii':. .
H. The Pelican Marsh DR! Development Order;
I. Grantee shall commence construction upon the Property no later than eighteen (18)
months from the date of this Warranty dce<'. and shall diligently continue such construction. For the
purpose of this paragraph, Mcommencement of construction" shall mean the placement of fonns for the
. "-,_..-,, ".-.-....--.-'"-..-... ...,--.--....--
.. ttt OR: 2468 PG: 0325 ttt
foundation for the first Dwelling Unit on the Property. Tbc:rcafter. Grantee shall have no further
construction obligation. except that Grantee must actively market the Property. WActively market" shall
mean advertising the proposed Project or the sale of units on the Property on radio, or printed media such
as newspapers or brochures and shall include solicitation and presentation to real estate brokers.
J. All other easements, dedications, covenants, conditions, restrictions, reservations, and
limitations of record;
TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anyway
appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.
AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said Property
in fee simple; that the Grantor has good right and lawful authority to sell and convey said Property; that
the Grantor hereby fully warrants title to said Property and will defend same against the lawful claims of
all persons whomsoever. and that said land is free from all cncwnbrances, except as otherwise notes
above.
IN wrrNESS WHEREOF, the Grantor has caused these presents to be executed in its name and its
corporate scal to be hereunto affixed, by its proper officer thereunto duly authorized, the day and year
first above written.
Signed, scaled and delivered
in the presence of:
WCl COMMUNITIES LIMITED PARTNERSHIP,
~ .Dol~I;m;"'__h1p
Wi.l ~
' '.( 11\
Printed Name of Witness #1
~1 ChJ\'t~<.~
Witness ~2
f\)f (l(\\.e / ~ I r-f /
Printed Name of Witness #2
. Execuled parsaa.t ta aatltority craDled I, dlat certalD ~rlCDteII'o_r or Altoroe)' recorded In O.R. Book 1436, rOC"
t55O, or tbc hbfic Records or Collier Coney, FIoriclL
STATE OF FLORIDA
COUNTI OF LEE
The foregoing Wammty Deed was acknowledged before me by Jerry H. Schmoyer as Senior
Vice President of WCI Communities Limited Partnership. a Delaware limited partnership, on behalf of
the partnership. He is personally known to me.
WITNESS my hand and official seal this -1- day of Octobcr, 1998.
_.
"~ Oo'i-N 0 J'-~v:.,
Notary Public, State of Florida
My CommissiOn Expires: ~ .
f\'"'\t'V1f"\\P ~ t r.( /
Printed Name of Notary Public
. IIEI.AIIlE t..1CIRE I
Nlk. Slat,1II f10ricll
_. :=...... May 2'3. 2001
CcmftL No. CC844704
_"___<"c_
COLLIER COUNTY GOVERNMENT
COMMUNITY DEVELOPMENT AND ENVIRONMENTAL SERVICES DIVISION
ENGINEERING REVIEW SECTION PLANNING SERVICES DEPARTMENT
2800 NORTH HORSESHOE DRIVE
September 13, 2000 NAPLES, FL 34104
Scot Morrison
Wilson, Miller, Barton & Peek, Inc.
3200 Bailey Lane, #200
Naples, FL 34105
Re: Osprey Pointe @ Pelican Marsh
Dear Mr. Morrison:
This is to inform you that the above referenced project has been granted preliminary approval by
Engineering Review in compliance with Collier County Land Development Code, Section 3.
All water and/or sewer facilities approved, accepted and required to be maintained by Collier
County shall be conveyed to the County pursuant to the provisions set forth in Collier County
Ordinance No. 97-17, as amended.
You are reminded that it is your responsibility to petition the Development Services Director for
final approval of the improvements upon the expiration of the minimum one (1) year
maintenance period. After satisfactory completion of all final inspections., the Board of County
Commissioners shall grant final approval of the required improvements establishing County
responsibility for maintenance of the required improvements ifit is the Board's desire to accept
and maintain the facilities.
If you should have any questions or if we may be of assistance, please advise.
Very truly yours,
~~~/}/
, / /
Shirley N~
Engineering Technician II
cc: Joe Cheatham, Wastewater Director
Paul Mattausch, Water Director
Diane Deoss, Public Works
PHONE (941) 403-2400 FAX (941) 643-6968 www.co.collier.fl.ll8
---. ~"...,__" _d_ "--*--~~-,~._..__.__. . "h__'
.,--~.._----~_._,-'^-"^'..-
. ~
.
.
tI -.i
""
f,J1A1NTAtNENCE BONO
BOND NO. 6074472
KNOW ALL PERSONS BY THESE PRESENTS: That
CENTEX HOMES, B Nevada General Partnership, 5801 Pelican Bay Boulevard, Suite 600.
Naples, FL 34108, {hereinafter referred to as Owner} and SAFECO INSURANCE COMPANY
OF AMERICA. SAFECO Plaza, Seattle, Washington, 98185 (hereinafter
referred to as Surety) are herd and firmly bound unto Collier County, Florida (hereinafter
referred to as County), in the total aggregate sum of T~N THOUSAND FORTY-THREE Dollars
($1 O.043} in the lawful money of the United States, for the payment of which sum well and
truly to be made, we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents. Owner and Surety are used for
singular or plural, as the context requires,
THE CONDITION OF THIS OBLIGATION is such that whereas the Owner has constructed a
certain neighborhood named Osprey Pointe at Pelicen Marsh and that certain neighborhood
shall include specific improvements further descl'ibed as potable water and sanitary sewer
facilities which are required by Collier County Ordinances and Resolutions (hereinafter land
Development Regulations). This obligation of the Surety shall commence on the date this
Bond is executed and shall continue until the date of final ;acceptance by the Board of County
Commissioners of the specific improvements described in the land Development Regul8'tions
(hereinafter the Guaranty Period).
NOW, THEREFORE, jf the Owner shall well, truly and faithfully perform its obligations and
dutIes in accordance with the Land Development Regulations during the one year guaranty
period established by the County, and the Owner shall satisfy all claims and demands
incurred and shall fully indemnify end save harmless the County from and against all costs
and damages which it may suffer by reason of Owner failure to do so, and shall reimburse
and repay the County all outlay and ex.pense which the County may incur in making good any
default, then this obligation shall be void. otherwise 'to remain in full 'torce and effect.
PROVIDED. FURTHER. that 'the said Surety. for value received hereby, stipulates and agrees
that no change, extension of time. alteration, addition or deletion to the proposed specific
improvements shall in any way affect its obligation on this Bond. and it does hereby waive
notice of any such change, extension 01 time, alteration. addition or deletion to the proposed
specific improvements.
-.--.... ....-. "_.._----,~._,..-
--.-. - '."- .
--
.
.
I -..'
.,
PROVIDED. FURTHER, thet it is ex.pressly agreed that the Bond shall be deemed amended
automatically and immediately. without formal and separate amendments hereto, so as to
bind the Owner and the SuretY to the full and faithful performance In accordance with the
Land Development Regulations. The term "Amendment", wherever used in this Bond, and
whether referring to this Bond, or other documents shall include any alteration. addition or
modification of any character whatsoever.
SIGNED, SEALED AND DELIVERED IN
THE PRESENCE OF~
CENTEX HOMES, a Nevada General
Partnership
WITNESS:
L4 By:Centex Real Estate Corporation. a Nevada
/L Corporation. its Menagins General Partner
(Signature) BY~
MIj.Q Iu. c.. Le 0 J....
(Print Name) TIMOTH J. RUEMLER
~!r~ Oivision President
A (Signature]
f\.ID'i-i aM,4
fPrin Name)
State of Florida
Collier, 55
I HEREBY CERTIFY that on this day before me. IIn officer duly qualifIed to take
acknowledgments, personallY appeared, Timothy J. A....emler, Division President of Centex Real Estate
Corporation. M:maging General Partner of Centex Homes. a Nevada General Partnership, on behalf of
the Partnership. He is personally known to me and did not take an oath.
~ ~Y hond ond official seal In .he' County and S.a.e 10.. of ores aid th;s S~
day of " ,~.
~~C' cc. 7?0612
\~' Pe~()n,Jlly KnOV...TI I I Other I D
....._",,-.~
.--'------..-. --~-_...
.--.-
.
.
I l
..
~
.
SIGNED, SEALED AND DELIVERED IN
\
THE PRESENCE OF:
~5WK ~ RANCE COMP ~y OF AMERICA
By:
(Signature)
SUSAN BEATON ALLYSON DEAN
(Print Name) (Print Name)
-frJu- ATTORNEY-IN-FACT
~ -
(Title)
BRIDGETTE STEWART
(Print Name)
State of TEXAS
County of DALLAS
On this 1ST day of SEPTEMBER 2000 . before me personally appeered
.
ALLYSON DEAN ' known to me to be the Attomey-in-Fact of
SAFECO INSURANCE COMPANY OF AMERICA , the corporation that executed the within
instrument. and acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, t have hereunto set my hand and affixed my official seal, at my office in the
aforesaid countY. the day end year in this certificate first written : e. L~
- ~
...,~yp~ t .
~~' \ Cannan Mims , .
f ~ . \ *'! Notary Public, State 01 Texas
\ / ...' 'o! My Comm. Expires 10/28/00
. ,.,' ." .
........~i'i..",,~'i~....... CARMEN MIMS
.......~"...".
Printed Name
My Commission ExpirGs:
NT AGENT
.~." ,~~- ---"
.. ~
.
" . .
,
~ S A F E C O. POWER SAFECO INSURANCE COMPANY OF AMERICA
OF ATTORNEY GENERAL INSURANCE COMPANY OF AMERICA
, HOME OFFICE: SAFECO PlAZA
SEATltE, WASHINGTON 98185
No. 7386
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corpqration, does each hereby
appoint
............L.A WRENCEW. WALDIE; CARMEN MIMS; BRIAN M. LEBOW; DEBORAH GRIFFITH; ALL YSON DEAN; DOROTHY VALEK; Dallas. Texas.............
its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character
issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this 23rd day of February 2000
~d2?~ ljj fWJ!l~
R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT
CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. _ FIDELITY AND SURETY BONDS... the President. any VICe President. the SecreJary, and any AssisJant VICe President appointed for that
purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-factor under other appropriate titles with authority to
execute on behalf of the company fidelity and surety bonds and other .:locuments of similar character Issued by the company In the course of its business... On any
Instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
undertaking of the company, the seat. Of a facsimile thereof, may be impressed Of afflxed or in any other manner reproduced; provided. however, that the seal shall not
be necessary to the varKlity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed bythe SecreJary or an assistant secreJary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(ii) A copy of the power-of-atlomey appointment. executed pursuantthereto, and
(iii) Certifying that said power-of-atlomeS'appointment is in full force and effect.
the signature of the certifying offlcer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, RA pierson, SecreJary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the
foregoing extracts of the By-laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursua"t thereto, are true and
correct. and that both the By-Laws, the Resolution andthe Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation
this I~-r day of 5x Fg~kUA ' 2otJ~
.k:Rd2?~
R.A. PIERSON, SECRETARY
s-097.IJSAEF 7 f9t ~ Registered lrad€mar1< of SAFECO Corporation.
2123/00 POF
WilsOnMiller
...
New Directions In Planning, Design & Engineering
July 10, 2000
Mr. Thomas Kuck, P.E.
Project Plan Review
Collier County Development Services Center
2800 North Horseshoe Drive
Naples, FL 34104
SUBJECT: Osprey Pointe (Pelican Marsh Unit 17, Tract N)
Utility Dedication
Engineer's Payment Confirmation
Collier County Conveyance Document Checklist, Legal Document Item 16
Dear Mr. Kuck:
WilsonMiller confirms receiving payment for our services to date on the subject project. As of this
date, no monies are outstanding from the owner/client.
Sincerely,
WILSONMILLER, INC.
/:22/[' {~
F. Allen Witt, P.E.
Senior Project Engineer
4/17/00-77037 Ver: Ol!-SMORRISO Naples Fort Myers Sarasota Braden ton Tampa
CA#43
N0136-056-00 l-ECOR-22806
3200 Bailey Lane, Suite 200 Naples, Florida 34105-8507 941-649-4040 fil 941-643-5716 ~
www.wilsonmiller.com
WilsonMiller,fnc. -- FL Uc.# LC-COOO170
----------- ~----_._- ._----~
WilsOnMiller
"
New Directions In Planning, Design & Engineering
July 10, 2000
Ms. Shirley Nix
Collier County Engineering Review Services
2800 North Horseshoe Drive
Naples, FL 34104
SUBJECT: Osprey Pointe (Pelican Marsh Unit 17, Tract N)
Utility Testing Results
Dear Ms. Nix:
The following attached tests for the subject project are in our professional judgment and
to the best of our knowledge and belief representative of actual field conditions on the
date performed:
1. 8" Watermain pressure test, dated 4/10/00
2. 4" Irrigation pressure test, dated 4/10/00
3. Inflow/infiltration tests, dated 4/10/00
If you should have any questions, please do not hesitate to contact our office.
Sincerely,
WILSONMILLER, INC.
~/{~~
F. Allen Witt, P.E.
Senior Project Engineer
Enclosures
~~(~ 7 -/ ~_ --'"
Engineer's Signature and Seal
4/17/00~ 77037 Ver: 01 !.SMORRlSO
CAIl43
NOI36-056-00 l-ECOR-22806 Naples Fort Myers Sarasota Braden ton Tampa
3200 Bailey Lane. Suite 200 Naples, Florida 34105-8507 941-649-4040 'if 941-643-5716 JiilI
www.wilsonmiJ/er.com
WilsonMi/Jer.lnc. - FL Lic.# LC-COOO110
----- .~~_._---~._....-
HYDROSTATIC TEST REPORT
21 95 X B x IZ,Z? ~ ~'/6""'~.. {)Sf/,fti> y h/#~
- Project: _
/.#~2$O I
Type of Main: W /#iF/'(
PIN: NOI:J~ - t!)S-~- ~O /
Plan File: .i)-oI3' -2. 7
Supt.: /" ~ />~
Field Rep.:
Date of Test: 9- /~-o 0
The computed allowable leakage for the test section is (calculations attached)
I;~/ Gal. Hr.
The maintained test pressure for the test duration was /J""o psi.
The measured leakage during the test was /,D gallons.
The duration of the test was 7-/~ hours.
The measured leakage was /,D gallons per hour.
The method of measurement was: Meter:
Calibrated Drum: ~.
The hydrostatic test for this section meets ~/ does not meet the
allowable leakage.
i
WilsonMiller, Inc.
By: il1pjJ~fi4 Date: 7' -A;-l:J'D
Field Representative
61'1/9940$12 Vcr: OII..olonllMc
"._^,_.,"__,,~.^.m "____..___..~ -..--.--,.. ~--,,"~,~-,,_.~---"-"..,.~- ---"....--..-.-... ,._-----*._--~._--
HYDROSTATIC TEST REPORT
;Z / 25" ,t t)S ,P,fE"7 f:/~ 7'"
- X 4 x IZ,~:= 0, ~/~~.-f. Project: _
I:;~.zoo ,
Type of Main: .L /f /f tt::;/3'7/0 -+'
PIN: /V()I&~..L.:> -t!::>S6 - 0 to /
Plan File: b... 013.6-27
Supt.: .;;;;. s t:J,'lV c3/f &::$C 111<11 C I(
Field Rep.:
Date of Test: -~ -/0- lJ 0
The computed allowable leakage for the test section is (calculations attached)
({)'161 Gal. Hr.
The maintained test pressure for the test duration was /So psi.
'The measured leakage during the test was C), t) () gallons.
The duration of the test was 2/(::> hours.
The measured leakage was O~OD gallons per hour.
The method of measurement was: Meter:
Calibrated Drum: /
The hydrostatic test for this section meets / does not meet the
allowable leakage.
WilsonMiller, Inc.
By:bl#~ Date: ?-~- Iff) 0
Fiel Representative
6J1199.-60U1 Vcr. OII..c:Homkc
".'_._.-.m.'_
- -
Department of ~--~" ,
Environmental Protection u
South District \ ~ rE cc LE';:~ n;'''iI)J1Vid B. Struhs
Jeb Bush P.O. Box 2549
Governor Fort Myers. Florida 33902-2549 Secretary
',llIl )n10n I
\I\J ,.. t- ;'..
June 21, 2000 .- " . - -'
Thomas Wegwert
Land Development Manager
Centex Homes
5801 Pelican Bay Blvd., Suite 600
Naples, FL 34108
Re: Collier County - PW
Osprey Pointe
(pelican Marsh Unit 17, Tract N)
(Collier County Regional WTP)
159732-001-DSGP
Dear Mr. Wegwert:
This acknowledges receipt of certification that the subject water distribution system extension
has been completed in accordance with the plans and related materials permitted by this agency
under Permit Number 159732-001-DSGP dated September 8, 1999.
Based on this certification and satisfactory bacteriological results, we are approving these
facilities for service. Your continued cooperation in our water supply program is appreciated.
Sincerely,
8>~~~
O. James Oni
Professional Engineer
Water Facilities
OJO/klm
cc: F. Allen Witt, P.E. ./
Thomas E. Kuck, P .E:
"More Protection, Less Process"
P,inted on recycled paper.
.,.~-~- ,. ...,.......-......-...~.-..,.. . -'."_."..~ ~-^._.,_.._._---_._..
FL DEPT ENV PkUTECT Fax:941-332-6969 ]ul 17 '00 10:08 P.02
;
..-. RECEIVED
,-
tilJD Florida Department of Environmental Prot~~
Twin Towers Office Bldg.. 2600 Blair SlOne: Road, Tallahassee, Florida 32399 2 2000
D.E.P. - South Dlstrtc
DOMESTIC W ASTEW ATER COLLECnONtrRANSMISSION SYSTEMS
CERTIFICATION OF COMPLETION OF CONSTRUCTION
INSTRUCTJONS: Th.i$ form is to be completed and $ubmitted to the Dcpanmenf, prior to placing the system into operation. )
collection/transmission $ystem should not be placed into operation without prior Department approval. All information is to be typed 0:
printed in ink and all blanks must be filled.
Construc:tion Pc::rmit No.: 50581-1SS.DWC Dated: 9(27/00
NlIJDe of Project: OSDrev Pointe (Pelican M~h Unit 17. Tract N1
N8JDe of Owner: Cetnex Homes c/o Thomas Weewert
Name- of de$ign engineer and Florida registration number (if diiferent ft'om engineer si~ing certifieation):
F. Allen Witt. P.E. FL#48S01
Date(s) connection to existing System or treatment plant; AU2USt 2000
Trea!tt1ent plant serving project
Name: Collier CountvlNotth Reaional WWTP
County: Collier City: N/A
DEP Identification Number (also known as W AFR or OMS Identification Nwnber): FI..A014l39
. I
Substantial deviations from the approved plans and specifications (attach additional sheets ifrequired):
N/A
eetlon
- ionlTransmisslon system
Certification of )On
:
\
--......
"'I.V...G\~
-~
,
.---. ,. ~_. . ~ .--..-. -~'.-.
,-'-'--- -,.-....- -.".-- ..~--~-- "_...~.-~-
WAIVER OF LIEN
KNOW ALL MEN BY TIlESE PRESENTS, that Timothy C. Mitchell, Sr., as President,
of Haleakala Construction, Inc. for and in consideration of ONE HUNDRED TEN THOUSAND
FIFfYNINE DOLLARS and SEVENTY CENTS ( $ 110,059.70 ) and other good and valuable
considerations, lawful money of the United States of America, to me in hand paid, the reciept whereof is
hereby acknowledged, does hereby waive, release, remiss, and relinquish any and all right to claim any
lien or liens for work performed or material furnished, or any kind or class of lein whatsoever on the
following described property:
( Please provide fidl name and location of development and a description of the utility system constructed )
All the Potable Water Main and Sanitary Sewer System for Ospry Point at Pelican Marsh as depicted on
the construction drawings as prepared by Wilson Miller.
Haleakala Construction, Inc.
5758 Taylor Road
Naples, Florida 34109-1856
By:
STATE OF FLORIDA )
) SS:
COUNTY OF COLLIER )
The foregoing instrument was signed and acknowledged before me this 10 th day of April, 2000
C. Mitchell, Sr, who is personally known to me and who did not take an oath.
Brenda K Merchant
CC 732239
,\"J.':i~.f""
!~~i"f;;" BRENDA K. MERCHANT
:: : :'~ MY COMMISSION # CC
~'r '"i!~ 732239
".:r.if'''~'~ EXPIRES: August 9 2002
_ . .ro.r,;. Bonded Th,u Notlry Public Undltwrltel'll
( Notary Seal)
7/1196 11 - 3
------<.._,. - ~..._-~._._._---_._--- -------
~
... . .,~ ~ FOR LAB USE ONLY
,11 State of Florida
.'. , Department of Heal th . ..
. . Office of Laborato.ry Services :.:: ':l i
!!ii..!1'3 Jacltsonvi lle, Miami, Pensacola
Tampa, ~est Palm Beach ' ; ,
j i
DRINKING WATER
BACTERIOLOGICAL ANALYSIS "
\ ---
---
Press hard, (5) copies - - - -
i 11'1-
SYSTEM NAME: SYSTEM I.D. NO: SYSTEM PHONE #:
ADDRESS: COUNTY: D I STR I CT:
COLLECTOR: COLLECTOR PHONE #:
SAMPLE SITE (Local ity or Subdivision):" ,
DATE AND TIME COLLECTED: 'i '
TYPE OF SUPPLY(Circle one): Community water system Noncommunity water system Nontransient. noncommunity water system
Private weH Swimming pool Bottled water Limited Use system
TYPE OF SAMPLE(Circte one): Compliance Repeat Replacement Main clearance Well survey Other
(Check Box)
[ ] Distribution [ ] Check here if payment made
[ ] Raw to county public health unit
TO BE COMPLETED BY COLLECTOR OF SAMPLE TO BE COMPLETED BY LAB
ANALYSIS METHOD: MF MTF MMO-MUG PA
COLL. SAMPLE POINT Cl NON CONFIRM CONFIRM
NO. (Specific Address) RES'D pH COLIFORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER
A.
./ L q
; 1,,) !' ' ,/ \,
,
.:'
;,
'\
!
* Results in this column are presumptive. Total coliform and fecal coliform or ~ coli confirmation will follow in 24-48 hours.
P _ Coliforms are present C . Confluent growth TA - Turbid, Absence of gas or acid
A . Coliforms are absent TNTC- Too numerous to count
INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY. PROGRAM REVIE~ER
ti
.
:;
.
~ NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT ( )
a ( ) SATISFACTORY
'li::l ( ) I NCOMPLETE COLLECTION INFORMATION
~ ~ ( ) REPEAT SAMPLES
56 ( ) REPLACEMENT SAMPLES
=~
1l",
.
~~ REVIEWING OFFICIAL:
~i
0.><
'Q.U
~~ TITLE:
. _ F,OR LAB USE ONLY
. State of Florida
.. ',- Department of Heal th . . .
. . .... Off i ce of Laborato. ry Servi ces ! } '1 ,-,
~~...~ Jacksonville, Mi8IRi, Pensacola
Tampa, West Palm Beach
(". ,__~ i'"n i ; r
DRINKING WA TER I Lf:6 IE C (E il \1lE 0
BACTERIOLOGICAL ANALYSIS MAY 3 , 2000
Press hard, (5) copies b-- _ _ _ _ _ _ _ _ _ __
SYSTEM NAME: SYSTEM J.D. NO: SYSTEM PHONE #:
ADDRESS: COUNTY: DISTRICT:
COLLECTOR: COLLECTOR PHONE #:
SAMPLE SITE (Locality or Subdivision):
DATE AND TIME COLLECTED:, ,
TYPE OF SUPPLY(Circle one): Community water sy'~~ Noncommunity water system Nontransient - noncommunity water system
Priva'teweTl'h . Swimming pool Bottled water Limited Use system
TYPE OF SAMPLE(Circle one): Compliance Repeat Replacement Main clearance Well survey Other
(Check Box)
[ ] Distribution [ ] Check here if payment made
[ ] Raw to county publ i c hea l th uni t
TO BE COMPLETED BY COLLECTOR OF SAMPLE TO BE COMPLETED BY LAB
ANALYSIS METHOD:MF MTF MMO-MUG PA
COLL. SAMPLE POINT Cl NON CONFIRM CONFIRM
NO. (Specific Address) RES'D pH COLIFORM *TOTAL TOTAL FECAL E. COLI SAMPLE NUMBER
r
, .
,I
,
\
!
* Results in this column are presumptive. Total coliform and fecal coliform or ~ coli confirmation will follow in 24-48 hours.
P - Coliforms are present C - Confluent growth TA - Turbid, Absence of gas or acid
A - Coliforms are absent TNTC - Too numerous to count
INVOICE ADDRESS (if different than address below): INTERPRETATIONS-REMARKS BY PROGRAM REVIEWER
iJ
~
~
~ NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT ( )
~ ~ ( ) SATISFACTORY
'5 ~ ( ) INCOMPLETE COLLECTION INFORMATION
~ 6 ( ) REPEAT SAMPLES
g% ( ) REPLACEMENT SAMPLES
=~
'0",
~
f~ REVIEWING OFFICIAL:
- ,
~z
o~
0.0
~~ TITLE:
CERTIFICA TION OF CONTRffiUTORY ASSETS
PROJECT NAME: OSPRY POINT AT PELICAN MARSH
LOCATION: PELICAN MARSH UNIT 17, TRACT N
NAME AND ADDRESS OF OWNER: CENTEX HOMES
5801 PELICAN BAY BLVD. SUITE 600
NAPLES. FLORIDA 34108
TYPE UTILITY SYSTEM: SANITARY SEWER SYSTEM
DESCRIPTION AND COST OF MATERIAL. LABOR. AND SERVICES
F--SIT---ITTTI-TITTI SE
W~;~~S~~iPti~~~L[[;l1l~~~_Ll0~~L~i~0~i!~k~~~~.1
ic~NNEC~~~ ~~~~:. S~:~':RER' =f=." .... rl-EA -f $1,000~~O""""11
18" PVC SDR-26 SEWER 0-6' CUT ,690 LF $14.00, $9,660.00
I.-.--------------~..~____n__~_________j_-.-----~--------+-----~-~-.-~---- .----.,
cl<"!' V c S D '.16 Sf- WE R _6-"" C \J T. . ! _-" o. "' 1-= _$1 6.0" 1._ ..! 15 .3<"""-" '
i~PVC_SDR~_SEWER ...li.-l0' ClTL.-__ r__l.20_LF __.JJ..ll..,00__~_'_2~_01
i...~~~i.~.A ~:~r:.....~iri ~~r ~0.~ :==~. J.... .....-i- rit :~~.'~. ::~~t==.--~~:.~-~....~~~~.-1.I,...
j':l' Dlf~!\NHOLt: 8-IO'CUT__-- 2 ~A_! ~._J_g__()J)O,__--~~OO.OO-j
4' DIA MANHOLE 12-14' CUT 1 EA $2.900.00 i $2.900.00
- ."--------~j
!OllTSlDE DROP CONNECTION . 1 EA $750.00 $750.00
i--.---...--.-~---~-,-~-~-------------"------~~ ~ .-- -.---.---"---<
16" PVC SDR-26 LATERAL 590! LF $9,00 $5.310.00,
I __..______._____~____.____...___~___.n___~---...~. .---- -'~ . ..
6~ pve SINGLE CLEAN-OUT 17! EA $160.00 ~.720.00i
I~.__~__ _._~ - -- 1
16" PVC DOUBLE CLEAN-OUT 5~A---+--1~00.OJ $I,OOO.OOJ
'_~__~ Sub Tota_L- ___ _~l____ $59,720.001
(If more space is required. use additional page(s). Number each page and include the name of the project.
7/1/96 11-5
CERTIFICA TION OF CONTRmUTORY ASSETS
PROJECT NAME OSPRY POINT AT PELICAN MARSH
LOCATION: PELICAN MARSH UNIT 17, TRACT N
NAME AND ADDRESS OF OWNER: CENTEX HOMES
580 I PELICAN BAY BL YD. SUITE 600
NAPLES, FLORIDA 34108
TYPE UTILITY SYSTEM: POTABLE WATER SYSTEM
DESCRIPTION AND COST OF MATERIAL. LABOR, AND SERVICES
[11 "-~~"~m~~iJlli"-~"
~e~~ f~Wt~~ lluUUUU~fyUI~()~~i~ulJ]~t~':~~ III HI
I POTABLE WATER . I ~. ~f~ clml
'co N N EC T TO EX ISTlNG "0" WAlE R .' ~ _,' EA $\ .000.00 - $\ .000.00 I
8"PVCDR-18WATER 2260 LF $11.50 $25,990.00
~VC D~I-4~\TER- -~ - ~--- -- 42 ~L-F ~$1~85 - -$53~70l
__~___~_-_-__~_ ----- - --- ~ I
!8"GATEVALVE&BOX 41 EA $775.00 $3.'1-00.00:
- ___ _~____~~__ __ _~ ...1-------------+--- - -+---------~ - ---!
IFI", HYDRANT I. 'u' i $2.000.00 I . $\0.000.00-1
PER M D.S .P- -- .=1----'. EA $1.060.;U . $1 .060.00
!A.R.V-,-- ___'~_ __ ___.--l ~ $l.l.00,00 __,_ _.!LlOQJl_o,l
:I~NGLE WATER SE~VIC_L _,_ _ ~--n- EA _ $800,00_1_ ,__~)o.Q()J
12~ATE~~ERV~~~ TOtal' --- ---=t-~-' L- $450,.~-t---~O~~;~:70~ I
______~__~~_ ___ ___----'-------_____ _I
(If more space is required. use additional page(s). Number each page and include the name of the project.
7 /1 / 96 11 - 5
--- _.0-_- ,---._------
WilsOnMiller
.,..
New Directions In Planning, Design & Engineering
July 10, 2000
Mr. Thomas Kuck, P.E.
Project Plan Review
Collier County Development Services Center
2800 North Horseshoe Drive
Naples, FL 34104
SUBJECT: Osprey Pointe (Pelican Marsh Unit 17, Tract N)
Utility Dedication Engineer's Certification
Dear Mr. Kuck:
Please accept this letter as representation that in our professional judgment and to the
best of our knowledge and belief the potable water distribution and sanitary sewer
collection systems as listed below for Osprey Pointe (Pelican Marsh Unit 17, Tract N)
have been completed in substantial accordance with the plans (WM FILE NO. D-0136-27)
and specifications approved by Collier County Engineering Review Services.
Furthermore, to the best of our knowledge and belief the subject water and sewer
facilities have been constructed by the contractor within the public right-of-way and/or
dedicated easements.
Please contact me should you have any questions regarding this matter.
Sincerely,
WILSONMILLER, INC.
/:/~? (~------
F. Allen Witt, P.E.
Senior Project Engineer ;; ~ '- " -'-)
4/17/00-77037 Ver: OI!-SMORRlSO
CA#O
NOI36-056-00 I ~ECOR-22806 Naples Fort Myers Sarasota Sradenton Tampa
3200 Bailey Lane, Suite 200 Naples, Florida 34105-8501 941-649-4040 V 941-643-5716 iI!II
www.wilsonmiller.com
WilsonMilfer,!nc, - FL L1c.# LC-COOO170
WARRANTY
The undersigned parties do hereby warrant and/or guaranty all work executed by the contractor
on the water and/or sewer systems of OSPRY POINT AT PELICAN MARSH to be free from defects in
material and workmanship for a period of at least one ( I ) year from the date of acceptance by the
Collier County Board of County Commissioners. The undersigned parties further agree that they will, at
their own expense, repair and replace all such defective work and all other work damaged by said
defective work under this Warranty - Guaranty.
It is furthermore understood that the consideration for the giving of this Warranty and/or
Guaranty is the requirement by the General Conditions and Specifications under which the contract was
let that such Warranty and/or Guaranty would be given.
Haleakala Construction. Inc.
ST ATE OF FLORIDA )
) SS:
COUNTY OF COLLIER )
The foregoing instrument was signed and acknowledged before me this 10th day of April, 2000
by Timothy C. Mitchell, Sr, who is personally known to me and who did not take an oath.
~ -
Brenda K Merchant
CC 732239
\\\'~~'~'"
"'l~' BR
.,,: '. < ENDA K
~i ,,,. MY COMM . MERcHANT
. ... / ! ISSI
~~hf.'ih~' B EXPIRES' A~N # CC 732239
'" . OllOed Th ' gust 9 20Q
ru Notary Pub .' 2
he Underwriter.
( Nota
7 II / 96 11-2
--~- . ~-'-"""'---'------~-"""" W'_~_ -~'._,~_. ._-'--
Official Receipt - Collier County Board of County Commissioners
CDPR1103 - Official Receipt
Trans Number Date Post Date Pa ment Slip Nbr
201310 06/13/2000 11 :26:33 AM 06/13/2000 UT 71858
HALEAKALA CONSTRUCTION, INC.
OSPRY PT. @ PELICAN MARSH- WHIMBREL WATCH ROAD
Payor: HALEAKALA CONST INC
Fee Information
I Fee Code I Description 1 GL Account Amount Waived I
l42CYIN I COUNTY INVOICES 140800000011510000000 $295.95
Total $295.95
Payments
Payment Code AccounUCheck Number Amount
CHECK 26182 $295.95
Total Cash $0.00 I
Total Non-Cash $295.95
Total Paid $295.951
Memo:
DOR979, W/O#026387/25115, +BACT
Cashier/location: TERILLA_J / 1
User: AVILES_L
Collier County Board of County Commissioners Printed:07/12/2000 2:21 :39 PM
CD-Plus for Windows 95/NT
.,~'--'--,._,"^~----.._~------ - ^'.._,_.w .,..,_,,""'........ -_.--"-,_.......,.._-,- H_.__~..,__~__,___.._
12: 15 WILSONMILLER SURUEY 941 643 6682 P.02/02
AUG-07-2000 r- . \!) i
e ., . > h,,' FIRE PREVENTION BUREAU
. . 1780 ImmokaJee Road. Naples. Florida 3411 0
.: .... (941) 597-9227. Fax (941) 597-3522
,
'.
July 31. 2000 I
I
.
Ij . . i I
Centex Hom~ .
5801 Pelican Bay Blvd
Suite 800 · .
Naples, FL 34108
Re: Fire Hydrant Acceptance for Osprey Point. 9009, 9061,9049, 9037 and '9021
. . WhimbrelWatch lane
. :,
Dear sir, .. ,
. The North Naples Fire Control and Rescue.O;strict has inspected for ownership and
maintenance on the above hydrants. We have received payment for the above hydrant(s)
and now accept ownership and maintenance.
$125.00 per hydrant times number of hydrants 5 = $ 625-00
$23.00 per thrust block times number of hydrants 5 = $ 115.00
one flow charge at,time of acceptance $35.00 = $ 35.00
Total: 775.00
Following are the results of the flow test:
Static; 82 Resid: 66
Flow: 2228 Pitat: 44x2
If you have any questions, please do not hesitate to give me a call at 597-9227,
~'
ar K. Rey~dS.~k
Fire Prevention Bureau
. Pd By CK#: 065059
(\.) 0 ( "? /~ 1)5"' b TOTAL P.02
" "-~->_._,- ----,-,..~--~._,._----_..._.._-
. -.-.. ._.~.."--
I
..
.-
HALEAlW.A <DtSl'RtJCrlaf, INC. .
5758 Trilor Road .
Naples, orlda 34109-1829
- . Teat .ADd MaIntenance Report ---
.
Cuscomer \-\- c...\ ~V,. \..... c. \ C- C~si. T"c..
Screet Ac:ldresl 1\-. \0 c v.L Mailing Addresl ~.rv-l1.....
Locadon of Assembly CY:, ~0~y f ...L @... \1 J:/..,\ '" ('--- ~ edC; \,... (~o~tt.. ")~ c~ 6'~ ~,-t- ,)
RPM Potable y( I' +
~ 1yPc Of Assembly DC [] PVB[) rife IJne ( ) Size;) e'lrt f
Manufacturer f ~ \0 co Model f)~~ y~ Serial No. (} b iJ 0 '8 ?- S-
Test Guage Manufacturer 'N\; d' w ~<)+ Gauge Serial No. ':>1.,((7 ?{
MecuNo. L ~ Date Tested rJ/4-
cHo9;). 7<) 0-). 0 {c,~ D? ,4' \$
t
CHB<;:1t VALVE #1 RELIEF VALVE CHECK VALVE #'1. PRES. VACUUM BIBADIl
( ] leaked opened at: ;) ,;:).. PSI [ ] leaked air inlet opened at PSI
V( dOled tight . ~ closed tight
gauge pre.sure did not open [ ] gauge pressure
across check " across check
,-
valve L ,'7 PSI .. valve I. ;;.. PSI I
( J deaned only [ ] cleaned only [ ] cleaned only
replaced: replaced: replaced: II
rubber kit .. ( ) rubber lcit I I rubber kit ( J
. CV assembly RV assembly CV assembly
or or or
cIisc: [ disc I ! disc I ]
o-rings diaphragm(s) o-rings
seat seat seat [ )
Ipri~ spring . sprin~ II
stem guide ~ I I Item guide
letainer o-angs retainer
lOck nuts other lock nuts
other ( .other [ ]
gauge pressure relief valve gauge pressure air inlet PSI
across Check opened at across check
valve PSI PSI valve PSI chk.va1ve PSI
Note: All repairs shall be completed within ten (10) days.
Remarks
,
I hereby certify that this data is ac:cw;ate lAd reflects the proper operation and maintenance of the uscmbly.
Tester -!/gJJ 1 Ccrt. No. Nil -q ~-1111 Date j, "3D '" oil
--
Tunc q~A-
-- .._-,-- ---~- .------
SANITARY SEWER SYSTEM
INFILTRATION REPORT
Project: (}sf?/ley /a/h~
r
Date: --r-/t)-' ZJO
Criteria: *50 gallons per inch of internal pipe diameter per mile per
day including manholes or as required by the
specifications.
An infiltration and/or flow observation was made on the subject project.
The results are as follows:
19LfO LF g *f@l
x in. Dia. x 50 day x 1 = f@l
5280 LF in. Dia. 24 11L- x 60 f@l 0.10 min.
MI day min.
From To Gallons per Minute Gallons per Minute
Measured Allowable
MH# I MH# 7E/O t::J, eo GPM 6./() GPM
,
Prepared by: ~~~
111 ~)
l
Revised 6/99
611199..wSOl Vcr: OJ!~ombac
--- .' .____._____c_.,._......~."_,__.~._.._,,____
WILSONMILLER SURVEY 941 643 6682 P.02/02
.-.- -
AUG-07-2000 17:09 .-. _. . -. .-
, . -.
9419976645 PA I NTs&COATJ ~ 2131 P02 JUl 27 ' 13l2l 11:31
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"" 'The Finest in Waste.:vater Stru~~re Rehabilitation!" "
aD le
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I'J 7,,00
To Whom It May Concern:
7?t{L
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C#I .4.1~U'd:l.'
)lrajdeal I
.
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TOTAL P.02
COLLIER COUNTY UTILITIES
WASTEWATER DEPARTMENT
PROJECT VIDEO REVIEW
DATE OF REVIEW: 4-13-00
PROJECT NAME: Osprey Pointe (North)
ENGINEER OF RECORD:
CONSTRUCTION CONTRACTOR:
VIDEO CONTRACTOR: Sewer Viewer
COMMENTS: Lines and services acceptable
t
RECOMMENDATIONS:
cx=J ACCEPTABLE:
c=J REVIEW NUMBERED COMMENTS IN ONE YEAR:
c==J NUMBERED COMMENTS UNACCEPTABLE: (REPAIR/REPLACE)
c==J OTHER RECOMMENDATIONS:
(j~ V~~
~
RCCC!\TO
APR 2 0 2000
WASTEWATE.R DEPAHTMfN1
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- -
~ COLLIER COUNTY GOVERNMENT
--~ . COMMUNITY DEVELOPMENT AND ENVIRONMENTAL SERVICES DIVISION
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Planning Services Department
2800 North Horseshoe Drive
ENGINEERING REVIEW SECTION Naples. Florida 34104
May 24,2000
Mr. Allen Witt
Wilson, Miller, Barton & Peek, Inc.
3200 Bailey Lane
Naples, FL 34105
RE: Osprey Pointe, Water & Sewer
Dear Mr. Witt:
A preliminary inspection of the referenced project was conducted by Randy Casey of the
Engineering Review Section of the Planning Services Department on May 22, 2000. Conditions
were found to be acceptable, and appear to meet County standards.
If you should have any questions, please do not hesitate to call Randy Casey at (941) 403-2418.
Sinji;?ere.l
.r ~A__
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Randy Casey
Engineering Inspector
DN/ts/f:'Jnspection form
cc: Diane Deoss, Engineering Technician, Public Works
Joe Cheathan, Wastewater Director, Utilities
Paul Mattausch, Water Director, Utilities
Evelyn Ferguson, D.O.R Billing Supervisor
Don Nobles,Engineering Inspections Supervisor
Randy Casey, Engineering Inspector
Shirley Nix., Engineering Tech. II, Engineering Review Section
File
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Phone 1941) 403-2400 Fax (941) 643-6968 \Vww.co.collier.f1. us
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New DinJctions In PlannIng. DesIgn & Enginl16rlng
EXJ./llJlr .eA "
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Description of Part of Tract .W,
Pelican Marsh Unit Seventeen, Plat Book 28.
pages 95 through 97, Collier County, Florida
(Osprey Pointe, Collier County Utility Easement)
\
Description of part of Tract .N" according to the plat of Pelican Marsh Unit Seventeen as recorded in
Plat Book 28, pages 95 through 97, Collier County, Florida, being a 15.00 foot easement lying 7.50
feet on each side of the hereinafter described centerfine of easement;
Commencing at the northwest comer of Whimbrel Watch Lane, being Tract "R", Pelican Marsh Unit
Sixteen, Plat Book 28, pages 55 and 56, Collier County, Florida;
thence along the easterfy line of said Tract "NO, South 40023'40. East 47.00 feet to the Point of
Beginning of the hereon described centerfine of easement;
thence South 49036'20" West 13.22 feet;
thence southwesterfy 61.80 feet along the arc of a circular curve concave southeasterfy'having a
radius of 95.00 feet through a central angle of 37016'29" and being subtended by a chord which
bears South 30058'05" West 60.72 feet;
thence South 12019'51" West 23.80 feet;
thence southwesterly 60.84 feet along the arc of a circular curve concave northwesterly having a
radius of 95.00 feet through a central angle of 36041'47" and being subtended by a chord which
bears South 30040'44" West 59.81 feet;
thence along a non-tangential line South 51001'13" West 53.01 feet;
thence North 46015'44" West 50.75 feet;
thence South 46015'44" East 50.75 feet;
thence South 51001'13" West 89.09 feet;
thence southwesterly 79.68 feet along the arc of a non-tangential circular curve concave
northwesterfy having a radius of 315.26 feet through a central angle of 14028'50" and being
subtended by a chord which bears South 60027'38" West 79.46 feet to a point of reverse
curvature;
thence southwesterly 68.27 feet along the arc of a circular curve concave southeasterly having a
radius of 506.30 feet through a central angle of 07043'31" and being subtended by a chord
which bears South 63050'18" West 68.21 feet;
thence South 59058'32" West 95.38 feet;
thence North 27028'48" West 48.70 feet;
thence South 27028'48" East 48.70 feet;
thence South 59058'32" West 34.55 feet;
thence southwesterly 44.59 feet along the arc of a circular curve concave northwesterly having a
radius of 266.76 feet through a central angle of 09034'40" and being subtended by a chord
which bears South 64045'52" West 44.54 feet;
thence South 69033'12" West 4.84 feet;
thence North 24030'43" West 48.56 feet;
thence South 24030'43" East 48.56 feet;
thence South 69033'12" West 36.92 feet;
thence southwesterly 131.11 feet along the arc of a circular curve concave southeasterly having
a radius of 542.00 feet through a central angle of 13051'35" and being subtended by a chord
which bears South 62037'24" West 130.79 feet;
thence South 55041'37" West 34.45 feet;
thence southwesterly 89.14 feet along the arc of a circular curve concave northwesterly having a
radius of 299.44 feet through a central angle of 17003'20" and being subtended by a chord
which bears South 64013'17" West 88.81 feet;
thence South 72044'57" West 51.93 feet;
Naples Fort Myers Sarasota Bradenton Tampa
3200 Batley Lane. SUlle200 Naples. Florida 34105-8507 941-649-4040 W 94/-643-5716 (III
www. wilsonmiller. com
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thence North 17015'03" West 42.12 feet;
thence South 17015'03" East 42.12 feet;
thence South 72044'57" West 24.83 feet;
thence South 83041'52" West 52.91 feet;
thence northwesterly 79.00 feet along the ~rc of a non-tangential circular curve concave
northeasterly having a radius of 58.00 feet through a central angle of 78002'34" and being
subtended by a chord which bears North 53021'49" West 73.03 feet;
thence North 14020'32" West 109.60 feet;
thence northerly 78.76 feet along the arc of a circular curve concave easterly having a radius of
60.00 feet through a central angle of 75012'42" and being subtended by a chord which bears
North 23015'49" East 73.23 feet;
thence along a non-tangential line North 64030'11" East 111.48 feet;
thence North 58055'57" East 80.31 feet;
thence North 51042'02" East 54.61 feet;
thence North 57059'21" East 69.01 feet;
thence North 64016'42" East 34.79 feet;
thence South 24007'04" East 40.68 feet;
thence North 24007'04" West 40.68 feet;
thence North 64014'08" East 150.73 feet;
thence northeasterly 13.05 feet along the arc of a non-tangential circular curve concave
northwesterly having a radius of 166.02 feet Ulrough a central angle of 04030'19" and being
subtended by a chord which bears North 61057'42" East 13.05 feet;
thence North 59042'33" East 118.25 feet;
thence South 17024'05" East 42.56 feet;
thence North 17024'05" West 42.56 feet;
thence North 59042'33" East 29.54 feet;
thence easterly 83.41 feet along the arc of a circular curve concave southerly having a radius of
205.00 feet through a central angle of 23018'42" and being subtended by a chord which bears
North 71021'54" East 82.83 feet;
thence along a non-tangential line South 10015'43" East 42.00 feet;
thence North 10015'43" West 42.00 feet;
thence easterly 110.15 feet along the arc of a non-tangential circular curve concave southerly
having a radius of 205.00 feet through a central angle of 30047'07" and being subtended by a
chord which bears South 81035'11" East 108.83 feet;
thence South 66011'38" East 129.30 feet to the Point of Ending of said centerline of easement.
Subject to easements and restrictions of record.
Bearings are based on the south line of said Tract "N", being North 80052'38" East.
Certificate of authorization #lB-43.
Wilson Miller, Inc.
Registered Engineers and land Surveyors
By: Date 5-22,2000
Ref. l-1546
Not valid unless embossed with the Professional's seal.
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