Pelican Strand - Commercial/ROWMEMORANDUM
DATE: September 30, 1997
TO:
Maureen Kenyon, Supervisor, Clerk to Board
FROM:
Shirley Nix, Engineering Technician II~~----
Project Plan Review
RE:
Pelican Strand, Commercial & ROW
Water and Sewer Facilities Acceptance
Recording Fee Number 113-138312-649030
Engineering Review has granted preliminary acceptance for water
and sewer facilities within the above-referenced project.
Attached, please find the following recorded documents in order:
1. Utilities Facilities Subordination, Consent and Joinder
2. Bill of Sale
3. Utility Easement
4. Utilities Facilities Warranty Deed
Also, please find attached the following documents for your files.
5. Owner's Affidavit
6. Attorney's Affidavit
Copy of preliminary approval letters from Engineering
Review
Certification of pressure testing of water lines by
Engineer of Record
10.
Certification of pressure testing of sewer force mains
Engineer of Record
Bacteriological clearances (DER certification) for water
facilities
11. DER Placement-in-Service letter for sewer facilities
Memorandum to Maureen Kenyon, Supervisor, Clerk to Board
September 30, 1997
Page Two
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
Contractor's Final Release of Lien
Lab results on bacteriological test for water lines
Verification of final cost (Detailed: quantities, sizes,
unit cost, total cost, etc.)
Letter by Engineer certifying that all water and/or
sewer facilities are located within the public
right-of-way or dedicated easements
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
Payment of water usage, laboratory and administrative
charges for filling, flushing and bacteriologically
certifying water lines from invoice prepared by the
Utilities Division
Letter from fire district regarding ownership and
maintenance of fire hydrants and certification of field
fire flow capacity test
Certification of the inflow/infiltration test for the
sewer lines by Engineer of Record
Electrical Contractor's certification on Pump Station
electric service wire sizing and voltage drop, pursuant
to National Electrical Code specification
Copy of pump station start-up report
Copy of video tape test report
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
Memorandum to Maureen Kenyon, Supervisor, Clerk to Board
September 30, 1997
Page Three
24. One copy of the Utility Easement
25. One copy of the recorded plat
26. One set of each record drawing, signed and sealed by
the Engineer of Record
If you have any questions, please call and advise accordingly.
/sn
attachments
doc:2094
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~et~n to;
Board of Collier County
Commissioner~
2228795 OR: 2349 PG: 0343
RECORDBD in 0P~ICIAL RBCORDS of COLLIER COUNTY, FL
09/23/97 at 09:4?AM DWIGHT E. BROCK, CLERK
REC FH 19.50
Retn:
~IR~E~ NIX
This instrument prepared by:.
Leo J. Salvatori, Esq.
Quarles & Brady
4501 Tamiami Trail North
Suite 300
Naples, Florida 34103
UTILITY FACILITIES SUBORDINATION, CONSENT AND JOINDER
(Pelican Strand - Commercial)
THIS SUBORDINATION, CONSENT AND JOINDER given this 3rd day
of March , 1997, by and between THE HUNTINGTON NATIONAL
BANK, a national banking association, (hereinafter referred to as
"Mortgagee"), in favor of 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, its successors and assigns (hereinafter referred to
as "County"). Mortgagee is used as singular or plural, as the
context requires.
WI TNE S SETH:
WHEREAS, Mortgagee is the owner and holder of the following,
which hereafter shall collectively be referred to herein as the
"Mortgage":
Mortgage from Pelican Strand, Ltd. in favor of JCS NAPLES
INVESTMENTS, LTD., a Florida limited partnership, dated
November 6, 1995, and recorded in Official Records Book 2117,
Page 678, of the Public Records of Collier County, Florida.
Said mortgage was assigned to The Huntington National Bank by
document dated July 29, 1996 and recorded July 30, 1996, in
Official Record Book 2211, Page 1663; and amended and restated
by document dated July 24, 1996 and recorded July 30, 1996 in
Official Record Book 2211, Page 1668, et seq., of the Public
Records of Collier County, Florida.
Mortgage from Pelican Strand, Ltd. in favor of The Huntington
National Bank, dated July 24, 1996, and recorded July 30,
1996, in Official Record Book 2211, Page 1879, of the Public
Records of Collier County, Florida.
Mortgage from Pelican Strand, Ltd. in favor of The Huntington
National Bank, dated July 24, 1996, and recorded July 30,
1996, in Official Record Book 2211, Page 1915, of the Public
Records of Collier County, Florida.
OBNAPI\113966.1
UCC-1 Financing Statement from Pelican Strand, Ltd. in favor
of The Huntington National Bank, filed August 2, 1996 with the
Florida Secretary of State as document numbers 960000160516
and 960000160513.
Se
UCC-1 Financing Statement from Pelican Strand, Ltd. in favor
of The Huntington National Bank, recorded July 30, 1996, in
Official Records Book 2211, Pages 1705 and 1962, of the Public
Records of Collier County, Florida.
WHEREAS, County has requested and received from the fee simple
owner of the Encumbered Property non-exclusive easements for the
installation and maintenance of water and sewer utility facilities
over and across a portion of the encumbered premises legally
described in Exhibit "A" attached hereto and incorporated herein by
virtue of this reference, which premises are hereinafter referred
to as the "Easement Property".
WHEREAS, County has requested that Mortgagee consent to, join
in and subordinate its Mortgage to the interest that County has in
the Easement Property to which request Mortgagee has agreed.
NOW, THEREFORE, in consideration of TEN ($10.00) DOLLARS and
other good and valuable consideration, the receipt of which is
hereby acknowledged, the Mortgagee does hereby consent to, join in
and subordinate the lien of its Mortgage to the grant of that
certain easement described herein over, under, and across the
Easement Property and any interest of the County in any water and
sewer utility facilities located therein or affixed thereto.
Except as subordinated to the easement described herein over,
under, and across the Easement Property or any water and sewer
utility facilities located therein or affixed thereto, said
Mortgage shall remain otherwise in full force and effect.
IN WITNESS WHEREOF, the Mortgagee has caused these presents to
be executed the date and year first above written.
Signed, sealed and delivered
in the presence of:
Wit~ess # 1~
(Print name below)
Renee 3. Fridley
Witness # 2
(Print name below)
Patricia S. Uhli~
MORTGAGEE:
By:
(Corporate Seal)
THE HUNTINGTON NATIONAL BANK,
a national banking association
Ch-aries 3,.
Vice President
OBNAP1 \113966.1
Page 2
STATE OF OHIO
COUNTY OF Franklin
The foregoing instrument was sworn to and acknowledged before
me this 3rd day of March , 1997, by Charles A. Giska,
as Vice President of ~E HUNTINGTON NATIONAL BANK, a national
banking association, who is personally known to me D~XX~t~XX~B~
~T~[t~,xxxxxxxxxxxxxxxxxxxxxxxxxxa~×~~~~.
My Commission Expires:
NbTARY PUBT~IC SEAL)
(Print name below)
Patricia S. Uhli§
Notary Public
Serial # (if any)
pATRIClA & t,q'ILIG
NOTARY PUBIC;, STA'[E
Page 3
OeNAP 1 \113966.1
EXHIBIT
LEGAL DESCRIPTION
A tract of land situated in Sections 18 and 19, Township 48 South, Range 26 East, Collier County,
Florida, said tract lying West of Interstate 75 and being more particularly described as follows:
Commencing at the southwest comer of Section 19, Township 48 South, Range 26 East and being on the
North right of way line of County Route 846 (100' wide), thence along Road R/W South 89o 20'28"
East a distance of 1890.22 fi. to a point, thence North 00° 21 '54" East a distance of 100.00 ff to a point
on the north edge of a canal easement and the TRUE POINT OF BEGINNING.
Thence with the north and west lines of canal easements (Deed Book 44 Page 78 and or Book 365
Page 414, Collier County); the following six (6) courses and distances;
South 89o 20'08" East a distance of 750.00 feet to a point on the ¼ section line,;
Thence; South 890 21 '04" East a distance of 267.46 feet to a pomt;
Thence; North 47o 51 '05" East a distance of 268.82 feet to a point;
Thence; North 140 05'43" East a distance
Thence; North 090 23'06" East a distance
Thence; North 04o 36' 19" East a distance
Thence; South 89o 26'00" East a distance
Interstate 75 (Or Book 365 Page 410),
Thence; North 00° 36'29" East a distance
line of Section 19
Thence; North 00°
Thence; North 00°
18,
36'21" East a distance
36'21" East a distance
of 502.45 feet to a point;
of 439.38 feet to a point;
of 671.26 feet to a pomt;
of 109.07 feet to a point on the west right of way line of
of 3443.60 feet along said right of way to a point on the north
of 1475.86 feet to a point
of 1190.58 feet to a point on the east west ¼ line of Section
Thence; North 00° 36'21" East a distance of 2666.77 feet to a point on the north line of Section 18,
Thence; North 880 31 '41" West a distance of 836.37 feet along said north section line to a point
marking the north ¼ comer of Section 18,
Thence continue; North 880 31 '41" West a distance of 2627.43 feet along said section line to a point
marking the northwest comer of Section 18,
Thence; South 00° 34'00" West a distance of 2686.42 feet along the west line of section 18 to a point
marking the west ¼ comer of Section 18,
Thence continue; South 00° 34'00" West, along said section line a distance of 2685.26 feet to a point
marking the southwest comer of Section 18,
Thence; South 890 09'52" East along the south line of Section 18 a distance of 1983.97 feet to a point
Thence; South 890 09'52" East a distance of 648.71 feet to a point on the north south ¼ section line of
Section 18,
Thence; South 00 °21 '54" West along said ¼ section line a distance of 1715.95 feet to a point,
Thence; North 890 20'04" West a distance of 750.00 feet to a point,
Thence; South 00° 21 '54" West a distance of 3505.96 feet to the point of beginning and containing
574.569 acres more or less.
Return to:
Board of Collier County
Commissioners
This instrument prepared by:.
Leo J. Salvatori, Esq.
Quarles & Brady
4501 Tamiami Trail North
Suite 300
Naples, Florida 34103
2228796 OR: 2349 PG: 0347
RBCORDED in OFFICIAL RECORDS of ¢0LLIBR C0]N?¥, FL
09/23/97 at 09:47AM DNIG~T ~. BROCK,
HC ~! I§,00
let~:
SHIRLRY NIX
BILL OF SALE
(Pelican Strand - Commercial)
THIS BILL OF SALE evidencing the sale and conveyance of the
a~ and sewer ~u~ility facilities described herein is made this
day of ~~j~_~ , 1997, by PELICAN STRAND, LTD.,
a Florida limited part~ership (hereinafter referred to as
"Seller"), and the BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDAv 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").
WITNESS ETH:
That said Seller, for and in consideration of the sum of TEN
($10.OO) DOLLARS 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 Buyer, and the Buyer's
heirs, successors and assigns forever, all those certain water
facilities and sewer facilities lying within the following
described land, together with appurtenant easement rights for the
operation, installation and maintenance of said facilities,
situate, lying and being in Collier County, Florida to wit:
(See Exhibit "A" attached hereto and
incorporated by reference herein.)
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.
OBNAP1 \3737. -- 1 --
IN WITNESS WHEREOF, Seller has caused these presents to be
executed the date and year first above written.
Signed, sealed and delivered
in our presence:
PELICAN STRAND, LTD., a
Florida limited partnership
(P, rin~ name/address below)
Witness # 2
(Print name/address below)
By:
By:
(Corporate Seal)
PELICAN STRAND DEVELOPMENT
CORPORATION, a Florida
corporation, as General
Partner ~
~. y, as ~'!7
~ice President
10621 Airport-Pulling Road/
Suite One /
Naples, FL 34109 /
/
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was sworn to and acknowledged before
me this ~~day of ~6~%(~(~V , 1997, by Robert Paul Hardy,
as Vice President of PELICAN--STRAND DEVELOPMENT CORPORATION, a
Florida corporation, as General Partner of PELICAN STRAND, LTD., a
Florida limited partnership, who is person~tTy/n~n to~e.
My Commission Expires: NOTARY PUBLIC ' (SEAL)
Bonded Thru Nolafy Public
(Pr/nt na~e below)
Notary
Serial # (if any)
QBNAP1 \3737. -- 2 --
EXHIBIT
LEGAL DESCRIPTION
*** OR: 2349 PG: 0349 ***
A tract of land situated in Sections 18 and 19, Township 48 South, Range 26 East, Collier County,
Florida, said tract lying West of Interstate 75 and being more particularly described as follows:
Commencing at the southwest comer of Section 19, Township 48 South, Range 26 East and being on the
North right of way line of County Route 846 (100' wide), thence along Road R/W South 890 20'28"
East a distance of 1890.22 ft. to a point, thence North 00° 21 '54" East a distance of 100.00 ft to a point
on the north edge ora canal easement and the TRUE POINT OF BEGINNING.
Thence with the north and west lines of canal easements (Deed Book 44 Page 78 and or Book 365
Page 414, Collier County); the following six (6) courses and distances;
South 890 20'08" East a distance of 750.00 feet to a point on the ¼ section line,;
Thence; South 890 21 '04" East a distance of 267.46 feet to a point;
Thence; North 470 51 '05" East a distance of 268.82 feet to a point;
Thence; North 140 05'43" East a distance
Thence; North 090 23'06" East a distance
Thence; North 040 36' 19" East a distance
Thence; South 890 26'00" East a distance
Interstate 75 (Or Book 365 Page 410),
Thence; North 00° 36'29" East a distance
line of Section 19
Thence; North 00° 36'21" East a distance
Thence; North 00° 36'21" East a distance
18,
of 502.45 feet to a point;
of 439.38 feet to a point;
of 671.26 feet to a point;
of 109.07 feet to a point on the west right of way line of
of 3443.60 feet along said right of way to a point on the north
of 1475.86 feet to a point
of 1190.58 feet to a point on the east west ¼ line of Section
Thence; North 00° 36'21" East a distance of 2666.77 feet to a point on the north line of Section 18,
Thence; North 880 31 '41" West a distance of 836.37 feet along said north section line to a point
marking the north ¼ comer of Section 18,
Thence continue; North 880 31 '41" West a distance of 2627.43 feet along said section line to a point
marking the northwest comer of Section 18,
Thence; South 00° 34'00" West a distance of 2686.42 feet along the west line of section 18 to a point
marking the west ¼ comer of Section 18,
Thence continue; South 00° 34'00" West, along said section line a distance of 2685.26 feet to a point
marking the southwest comer of Section 18,
Thence; South 890 09' 52" East along the south line of Section 18 a distance of 1983.97 feet to a point
Thence; South 89o 09'52" East a distance of 648.71 feet to a point on the north south ¼ section line of
Section 18,
Thence; South 00 °21 '54" West along said ¼ section line a distance of 1715.95 feet to a point,
Thence; North 890 20'04" West a distance of 750.00 feet to a point,
Thence; South 00° 21 '54" West a distance of 3505.96 feet to the point of beginning and containing
574.569 acres more or less.
Return to:
Board of Collier County
Commissioners
This instrument prepared by:.
Leo J. Salvatori, E.~q.
Ouarles & Brady
4501 Taraiami Trail North
Suite 300
Naples, Florida 34103
2228797 OR: 2349 PG: 0350
RECORDED ~n 0FFICIAA RECORDS of C0LLINR COUNTY, FL
RgC HB 33.00
ReCn: D0¢-.?0
~NG~NHR~N~ R~V~H
5586
UTILITY EASEMENT
(Pelican Strand - Commercial)
THIS EASEMENT, granted this ~ day of , ~~j~ ,
1997, between PELICAN STRAND, LTD., a Florida limited partnership,
as GRANTOR, 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, its
successors and assigns, as GRANTEE.
WI TNE S SETH:
That the GRANTOR, for and in consideration of the sum of TEN
($10.OO) DOLLARS and other good and valuable consideration paid by
the GRANTEE, receipt of which is hereby acknowledged, hereby
conveys, 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
water and sewer utility facilities, on the following described
lands being located in Collier County, Florida, to-wit:
(See attached Exhibit "A" which is incorporated by
reference herein)
TO HAVE AND TO HOLD the same unto said 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 water and sewer utility facilities thereon. GRANTOR
and GRANTEE are used for singular or plural, as the context
requires.
OBNAPI\113950.1 -- 1-
OR: 2349 PG: 0351
IN WITNESS WHEREOF, the GRANTOR has caused these presents to
be executed the day and year first above written.
Signed, sealed and delivered
in our presence:
PELICAN STRAND, LTD., a
Florida limited partnership
wl~ne.ss F 1I
(~rint n~e.~adCress below)
Witness ~ 2
(Print name/address below)
By:
By:
(Corporate Seal)
PELICAN STRAND DEVELOPMENT
CORPORATION, a Florida
corporation, as General
P a r t nerla~r~y""~ '-:~ ~?
R
Vice President
10621 Airport-Pulling Road
Suite One
Naples, FL 34109
STATE OF FLORIDA
COUNTY OF COLLIER
The fo_r~oing instrument ,.w, as sworn to and acknowledged before
me t_h. is ~-::~."'~ ?ay of ~/~..~,<c((d~ , 1997, by Robert Paul Hardy,
as Vice PresIdent of PELICAN STRAND DEVELOPMENT CORPORATION, a
Florida corporation, as General Partner of PELI~AN'.,STRAND, LTD., a
Florida limited partnership, who is ,persona/~'~n?. . .,-~wa ~me.
NQ_TARt"~PUBIII'~ '- ~ ...... (SEAL)
My Commission Expires:
(Print~ name~ below) .
NotarY ~ubl fc
Serial # (if any)
'~
GBNAPI\113~50.1 -2-
LEGAL DESCRIPTION OF SUBJECT PROPERTY:
TAVILLA CIRCLE AT PELICAN STRAND
A PORTION OF SECTION 19 TOWNSHIP 48 SOUTH RANGE 26 EAST
COLLIER COUNTY, FLORIDA.
A STRIP OF LAND SITUATED IN SECTION 19, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER
COUNTY FLORIDA, BEING DESIGNATED TAVILLA CIRCLE ON THE PLAT OF PELICAN STRAND
(TO BE RECORDED) IN THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA, SAID STRIP OF
LAND BEING 64 FEET IN WIDTH AND LYING 32 FEET EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERLINE:
COMMENCING AT A 4X4" CONCRETE MONUMENT MARKING THE SOUTHWEST CORNER
OF SECTION 19, TOWNSHIP 48 SOUTH RANGE 26 EAST AND BEING ON THE NORTH
RIGHT OF WAY, LINE OF COUNTY ROUTE 846 (100' WIDE), THENCE; SOUTH 89d 20'28" EAST
A DISTANCE OF 1890.22 FT ALONG THE SOUTH LINE OF SECTION 19 AND SAID NORTH RIGHT
OF WAY LINE TO A POINT,THENCE; NORTH 00d 21'54" EAST A DISTANCE OF 100.00 FT TO A
POINT ON THE NORTH EDGE OF A CANAL EASEMENT (DEED BOOK 44 PAGE 78), AND THE
SOUTHWEST CORNER OF A TRACT OF LAND PLATTED AS PELICAN STRAND OF WHICH THIS IS
A PART;
THENCE, ALONG THE SOUTH LINE OF SAID LANDS, SOUTH 89d 20'28" EAST
A DISTANCE OF 125.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF
STRAND BOULEVARD, OF PELICAN STRAND, THENCE; NORTH 00d32'04" EAST, 28.68 FEET
ALONG SAID EASTERLY RIGHT OF WAY LINE TO A POINT, THENCE; CONTINUE ALONG RIGHT
OF WAY;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 12d51'37", AN ARC
DISTANCE OF 71.38 FEET, WITH A CHORD BEARING AND DISTANCE OF NORTH 06d57'52" EAST,
71.23 FEET TO A POINT, THENCE; NORTH 13d23'41" EAST, 71.95 FEET, THENCE; AROUND A
CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 13d01'47", AN ARC DISTANCE OF 48.67
FEET, WITH CHORD BEARING AND DISTANCE OF NORTH 06d52'47" EAST, 48.56 FEET TO A
POINT, THENCE; NORTH 00d21'54" EAST, 42.04 FEET TO A POINT ON THE CENTERLINE OF AN
ACCESS AND UTILITY EASEMENT (TAVILLA CIRCLE 64' WIDE), ALSO DESIGNATED AS
EASEMENT A-1 OF SAID PLAT OF PELICAN STRAND (TO BE RECORDED), SAID POINT ALSO
BEING THE TRUE POINT OF BEGINNING.
THENCE SOUTH 89d 20'41" EAST, 595.89 FEET ALONG SAID CENTERLINE TO A POINT,THENCE;
AROUND A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 76d 13'12",
AN ARC DISTANCE OF 319.27 FEET, WITH A CHORD BEARING AND DISTANCE OF
NORTH 52d 32'43" EAST, 296.24 FEET TO A POINT, THENCE;
NORTH 37d 23'03" WEST, 232.74 FEET TO A POINT, THENCE'
THENCE; AROUND A CURVE TO THE LEFT THROUGH A CEN:I'RAL ANGLE OF 05d 15'43",
AN ARC DISTANCE OF 21.58 FEET, WITH A CHORD BEARING AND DISTANCE OF
NORTH 40d 00'55" WEST, 21.57 FEET TO A POINT, THENCE;
NORTH 42d 38'46" WEST, 143.97 FEET TO A POINT ON THE EASTERN RIGHT OF WAY OF SAID
STRAND BOULEVARD AND THE TERMINUS OF THIS DESCRIPTION.
CONTAINING 103171 SQUARE FEET OF LAND MORE OF LESS.
PUBLIC UTILITY EASEMENT NOTE:
A PROPOSED PUBLIC UTILITY EASEMENT 10' IN WIDTH SHALL ADJOIN THE ABOVE DESCRIBED
PROPERTY, WITH THE CENTERLINE OF SAiD EASEMENT BE1NG SITUATED 37 FEET EACH SIDE OF
THE CENTERLINE OF TAVILLA CIRCLE AND BEING PARALLEL WITH THE .ABOVCE DESCRIBED
CENTERLINE OF TAVILLA CIRCLE EXTENDING FROM THE POINT OF BEGINNING AROUND THE
ENTIRE PARCEL TO ITS TERMINATING POINT. (SEE ATTACHED MAP FOR MORE DETAILS)
LEGAL DESCRIPTION FOR STRAND BOULEVARD AT PELICAN STRAND
A PORTION OF SECTION 19 TOWNSHIP 48 SOUTH RANGE 26 EAST
COLLIER COUNTY, FLORIDA
A TRACT OF LAND SITUATED IN SECTION 19, TOWNSHIP 48 SOUTH, RANGE 26 EAST,
COLLIER COUNTY FLORIDA, BEING A DESCRIBED PORTION OF STRAND BOULEVARD AS
DESIGNATED ON THE PLAT OF PELICAN STRAND (TO BE RECORDED) IN THE PUBLIC RECORDS
OF COLLIER COUNTY FLORIDA, SAID TRACT LYING WEST OF INTERSTATE 75 AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A 4X4" CONCRETE MONUMENT MARKING THE SOUTHWEST CORNER
OF SECTION 19, TOWNSHIP 48 SOUTH RANGE 26 EAST AND BEING ON THE NORTH
RIGHT OF WAY, LINE OF COUNTY ROUTE 846 (100' WIDE), THENCE; SOUTH
89d 20'28" EAST A DISTANCE OF 1890.22 FT ALONG THE SOUTH LINE OF
SECTION 19 AND SAiD NORTH RIGHT OF WAY LINE TO A POINT,THENCE; NORTH
00d 21'54" EAST A DISTANCE OF 100.00 FT TO A POINT ON THE NORTH EDGE
OF A CANAL EASEMENT (DEED BOOK 44 PAGE 78), AND THE SOUTHWEST CORNER
OF A TRACT OF LAND PLATTED AS PELICAN STRAND OF WHICH THIS IS A PART;
THENCE; SOUTH 89d 20'28" EAST, A DISTANCE OF 20.00 FEET TO A PO1NT ON THE WEST RIGHT OF
WAY LINE OF STRAND BOULEVARD, THENCE WITH SAID RIGHT OF WAY, THE FOLLOWING 9
CALLS;
NORTH 00 DEGREES 21 M1NUTES 54 SECONDS EAST A DISTANCE OF 445.70 FEET TO A POINT,
THENCE;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 18 DEGREES 11 MINUTES 42
SECONDS AN ARC DISTANCE OF 127.02 FEET A CHORD BEARING OF NORTH 09 DEGREES 27
MINUTES 45 SECONDS EAST A DISTANCE OF 126.49 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 39 DEGREES 29 MINUTES 20
SECONDS AN ARC DISTANCE OF 344.61 FEET A CHORD BEARING OF NORTH 38 DEGREES 18
MINUTES 15 SECONDS EAST A DISTANCE OF 337.83 FEET TO A POINT, THENCE;
THENCE NORTH 58 DEGREES 02 MINUTES 55 SECONDS EAST A DISTANCE OF 127.10 FEET TO A
POINT, THENCE;
AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 10 DEGREES 41 MINUTES 42
SECONDS , AN ARC DISTANCE OF 122.17 FEET, A CHORD BEARING OF NORTH 52 DEGREES 42
MINUTES 04 SECONDS EAST A DISTANCE OF 121.99 FEET TO A POINT, THENCE;
NORTH 47 DEGREES 21 MINUTES 14 SECONDS EAST A DISTANCE OF 140.07 FEET TO A POINT,
THENCE;
THENCE NORTH 47~DEGREES 21 MINUTES 14 SECONDS EAST A DISTANCE OF 94.15 FEET TO A
POINT, THENCE;
AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 08 DEGREES 39 MINUTES 52
SECONDS , AN ARC DISTANCE OF 30.24 FEET, A CHORD BEARING OF NORTH 51 DEGRF~F~S 41
MINUTES 10 SECONDS EAST A DISTANCE OF 30.22 FEET TO A POINT, THENCE;
THENCE NORTH 56 DEGREES 01 MINUTES 06 SECONDS EAST, A DISTANCE OF 79.28 FEET TO A
POINT, THENCE;
THENCE NORTH 56 DEGREES 16 MINUTES 33 SECONDS EAST A DISTANCE OF 296.29 FEET TO A
POINT, THENCE CROSSING STRAND BOULEVARD;
SOUTH 52 DEGREES 55 MINUTES 32 SECONDS EAST, A DISTANCE OF 79.08 FEET TO A POINT ON
THE EAST RIGHT OF WAY LINE OF ROAD, THENCE;
AROUND A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 04d 06'49",
AN ARC DISTANCE OF 56.00 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 45d 17'49" WEST, 55.99 FEET TO A POINT, THENCE;
SOUTH 47d 21'14" WEST, 593.59 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 10d 41'42",
AN ARC DISTANCE OF 148.30 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 52d 42'04' WEST, 148.09 FEET TO A POINT, THENCE;
SOUTH 58d 02'55" WEST, 116.08 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 57d 41'01",
AN ARC DISTANCE OF 382.57 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 29d 12'24" WEST, 366.62 FEET TO A POINT, THENCE;
SOUTH 00d 21'54" WEST, 186.23 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 13d 01'47",
AN ARC DISTANCE OF 48.67 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 06d 52'47" WEST, 48.56 FEET TO A POINT, THENCE;
SOUTH 13d 23'41" WEST, 71.95 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 12d 51'37",
AN ARC DISTANCE OF 71.38 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 06d 57'52~ WEST, 71.23 FEET TO A POINT, THENCE;
SOUTH 00d 32'04" WEST, 28.68 FEET TO A POINT ON THE NORTH RIGHT OF WAY OF
AFOREMENTIONED CANAL EASEMENT, THENCE;
NORTH 89d20'28" WEST, 105.00 FEET ALONG SAID EASEMENT TO THE BEGINNING.
CONTAINING 227833 SQUARE FEET or 5.2303 ACRES MORE OR LESS.
PUBLIC UTILITY EASEMENT NOTE: (Strand Blvd.)
A PROPOSED PUBLIC UTILITY EASEMENT ! 0' IN WIDTH SHALL ADJOIN THE ABOVE DESCRIBED
PROPERTY AND EXTEND FROM THE POINT OF BEGINNING AROUND THE ENTIRE PARCEL TO ITS
CLOSING POINT.
(SEE ATTACHED MAP FOR MORE DETAILS)
LEGAL DESCRIPTION FOR TRACT E AT PELICAN STRAND
A PORTION OF SECTION 19 TOWNSHIP 48 SOUTH RANGE 26 EAST
COLLIER COUNTY, FLORIDA
A TRACT OF LAND SITUATED IN SECTION 19, TOWNSHIP 48 SOUTH, RANGE 26 EAST,
COLLIER COUNTY FLORIDA, BEING DESIGNATED AS TRACT E OF THE PLAT OF PELICAN
STRAND (TO BE RECORDED) IN THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA,
SAID TRACT LYING WEST OF INTERSTATE 75 AND BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT A 4X4" CONCRETE MONUMENT MARKING THE SO--ST CORNER
OF SECTION 19, TOWNSHIP 48 SOUTH RANGE 26 EAST AND BEING ON THE NORTH
RIGHT OF WAY, LINE OF COUNTY ROUTE 846 (100%VIDE), THENCE; SOUTH
89d 20'28' EAST A DISTANCE OF 1890.22 FT ALONG THE SOUTH LINE OF
SECTION 19 AND SAID NORTH RIGHT OF WAY LINE TO A POINT, THENCE; NORTH
00d 21'54" EAST A DISTANCE OF 100.00 FT TO A POINT ON THE NORTH EDGE
OF A CANAL EASEMENT (DEED BOOK 44 PAGE 78), AND THE SOUTHWEST CORNER
OF A TRACT OF LAND PLATTED AS PELICAN STRAND OF WHICH THIS IS A PART;
THENCE, ALONG THE WEST LINE OF SAID PLATTED LANDS NORTH 00d 21'54"EAST
A DISTANCE OF 1767.99 FEET TO A POINT THENCE LEAVING SAID PLATTED LINE AND
THROUGH SAID LANDS S 89d 38'06" EAST, 1453.34 FEET TO A POINT ON THE ORIGINAL
BOUNDARY LINE OF THE 574.569 ACRE TRACT OF WHICH THIS IS A PART AND ALSO
BEING THE TRUE POINT OF BEGINNING, THENCE;
NORTH 80d 57'08" WEST, 228.39 FEET TO A POINT ON A THE EAST RIGHT OF WAY OF STRAND
BLVD.,
THENCE WITH STRAND BLVD. RIGHT OF WAY AROUND A NON-TANGENT CURVE TO THE RIGHT
THROUGH A
CENTRAL ANGLE OF 39d 12'28", AN ARC DISTANCE OF 533.76 FEET, WITH A CHORD BEARING AND
DISTANCE OF
SOUTH 23d 38'10" WEST, 523.40 FEET TO A POINT, THENCE;
SOUTH 52d 55'32" EAST, 466.61 FEET TO A POINT ON THE OUTSIDE LINE OF THE AFOREMENTIONED
574.569 ACRE
TRACT, THENCE WITH SAID BOUNDARY LINE THE FOLLOWING TWO(2) COURSES AND
DISTANCES,
NORTH 09d 23'06" EAST 56.54" TO A~POINT, THENCE;
NORTH 04d 36'19" E 671.26 FEET, TO THE BEGINNING.
CONTAINING A COMPUTED AREA OF 4.301 ACRES OF LAND MORE OF LESS
See Attached Map of Survey:
Limitafiom:
Th~ parcel descriptions included in ~is r~ort are metes and bounds desmSptions prepared ti-om intbrmafion contained in maps of PELICAN
STRAND, (to be recorded). Refer to these plats for additional detailed boundary or tract information.
Prepared for:
MARICOPA HARDY
Surveyor and Mapper ht Responsible Charge:
Roger H. Harrah.
ProfessiOnal Surveyor and Mapper
License Number LS 5294
Sgal:
*** OR: 2349 PG: 0356 ***
Return to:
Board ~of Collier County Commissioners
This instrument prepared by:.
Leo J. Salvatori, Esq.
Quarles & Brady
4501 Tamiami Trail North
Suite 300
Naples, Florida 34103
2228798 OR: 2349 PG: 0357
RECORDED in 0HICIAL RECORDS of COLLIER C0UNT¥, PL
09/23/97 at 09:{TAM DWIGHT ~. BROCK, CLHK
R~C H! 15,00
DOC-,70 ,70
SHIRLH NIX
HT
UTILITY FACILITIES
WARRANTY DEED
(Pelican Strand - Commercial)
THIS INDENTURE made this ~ day of ~~~, 1997,
between PELICAN STRAND, LTD., a Florida limited par~hership,
(hereinafter "GRANTOR"), and the BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY,
AND AS EX-OFFICIO THE GOVERNIN~ BOARD OF THE COLLIER COUNTY WATER-
SEWER DISTRICT, its successors and assigns, (hereinafter referred
to as "GRANTEE").
WI TNES SETH:
That said GRANTOR, for and in consideration of the sum of TEN
($10.OO) DOLLARS and other good and valuable consideration to said
GRANTOR, the receipt whereof is hereby acknowledged, has granted,
bargained and sold to the said GRANTEE, and GRANTEE'S heirs,
successors and assigns forever, all water and sewer utility
facilities lying within the following described land, together with
appurtenant easement rights for the operation, installation and
maintenance of said facilities, situate, lying and being in Collier
County, Florida, to wit:
(See Exhibit "A" attached hereto and
incorporated by reference herein.)
and said GRANTOR does hereby fully warrant the title to said
facilities, and will defend 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 in Exhibit "A". GRANTOR and GRANTEE are
used for singular or plural, as context requires.
OB#AP1\113952.1 -- 1--
IN WITNESS WHEREOF, GRANTOR has caused these presents to be
executed date and year first above written.
Signed, sealed and delivered
in our presence:
Witness
(P,rint na~.e/~ddress below)
Witness # 2
(Print.. name/address below)
By:
By:
PELICAN STRAND, LTD., a
Florida limited partnership
(Corporate Seal)
PELICAN STRAND DEVELOPMENT
CORPORATION, a Florida
corporation, as General
Partner
/,:'
~ert Paul Hardy, as
Vice President
10621 Airport-Pulling Road
Suite One
Naples, FL 34109 /
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was sworn to and acknowledged before
me this ~-day of ~:'~<L~¢~y , 1997, by Robert Paul Hardy,
as Vice Fresident of~PEL~cANt STRAND DEVELOPMENT CORPORATION, a
Florida corporation, as General Partner of PELICAN STRAND, LTD., a
Florida limited partnership, who is perso ..' wn t~/me.
/
NOT~RY PUBhTC ' "-
My Commission Expires:
J~ ~,:'ii::,. LEO J SALYA?oRi .... -I~
-"~' "~A '
11 EXPIRES: Novemb~ 28. 2000 j{
(SEAL)
(print name below)
Notary Public
Serial # (if any)~.~<'(
OBNAP1\113952.1 -2-
*** OR: 2349 PG: 0359 ***
EXHIBIT
LEGAL DESCRIPTION
A tract of land situated in Sections 18 and 19, Township 48 South, Range 26 East, Collier County,
Florida, said tract lying West of Interstate 75 and being more particularly described as follows:
Commencing at the southwest comer of Section 19, Township 48 South, Range 26 East and being on the
North right of way line of County Route 846 (100' wide), thence along Road R/W South 890 20'28"
East a distance of 1890.22 ft. to a point, thence North 00° 21 '54" East a distance of 100.00 f~ to a point
on the north edge of a canal easement and the TRUE POINT OF BEGINNING.
Thence with the north and west lines of canal easements (Deed Book 44 Page 78 and or Book 365
Page 414, Collier County); the following six (6) courses and distances;
South 890 20'08" East a distance of 750.00 feet to a point on thl ¼ section line,;
Thence; South 890 21 '04" East a distance of 267.46 feet to a point;
Thence; North 470 51 '05" East a distance of 268.82 feet to a po_mt;
Thence; North 140 05'43" East a distance of 502.45 feet to a point;
Thence; North 090 23'06" East a distance of 439.38 feet to a point;
Thence; North 040 36'19" East a distance of 671.26 feet to a point;
Thence; South 890 26'00" East a distance of 109.07 feet to a point on the west right of way line of
Interstate 75 (Or Book 365 Page 410),
Thence; North 00° 36'29" East a distance
line of Section 19
Thence; North 00° 36'21" East a distance of 1475.86 feet to a point
Thence; North 00° 36'21" East a distance of 1190.58 feet to a point on the east west ¼ line of Section
18,
Thence; North 00° 36'21" East a distance of 2666.77 feet to a point on the north line of Section 18,
Thence; North 88o 31 '41" West a distance of 836.37 feet along said north section line to a point
marking the north ¼ comer of Section 18,
Thence continue; North 880 31 '41" West a distance of 2627.43 feet along said section line to a point
marking the northwest comer of Section 18,
Thence; South 00° 34'00" West a distance of 2686.42 feet along the west line of section 18 to a point
marking the west ¼ comer of Section 18,
Thence continue; South 00° 34'00" West, along said section line a distance of 2685.26 feet to a point
marking the southwest comer of Section 18,
Thence; South 89o 09'52" East along the south line of Section 18 a distance of 1983.97 feet to a point
Thence; South 890 09'52" East a distance of 648.71 feet to a point on the north south ¼ section line of
Section 18,
Thence; South 00 °21 '54" West along said ¼ section line a distance of 1715.95 feet to a point,
Thence; North 89o 20'04" West a distance of 750.00 feet to a point,
Thence; South 00° 21 '54" West a distance of 3505.96 feet to the point of beginning and containing
574.569 acres more or less.
of 3443.60 feet along said right of way to a point on the north
OWNER'S AFFIDAVIT
(Pelican Strand - Commercial)
STATE OF FLORIDA
COUNTY OF COLLIER
On this ~ day of I--¥~.c~ , 1997, before me personally
appeared Robert Paul Hardy, as Vfce President of PELICAN STRAND
DEVELOPMENT CORPORATION, a Florida corporation, as General Partner
of PELICA~ STRAND, LTD., a Florida corporation, owner of property
to me personally known (hereinafter "Affiant"), who, being duly
sworn on his oath, did say that 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 water and sewer 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 owner·
Affiant further says that no claims have been made to the
Owner by, nor is any suit now pending on behalf of, any contractor,
subcontractor, laborer or materialman, and further that no chattel
mortgages or conditional bills 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 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 except the
following:
Mortgage from Pelican Strand, Ltd. in favor of JCS NAPLES
INVESTMENTS, LTD., a Florida limited partnership, dated
November 6, 1995, and recorded in Official Records Book 2117,
Page 678, of the Public Records of Collier County, Florida.
Said mortgage was assigned to The Huntington National Bank by
document dated July 29, 1996 and recorded July 30, 1996, in
Official Record Book 2211, Page 1663; and amended and restated
by document dated July 24, 1996 and recorded July 30, 1996 in
Official Record Book 2211, Page 1668, et seq., of the Public
Records of Collier County, Florida.
Mortgage from Pelican Strand, Ltd. in favor of The Huntington
National Bank, dated July 24, 1996, and recorded July 30,
1996, in Official Record Book 2211, Page 1879, of the Public
Records of Collier County, Florida.
Mortgage from Pelican Strand, Ltd. in favor of The Huntington
National Bank, dated July 24, 1996, and recorded July 30,
1996, in Official Record Book 2211, Page 1915, of the Public
Records of Collier County, Florida.
OBNAP 1 \113943.1
UCC-1 Financing Statement from Pelican Strand, Ltd. in favor
of The Huntington National Bank, filed August 2, 1996 with the
Florida Secretary of State as document numbers 960000160516
and 960000160513.
UCC-1 Financing Statement from Pelican Strand, Ltd. in favor
of The Huntington National Bank, recorded July 30, 1996, in
Official Records Book 2211, Pages 1705 and 1962, of the Public
Records of Collier County, Florida.
Affiant, as and on behalf of the owner 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. Affiant is used as singular or plural, as the
context requires.
The utility facilities referred to herein are located within
the real property described in the attached Exhibit "A".
PELICAN STRAND, LTD., a Florida
limited partnership,
STATE OF FLORIDA
COUNTY OF COLLIER
By:
By:
(Corporate Seal)
PELIC~ STRAND DEVELOPMENT
CORPORATION, a Florida corporation,
as General Partner
ardy,
Vice President
Th~.f~regoing instrument was sworn to and subscribed before me
this ~ day of ~..~%0~y , 1997, by Robert Paul Hardy, as
Vice President of PELICAN STRAND DEVELOPMENT CORPORATION, a Florida
corporation, as General Partner of PEL.~GA~ a Florida
limited partnership, who is personal~ k~n
n TRAND ~ LTD.,
,'to ~ey~
My Commission Expires:
NOTARY ~P~BL (SEAL)
(P~int n~e :>clew)
Notary Public
Serial # (if
-2-
ATTORNEY'S AFFIDAVIT
(Pelican Strand - Commercial)
STATE OF FLORIDA
COUNTY OF COLLIER
ON THIS ~ day of ~/~ ,1997, before me
personally appeared LEO J. SAL~ATORI, a licensed attorney
authorized to practice in the State of Florida, to me personally
known, whose current business address and telephone number is
QUARLES & BRADY, 4501 Tamiami Trail North, Suite 300, Naples,
Florida 34103, 941-262-5959, (hereinafter "Affiant"), who, being
duly sworn on his oath, does say:
This Affidavit is given as an inducement to the Board of
County Commissioners of Collier County, Florida, to accept a
plat of the real property described in the attached Exhibit
"A", which is incorporated herein by this reference, said land
being located in Collier County, Florida, and being a part of
the property bearing Folio Nos. 00183760005, 00184120000,
0018384006, and 00184160002.
The Affiant has examined record title information to both the
real and personal property referenced in this Affidavit,
including but not limited to, information requested from the
Florida Secretary of State relative to any Uniform Commercial
Code financing statements.
Except as otherwise set forth herein, the record owner of the
real and personal property described herein, is PELICAN
STRAND, LTD., a Florida limited partnership (hereinafter
"Owner"). The Owner acquired record title to the subject real
property by instruments recorded at Official Record Book 2117,
Pages 654 and 657, of the Public Records of Collier County,
Florida, copies of which Deeds are attached hereto.
The undersigned has reviewed the partnership information for
PELICAN STRAND, LTD., and is of the opinion that the same is
current and active within the State of Florida, and is
currently authorized to do business in the State of Florida.
0
The sole general partner of PELICAN STRAND, LTD. is Pelican
Strand Development Corporation, a Florida corporation. The
undersigned has reviewed corporate information for said
corporation, and is of the opinion that said corporation is
duly organized under the laws of the State of Florida, and is
authorized to execute documents on behalf of the partnership.
The President of Pelican Strand Development Corporation is
David M. Mobley, Sr; the Vice President is Robert Paul Hardy.
Both of these individuals possess due power and authority to
QBNAP 1 \ 113969.1
10.
execute documents on behalf of said corporation. In said
capacity, both David M. Mobley, Sr. and Robert Paul Hardy also
have the power and authority to execute documents on behalf of
Pelican Strand Development Corporation, in its capacity as
general partner for PELICAN STRAND, LTD.
The subject real property described herein is free and clear
of all mortgage liens and liens of any and all other nature,
except real estate taxes for the year 1996 and all subsequent
years; and except for the following:
ae
Mortgage from Pelican Strand, Ltd. in favor of JCS NAPLES
INVESTMENTS, LTD., a Florida limited partnership, dated
November 6, 1995, and recorded in Official Records Book
2117, Page 678, of the Public Records of Collier County,
Florida. Said mortgage was assigned to The Huntington
National Bank by document dated July 29, 1996 and
recorded July 30, 1996, in Official Record Book 2211,
Page 1663; and amended and restated by document dated
July 24, 1996 and recorded July 30, 1996 in Official
Record Book 2211, Page 1668, et seq., of the Public
Records of Collier County, Florida.
be
Mortgage from Pelican Strand, Ltd. in favor of The
Huntington National Bank, dated July 24, 1996, and
recorded July 30, 1996, in Official Record Book 2211,
Page 1879, of the Public Records of Collier County,
Florida.
Ce
Mortgage from Pelican Strand, Ltd. in favor of The
Huntington National Bank, dated July 24, 1996, and
recorded July 30, 1996, in Official Record Book 2211,
Page 1915, of the Public Records of Collier County,
Florida.
UCC-1 Financing Statement from Pelican Strand, Ltd. in
favor of The Huntington National Bank, filed August 2,
1996 with the Florida Secretary of State as document
numbers 960000160516 and 960000160513.
ee
UCC-1 Financing Statement from Pelican Strand, Ltd. in
favor of The Huntington National Bank, recorded July 30,
1996, in Official Records Book 2211, Pages 1705 and 1962,
of the Public Records of Collier County, Florida.
Affiant
further states that the infor~t~c
Affidavit is true, correct, and current/
Affidavit is given. ( "///~i//~i'
LEO ~'~ SALT
Florida Bad
~ contained in this
s~'~f the date this
· ORi, ESQUIRE
No. 303100
QBNAP 1 \ 113969.1
STATE OF FLORIDA
COUNTY OF COLLIER
T_h.e foregoing inst~N~mentr, was
this ~ day of [~~
who is personally know~ t~ me.
My Commission Expires:
sworn to and subscribed before me
, 1997, by Leo J. Salv~i,
NO~AR~ PUBLi~/ (/J ' ~EAL) -
QBNAP 1 \11~969.1
1
I
I
I
!
i
i
~3C ~E! 15,00
DOt-,lO 92121,40
P 0 BOX BlI7
~..~l ~: ~01~'o0o~
arranty ueeo
This Indenture, Madethis I lth day of 0¢tober ,1995 ^.D.. Between
Stephen Tavilla, Individually and as Trustee of Land Trust
Agreement dated April 16, 1981,
of me County of Middlesex
Pelican Strand, Ltd.,
Sram of Massachusetts
a Florida limited partnership,
, grantor, and
whose address is: 2706 S. Horseshoe Drive, Naples, Florida 33942
of me CounU of Collier , State of Florida ~ grantee.
Witnesseth mat me GRANTOR. for and in ¢onslderafion of the sum of ...........
......... TEN & NO/100($10.00) .......... DOLLARS.
and o~her good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has
granted, bargained and sold to dae said GRANTEE and GRANTEE'S heirs and assigns forever, the following described land, situate,
lying and being in the County of CO11 ier st~t~ ot Florida to wit:
SEE "EXHIBIT A" ATTACHED HERETO AND MADE A PART HEREOF.
Subje~'t to restrictions, reservations and easements of record,
if any, and taxes subsequent to 1994.
Grantors hereby warrant that the herein described property is
not now nor has it ever been the Grantor's homestead property
nor contiguous thereto.
Subject to oil, gas and mineral rights of record.
and the grantor does hereby fully warrant the tide to said land, and will defend the same against lawful claims of all persons whomsoever.
In Witness Whereof~ the grantor has hereunto set his hand and seal the day and year first above written.
Signed, sealed and delivered in our presence:
Pr~l~ted Name: ~andra Adams
Witness
Printed Name: Ann Trainor
Witness
COMMONWEALTH
S~ OF Massachusetts
COLBY OF Middlesex
The foregoing instrument was acknowledged before me this llth day of October,
Steven Tavilla on behalf of said trust and as Individually
who is personally known to me cK~k~uem:l:~
This D~ument Prepar~ By:
~.l.y, P~CE. P~S~MO, S~, HE~ & RO~
2~ ~ GA~ P~AY P. O. BOX 8117
N~, ~ 33~I~117
Stephen Tavilla~ as Trustee~of Land Trust
Agreement date~l ~ ~1
By: ~C--~ (Seal)
Stephen/Tavil~a~.Trustee
By: .' ~'~-'~--~ (se~)
steph'en T/villa,~ndividually
Printed Name: T. Ktrkland~W.a. re,
NOTARY PUBLIC ·
My Commission Expires: 12 / 1 / 2000 "
PELI ClkN- TAVI LLA
/IJ.I
A pORTION OF SECTIONS 18 AN0 19 TOWNSHIP 48 SOUTH RANGE 26 EAST
COl,L,Lr~ OOUNTY. FLORIDA
A TRACT ~D¢ LAND SITUA'[ED IN 5~C'l~OCqS 18 AND 19, TOWN:~HIP 48 SOOTH, RANGE 26 E:AST
COU_~.R COIJNTY FLORIDA, SAID TRACT LYING %EST Of' INTERSTATE 7.5 AND BEING
MORE PAR~CULARI, Y DL~SCRI8E0 AS FOLLOW~'.
COkihlENQNG AT A 4X4.' ¢0NCRETE MONUMENT MARKING THE SOUTHVE. ST CORNER OF.
SI~CTION 19, TO~iI~ISHIP 4~ SOUTH RANGE 26 F_..AST AND I~ING ON THE NORTH I~OHT CE WAY
UNE OF STAT[ ROU't'[ 846 (100' WIDE), THI~NCE4 NORTH 8gO 20'R8' WEST A DISTANCE OF 2640.21 FT
TO A 3X3 CONCRETE MONUkiIgqT tAARKING THE SOUTH I/4 CORNER OF SECTION 19, THENCE;
NORTH 000 21'53" £'AST ALON0 THE 1/4 SECTION tJNE A DISTANCE CE t00.O0 Fl' TO A C0HCR['~ MONUMENT
ON '[~,~. NO~.'[H ED(;~. OF A CANA. L. -CAS[U, ENT AND "['H-C TRIJC--. P~NT OF I~GINNING.
TI-~ENCE NTH THE NORTH ~,~D EAST LINES OF' CANAL EASEMENTS (OEEI~ 8OOK 44 PAO£ 78 AND
OR BOOK PA(~ 414 , COLI_LER COUNTY) ; THE FOLLOWING SIX (6) COURSES AND I~STANCFS;
SOUTH BgD 21'04." EAST A ~STANCE OF 267.46 FT TO A POINT,
THENCE; NORTH 47~ ,51'05' E..ASI' A DiS'IANC;F-- OF 268.82 Fl' 90 A POINT
THENCE; NORTH 14D 05'43' EAST A DISTANCE OF 502.45 Irt 10 A POINT
THENCE; NORTH 09{:) Z.3'O6' EAST A DISTANCE OF' 4.39.3B FT TO A POINT,
THENCE: NORTH 040 ,36'19' EAST A D[$'TANC~ OF 671.26 FT TO A POINT,
THENCE; SOUTH 890 26'O0" .EAST A DISTANCE OF 109.07 FT 1'0 A POINT ON ll-lE 'W~ST RIGHT 0~' WAY I.JNE
OF INTI[RSTAT[ '75 (OR BOOK 3,6,5 PAG~ ,¢10'),
TH~,ICE', NORTH 000 ;)6'29" EAST A DISTANCE OF 344-3.60 F'T ALONG SAID RIOHT .CE WAY i'O A P0(NT
~ ON THE NORTH UNE OF SECTION 19
THID, IC~ NC~TH 000 38'21' EAST A D;S?ANCE OF 14.75.86 FT TO A POINT
THENCE; NORTH OOO 56'21' EAST A DIS'TANC~ OF' 1190,58 FT TO A POINT ON THE EAST WEST 1/4 UNE OF SECTION 18,
THENCE NORTH 00D ;)6'21' EAST A DISI'ANC~ OF 2666,77 ri' TO A POINT TO A POINT ON THE NORTH UNE OF SECTION 10.
THENCE.; NORTt4 B~D 31'~,l' WEST A DtSTA, NC~ OF ~,36.'37
MARmNG THE NO~TH !/4 CORNER O~ SI~CTION
TH[NC[ CONTINUE; NORTH 850 5t'41" WEST A DISTANC[ OF 2627.45 FT ALONG SMD SECTION LIN[ TO A POINT
MARmNO THE NORTH~EST CORNER OF $[C'iloN IS,
THENCE; SOUTH 000 ,.~'00" V~ST A ~$TANC[ OF 261~45.4,2 FT ALOHG THE W~.S'J' UNE OF SIC'lION 16 TO A POINT MARKING
THE WF.~T 1/4 CORNER OF S~CTION
THENCE CONT~UF-; <.jOUTH O00 34'00' W~$T, ALOHG SAiD SECTION LINE
A DISTANCE OF 268.5,26 FT TO A PO(NT MARKING THE SOUTHWE,5~'
THENCE SC4JTH 890 09'52" EAST, ALOHG THE SOOTH UNE OF SECTION 18
A DISTAHCE OF 1983,97 FT TO A POINT
THENCE: SOUTH 890 09'52" EAST A DISTANCE OF 648.71 FT TO A PO(NT ON
THENCE; SOUTH, 000 2.%'5~,' ~E$~ /kL.ONQ SAiD 1/4 ~CT~gN UNE
THENCE: NORTH 89D 20'04' WES1' A DISTANCE OF 750.00 FT TO A POINT,
THENCE; SOUTH 000 ~1'5~,' WEST A DISTANCE Of' 3505.96 FT 1'O A P~NT,
THF_.NC"'~ SOQTH 8gO ~0'41' EAST A OISTANCE OF 749.97 FT
TO 't'HE POINT OF B:E01NNINO.
AND CONTAINING 574.569 ACRES MORE OR LESS
LESS AND. EX.~EPT 11~E .FOLLOWING:
A PARCEL OF'~'t. ANO 'SITUATE.O IN SECTION 18 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLJER COgNTY FLORIDA, SAiD TRACT LY1NG
WEST OF 6N'tE.i~TAT[ 75 AND BEINC MORE PARTICULAR'ILY DESCRIBt~D AS FOLLOWS:.
COM6~NCING A't' A 4X4' CONCRETE MONUMENT MARKINC THE NORTHWEST CORNER OF E4[CTION 18, TOWt, ISHIP 4-8 S~3TH, RAN(~ 26
EAST OF ~eltCH TI~S ~$A PART, AND ALSO BEiNg TRUE POINT OF BI[GINNING;
THENCE. SOOTH O(3D 54'00' WEST A OISTAHCE OF 1~,20.OO FEET ALONG THE ~$T UNE OF SFCTION 15 TO A POINT;
THENCE, ~UTH 81~D 31'4-1' EAST. A DISTANCE OF' 200.00 FI-~T TO A POINT,
THIgtCE NOR1H 000 34' OO' EAST, ALONG A LINE RUNNING PARALLEL ~ITH THE V/EDT UNE OF 5~CT10N 18, A DISTANCE OF IO99.80 FEET
TO A POINT:
THEN~, SOuTt~ 8J~O ~' ~1' EAST, k g~S'~,NC:~ OF 250.05 t:T_El ~[O ~, 90tNT,
THENCE NORTH O00 34' 00' EAST, ALONG A UNE RUNNINg PAEALL?-.L WITH THE WIST UNE OF SEOTION lB, A C4STANCE Cxc 520.04, F~E! TO
A PCXNIT ON 9HE NORTH UNE OF' SAiD SECTION 18;
THEN'CE, NC~TH ~ 31' 41' lm?,~St A DISTANCE C)i:' 4.50,04. FEET AL. OHO SAI0 5'E. CTION LINE TO THE POINT 06' BEGINNING.
AN0 CONTAiNINg 8.208 AC:RES OF LAN0 MOR[ OR L.[SS
"EXHIBIT A"
(Page 1 of 2)
II
II
II
OR:
2117
AND ADDITIONAL LANT~ DESCRIBED AS FOLLOWS AND INCLUDED IN
THE LEGAL DESCR/PTION AS ADDITIONAL LANDS:
WILSON · ~IILLER · BARTON - SOLL & PEEK, INC.
Description of par~ of Section 19, Township 48 South,
All Chat par~ o~ Secclon 19, Township 48 South, Range ~6 Ea~,
CollSer Cowry, ~lorida ~d ~g descried as follows;
Co~enc~g == the ~ou~heas= co,er of the ~ou~wes~ 1/4 of said
Sec~on 19;
thence along ~e no~ ~d ~ou~ 1/4 ~ec~ion 1~ No~h 1'-08'-21"
WesC ~.~1 fee~ ~ ~e no~ l~e .o~ ~at land as descr~d in 0.~.
365, page 410, Collier County Public Records, Collier County,
Florida ~d ~e ~OI~T OF BEGI~I~G of ~e p=el here~ descried;
~ence along ~aid no~h line, South 87'-57'-18" West 110.55
iee~ to =h~ ~ou~ l~e of ~aid Section 1~;
thence along said south line South 8~'-09'-48" Wes= 639.46
feuC; '
thence No~ 1'-0~'-21" W~s= 100.00 feet to ~e no~ l~e
tha~ l~d as descried ~ Deed Book 44, page 78, ~!~er Co~
Public Record, ~i~ County, Florida;
thence ~ong s~d no~ l~e, Ro~ 8~'-09'-48" East 750.00
fee~ to ~e ~ ~d sou~ i/4 section l~e of ~dtd Sec~on
1~;
~hence along ~d ~e, Sou~ 1'-08'-21' East 97.69 fee~ =o the
su~=t ~ eas~nt~ ~d re~i=~ons of record;
~ings are ass~ed ~d based on ~e south l~e of the
1/4 o~ Sec~on.19, ~g ~o~ 89'-09'-48"
eg. Eng~eers and ~d Su~e~r~
~. C~i~Ci~ P.L.S.' ~2765 '
'Not valid unless embossed with the ~rofessional's seal.
~.0. 10302.2.
Re~ 4L-381 (WC~kJd tavilla desc 1)
DaCe: May 24, 1990
PG:
0656
"EXHIBIT A"
(Page 2 of 2)
II
II
o ol 3 160c-o_q
arranty Deed
This Indenture, Made this 11 day of October ,1995 ^.D., Between
Stephen Tavilla, Individually and as Trustee and as Trustee Under
the Provisions of a certain Trust Agreement dated September 5, 1980,
R~C0RHD in OHICIAL HC0~S of C0LLIH C0U~TL FL
11/07/~5 at 02:51P~ DiI~? ~, H0CL CL~[
R~C ~H 15.00
D0C-,?0 ,70
~etn:
P 0 BOX 8111
NIPLIS FL 33911 8117
, grantor, and
of me Counu of Middlesex , State of Massachusetts
Pelican Strand, Ltd., a Florida limited partnership,
whose address is: 2706 S. Horseshoe Drive, Naples, Florida 33942
of the County of Collier , Sm~ of Florida ~ grantee.
Witnesseth that the GRANTOR, for and in consideration of the sum of ..............
......... TEN & NO/100($10.00) .......... DOLLARS.
and other good and valuable consideration to GRANTOR in hand paid by GRANTEE. the receipt whereof is hereby acknowledged, has
grant~d, bargained and sold to the said GRANTEE and GRANTEE'S heirs and assigns forever, the following described land. situate.
lying and being in the County of Co i 1 i e r s~ of Florida m wit:
SEE "EXHIBIT A" ATTACHED HERETO AND MADE A PART HEREOF.
Subjedt to restrictions, reservations and easements of record,
if any, and taxes subsequent to 1994.
Subject to oil, gas and mineral rights of record.
and the grantor does hereby fully warrznt the fire to said land. and wi, defend the same against lawful claims of all persons whomsoever.
In Witness Whereof, the grantor has hereunto set his hand and seal the day and year first above written.
Signed, sealed and delivered in our presence:
~ted Name: Sandra Adams
Wit~ ~ ,~r% ~
Printed Name: Ann Trainor
Witness
~OMMONWEALTH
~ OF Massachusetts
COUNTY OF Middlesex
The foregoing instrument was acknowledged before me this 1 l th
Stephen Tavilla on behalf of said trust
who is personally known to me dgx, i//~mw/gt~
This Document Prepared By:
Jt~.~ .y, PRICB. PASSlDOMO. SIKET, HEUERMAN & ROSS
2640 GOLDEN GATE PARKWAY P. O. BOX 8117
NAPLES, FL 33941~117
Stephen Tavilla, as Trustee Under the
Provisions of a cml%lain Trust Agreement
dated September [~~~~
By' %
Stephen Tavifkla, Tr~ustee
Steph~n pavilla,
and as Trustee
(Seal)
(Seal)
Individually
Printed Name: T. Kirkland Wa.~e.iII
NOTARY PUBLIC
My Commission Expires: 12 / 1 / 2000
day of October, 19 95 .bY
and as Individually and as TrUstee
· :,'~ [ :[, ;: :",'
OR:
2117
PG:
0658
A PORTION OF SECTIONS 18 ANO 10 TOV~SHIP 48 SOUTH ~N~ 2~ E~
A ~ACT ~ ~D ~A~D IN ~C~S 18 ~O 19, TO~IP 48 S~, RAN~ 26 EAST
C~R ~NTY F~O~ S~ ~ACT L~NG ~ST ~ IN~RSTA~ 75 ~ B~NG
CO~UENQNG AT A 4X4' CONCRTI[ MONUMENT UARK~O THE S~ST ~ OF
~C~ lg, T0~IP ~ ~ R~G~ 25 EAST ~D ~ING ~ ~E NORTH ~OHT ~ WAY
U~ ~ STA~ R~ 8~(1~' ~), ~ N~ 690 20'28' ~ST A 01ST~ OF 2640.21 ~T
T0 A 3X3 C~ M~U~T M~KING ~E ~TH l/4 C~N~ ~ ~C~ 19. ~CE;
N~ 0~ 21'~' E~ST AL~0 ~E 1/4 SEC~ UNE A DIST~ ~ I~.~ ~ ~ A C~CRE~ M~UMENT
TI~NCE I~TH TME NC~TH AND EAST UNES OF' CANAL EASEMENTS (OEE~ ~ 44 PAGE: 78 AND
OR BOOK PACE 414 . COLLIER C04.1NTY') ; THE FOLLOWINC ~X (6) COUR,~S AND DISTANCES;
SOUTH &gO 21'04-" EAST A DISTANCE OF 267.46 FT TO A POINT.
THENCE; NORTH 470 51'05' EAST A DISIANCE OF 268,82 FT 1'0 A POINT
THE~C~ NO~TH 14-D 05°43° EAST A DISTANCE OF 502.45 FT TO A PO(NT
THENCE; NORTH 090 Z3'OG" EAST A DISTANCE OF' 4,39..36 FT TO A POINT.
TH~CF_: NORTH 040 36'19' EAST A DISTANCE OF 67%2§ FT TO A POINT.
THENCE; SOUTH 890 26'00" .EAST A OiSTANCE OF 109.07 I:'T TO A POINT ON THE WEST RIGHT OF WAY ENE
OF INTERSTATE 75 (OR BOOK J,x6$ PAGE ~,I0').
THENCE: NORTH 000 58'29" EAST A DtSTANCE OF' 344.3.60 FT ALONG SND RIGHT-OF WAY ~'O A POINT
ON THE NORTH UNE 06' SECTION ]9
THENCE: NC~TH 000 38'21' EAST A DISTANCE Of 1475,8& FT TO A POINT
THENCE; NORTH OOO 56'21' EAST A DISTANCE OF' 1190,58 FT TO A PO(NT ON TH[ EAST WI. ST 1/4 UNE OF ,.%ECTION 16,
THENC/; NORTH 0Q.D 36'21' EAST A DISTANCE OF' 2666.77 I:'T TO A PONT TO A POINT ON 'I~IIF NORTH UNE OF' S£CTION 18.
THENC£; HORTH ~,~) ~t'4~%" WE--~T A ~%S'I'AHCF_ ~ ~,~.~7 t"~' AL(~ctG ~A~D ~OR~-I~ S[C'T~b~i UN[, TO A PC~N*T
IdARK. iNG THE NORTH I/4 CO~NER OF' ~CTION
THENCE CONTINUE;' NORTH 880 ,%1'41' WEST A DISTANC~ OF 2627.4,% FT ALONG SAiD SEC]ION LINE TO A POINT
14ARk3NG THE NORTHY, EST CORNER O~ SECTION 16,
THENCE; SOUTH 000 34'00" ~ST A DISTANCE OF 26B6.42 FT ALOHC THF' WEST UN[ OF S[¢~0N 18 1'O A POINT MARKING
THE WEST 1/4 CORNER OF SEC3]ON
THENCE CONTINUE; SOUTH 00D ,34'00' WEST, ALONG SAID :SECTION LINE
A DISTANCE OF 2685,2§ FT TO A POINT UARKING THE SOUTHWEST CORNf_.R OF' SECTION
THENCE; SOUTH 890 0g'52' EAST. ALO61G THE SOUTH UNE OF' SECTION 18
A DISTANCE OF 19B3,97 FT 'tO A POINT
THENCE: SOUTH 890 09',~2" EAST A DISTANCE OF' &48.71 F'T TO A PCINT ON TH[ NORTH SO(JTH 1/4 ro~CTION LINE OF' SECTION
THL'NCE; SOUTH 00~ 21'54" ~_'ST ALONG SAt0 1,/4 ~ECI%ON Ut{F- A DISTANCE. Of' 171,.5,95 FT TO A POINT.
TH[NC[: NORTH 890 20'04" W~S'I' A DISTANC£ OF 750.00 FT TO A POINT,
THENCE; SOUTH 000 21'54' WEST A DISq'ANCE Of' ,3,505.95 FT TO A
THENCE; SOUTH ~J~O ZO'4t" EAST A D~STAJVCE OF ?49.97 FT
TO THE PO(NT Cf* BEGiNNINO.
AND CONTAJNING 574,569 ACR[S
LESS AND. EX,?_PT THE .FOLLO~NO:
A PARCEL CkC'LANO ~TUATE0 IN SECTION 1§ TO~M'qSHIP 4~ SOUTH, RAJ,ICE; 26 'SALT, COLLIER COUNTY FLORIDA, SAID 'TRACT LYING
Y, EST OF ~ITER~TA~ 75 AND 8EINC U0RE PARTICULARTLY DESCRIBED AS FOLLOWS:.
C, OMblENONG AT A 4X4' CONCRETE; MONUMENT MAP, KIN(~ THE NORTHWEST C0RNFJ~ OF $1'-'¢TION 18. TOWNS;HIP 4-8 S(~TH. RAN~ 2{5
EAST OF' 'd,HICH THiS IS A PART, AND ALSO BEING TRUE POINT OF I~GINNING;
THENCE. SOUTH COD .T~'OO' WEST A DISTANCE OF 1420.00 FEET ALONG THE '~$T UNE OF SECTION 18 TO A POIN'r:
THENCE, SOUTH 88.D 31'41" EA$?. A D~S'/'ANCE OF 200,00 FEET TO A POINT.
THD'4CE NORTH 000 54' 00' EAST. ALONG A UNE F(UNN~NG PARALLEL ~TH THE w~5"r UNE OF 5~CT10N 18.. A DISTANCE OF 1099.80 FEET
1'O A POINT:
T~OS, SOUTM ~50 3',' 4%' EAST, A O~S~ANC~ OF 250.03 FEE~ ~O ~ POiNt,
THENCE N~qTH 000 3~' 00' EAST, ALONG A UNE RUNNIND PARALL£L ~TH THE WEST UNE OF ~C]]ON 18. A ~S~ANCE OF 320.04 FEET T
A POINT ON THE NORTH UNE O~ SAID SECTION 18:
THiCk. NC~TH ~ Jl' 41' WEST A (DISTANCE ~ 430,04- F'~Er ALC)f~G 5Al0 .5~,CTION LINE TO THE POINT Chc' DEC, INNING,
AN0 CONTNNING B.208 AC~L-S 0r LAN0 MORE C~q LESS
"EXHIBIT A"
(Page 1 of 2)
COLLIER COUNTY GOVERNMENT
COMMUNITY DEVELOPMENT SERVICES DIVISION
2800 NORTH HORSESHOE DRIVE
NAPLES, FL 55942
(941) 645-8400
ENGINEERING REVIEW SECTION
July 11, 1997
Mr. Mark McCleary, P.E.
Community Engineering Services, Inc.
9200 Bonita Beach Road, Suite 213
Bonita Springs, FL. 34135
A CERTIFI E D BLUE CHIP COMMUNITY
Re: Pelican Strand Commercial
Dear Mr. McCleary:
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 3.2.6.5.2.
All water and sewer facilities approved and 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 cf County Commissioners shall adopt a
resolution giving final approval of the required improvements,
acknowledging the dedication(s) of the final subdivision plat and
establishing County responsibility for maintenance of the
required improvements if it 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,
John R. Houldsworth
Senior Engineer
COLLIER COUNTY GOVERNMENT
COMMUNITY DEVELOPMENT SERVICES DIVISION
ENGINEERING REVIEW SECTION
August 22, 1997
2800 NORTH HORSESHOE DRIVE
NAPLES, FL 33942
{941) 643-8400
.\ CERTIFIED BLUE CHIP COMMUNITY
Mark D. McCleary
Community Development Services, Inc.
9200 Bonita Beach Road, Suite 213
Bonita Springs, FL 34135
Re: Pelican Strand - Commercial and Right-of-Way
Dear Mr. McCleary:
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 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 if it 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 Nix
Engineering Technician II
cc:
Tim Clemons, Wastewater Director
Michael Newman, Water Director
Cindy Erb, Public Works
Paul Hardy, Pelican Strand Dev. Corp.
Trisha A. Akers, PMS. Inc.
COMMUNITY
ENGINEERING
~ R
SE VICES,
REGENCY V1LLAGE (a/k/a PELICAN STRAND)
COMMERCIAL
PRESSURE MAIN TESTING
(Strand Blvd. and Taviila Circle)
A representative of our firm has witnessed a successful two (2) hour pressure test of the
potable water mains, forcemains and effluent mains constructed as part of this project. A
test pressure of 150 psi (water mains), 100 psi (forcemains) and 150 psi (effluent mains)
was maintained throughout the test in accordance with Collier County specifications.
Mark D. McCleary, P.E.
44052
Date Florida Reg. No.
9200 Bonita Beach Road · Suite 213 · Bonita Springs, FL 339~,3
(941) 495-0009 · fax (941) 495-7934
CuMMUNITY
ENGINEERING
ERVICES, INC.
lit'il En!tim'm'in~/ ".~ttct'c!tit~/ · l'r~!icct 3htt~a.qcme~t
REGENCY VILLAGE (a/k/a PELICAN STRAND)
RIGHT-OF-WAY IMPROVEMENTS
PRESSURE MAIN TESTING
(Immokalee Road and Entry Bridge)
A representative of our firm has witnessed a successful two (2) hour pressure test of the
potable water main, forcemain and effluent main constructed as part of this project. A test
pressure of 150 psi (water main), 100 psi (forcemain) and 150 psi (effluent main) was
maintained throughout the test in accordance with Collier County specifications.
Mark D. McCleary, P.E.
-~/~//~ ~7 44052
Date Florida Reg. No.
9200 Bonita Bcach Road * Suite 21g · Bonita Springs, FL 33923
(941) 495-0009 · fmx (941) 495-7934
June 12, 1997
Regency Village a!k/a
~elican Strand-Co~,ercial
(Collier Country RegJ. onal W'TP)
DSil-298292
' - .- .n.s aSency
· ,.B~'~"'~,~.,' o?. t'.hi% ?--~"~';¢'~;<~,t.i,t-c~.. :~d a~~,_'~;,~-~t=to.y..~ bacteriolcgica~
<:~.',n'hj.-'~u~< <.,.oo.~s~,~,~i)~ iD cur ~'ater suF, p!y p'c'cgra'~ is appreciated,
Sin3ereiy,
Ga~/ A.
43590~
, P~fO3
June 12, 1997
Mark D. McCl~ar¥.. P.E., Agent
Co.~unity ~ngir.--~erin.:~ S,.-:rvica.~, ina.
9200 Bomi.t~ Death ~ioad, S~ite 213
Bonita Spri~,g:~, Yiorida 34135
Regency Village a/k/a
Pelican Strand-Bridge/
Right-or-'way Improvements
(Collier county Regional WTP)
D$11-290057
..
that ~e ~abj~ct w~ter
comp~ted in accordance
pel~itted by this agency ·
~ .... ~oa a ~;.atLsf~.ctory bacteriological
r~su. ite:, w~ ar,;: app~'oving the~a faciliti,~s for se~ice. Your
co.~'t;inued ccoperatio~ i.n cu~ '.=~.= ~'~ Sup[>!y program i~ a~preciated.
CAM/o JO/sl<~
Sincere,fy,
? ·
Ga'?"~.:-'A,
Department of
Environmental Protection
South 'Oi, trict-
Lawton Chiles 2295 Victoria Avenue, Suite 364
Governor Fort Myers, Florida 33901-3881
Virginia B. We~erell
Secre=ry
June 19, 1997
Paul Hardy, Vice President
Pelican Strand Development Corporation
10100 Vailwood Drive
Naples, FL 33999
~ sr~r~ o~r~vr
Re: Collier County - DW/CS
Certificate of Completion
Permit No. CSll-290018
Regency Village aka Pelican
Strand-Bridge Right-of-Way
Improvements (Forcemain)
Connected to: Collier County
North Regional WWTP
Dear Mr. Hardy:
We have received a certificate of completion of construction
dated May 23, 1997, as submitted by Mark D. McCleary, P.E. of
Community Engineering Services, Inc. on June 6, 1997 for the
project authorized by the above permit number. Accordingly, the
wastewater collection/transmission system may be placed into
service.
Sincerely,
g, D.,
Water Facilities
Section Manager
HWY/RJE/klm
cc: Mark D. McCleary, P.E.
Timothy L. Clemons
"Protect, Conserve and Manage Florida's Environment and Natural Resources"
Prfnted on recycled pal>er.
Law~on FJ~il~
Governor
Department of
Environmental Protection
South District
2295 Victoria Avenue, Suite 364
Fort Myers, Florida 33901-3881
June 20, 1997
Paul Hardy, Vice President
Pelican Strand Development Corporation
10100 Vailwood Drive
Naples, FL 33999
Virginia B. Wetherell
Secretary
RECEIVED
WA s TEWA TEa O~a~ raaF.~rr
Re: Collier County - DW/CS
Certificate of Completion
Permit No. CSll-298291
Regency Village aka Pelican
Strand-Commercial (Gravity
Sewer, Lift Station &
Forcemain)
Connected to: Collier County
North Regional WWTP
Dear Mr. Hardy:
We have received a certificate of completion of construction
dated May 23, 1997, as submitted by Mark D. McCleary, P.E. of
Community Engineering Services, Inc. on June 6, 1997 for the
project authorized by the above permit number. Accordingly, the
wastewater collection/transmission system may be placed into
service.
Sincerely,
Harley W; Young~ Ph.D., P.E.
Water Facilities
Section Manager
HWY/RJE/klm
cc: Mark D. McCleary, P.E.
Timothy L. Clemons
"Protect, Conserve and Manage Florida's Environment and Natural Resources"
Pr,n~ed on recycled paper.
FINAL WAIVER AND RELEASE OF LIEN
{STATE OF FLORIDA
COUNTY OF ('lJO(/'l,~ ' }:SS
KNOW ALL MEN BY THESE PRESENT, that the undersigned, NAPLES ROAD BUILDING CORPORATION, in consideration
of final payment from Pelican Strand Dev. Corp. in the amount of $10.00 (Ten dollars and no cents) receipt whereof is
hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release
and quit claim all liens, lien rights, claims or demands of every kind whatsoever which the undersigned now has, or may
hereafter have against that certain real estate and the improvements thereon, situated in Collier County, Florida and described
as;
PELICAN STRAND, COMMERCIAL UTILITIES - Section 19, Township 48 S, Range 26 E, or Book 2119 page 385, Collier
County, Florida
on account of work and labor performed and/or materials fumished on, to or about the construction of any building or buildings
situated thereon, or in improving said property above described of any part thereof.
It is being the understanding of the undersigned that this is a Final Waiver and Release of Lien which the undersigned may
have against the property described herein. The undersigned warrants that no assignment of said liens or claims, nor the right
to perfect a lien against said real estate, by virtue of the accrual of said payment, has or will be made and that the undersigned
has the right to execute this Final Waiver and Release of Lien and that all laborers employed by the undersigned and all bills
for materials and supplies furnished by others to the undersigned in connection with the construction of improvements upon
the aforesaid premises, has been fully paid and that vendors and subcontractors will make no claim of lien on the above
property.
IN WITNESS WH,ERE~O~, I have executed this instrument this
undersigned is (~"'-) personally known to me or ( ) presented
TNE~S:
Notary Public
MY COMMI~ION
. .
My Commission ~es
SEAL
Day of ~ , 19
as identification.
The
May-20-97 11:27A PMS 4359082 P.02
FINAL WAIVER AND RE~I,EASE OF LIEN
{STATE OF FLOPdDA COUNTY OFC}~~__} :SS
KNOW ALI. MEN BY THE~SE PRESENT, that the undersigned. NAPLES ROAD BUlL,DING
CORPORATION, in consideration of final payment fi.om Pelican Strand Dev. Corp. in the mount ors 10.00 (Ten
dollars and ao cents} receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the
undersigned accruing, do hereby waive, release and quit claim ali liens, lien rights, claims or demands of every kind
whatsoever which thc undersigned now has, or may hereafter have against that certain real estate and the
improvements thereon, situated in Collier County, Florida and described as:
PELICAN STRAND, COMMERCIAL UTILITIES - Section 19, Township 48 S, Range 26E, or Book 2119
page 385, Collier County, Florida
on account of work and labor performed and/or materials furnished on, to or about the construction of any building
or buildings situated thereon, or in improving said property above described of any part thereof.
It is being the understanding of the undersigned that this if a Final Waiver and Release of Lien which the
undersigned may have against the property described herein, The undersigned warrants that no assignment of said
liens or claims, nor the right to perfect a lien against said real estale, by virtue of the accruai of said payment, has or
will be made and that the undersigned has the right to execute this Final Waiver and Release of Lien and that all
laborers employed by the undersigned and all bills for materials and supplies furnished by others to the undersigned
in connection with the construction of improvements upon the aforesaid premises, has been fully paid and that
vendors and subcontractors will make no claim of lien on the above properD,.
Day
undersigned is ~ personally known to me or ( ) presented as identification.
!;TNESS:
Notary Public
My Commission Expires
S~ I &I)'IP'Y/3% OFFICIAL NOTARY
TRiSHA A AKERS
~ ~O~ FLO~ ~ C~MISS=ON EXPIRES
Print Name/Title'
The
State of Florida
Department of- Health and Rehabilitative Services
' Office of Laboratory Services
Jacksonville, Miami, Pensacola
Tampa, West Palm Beach
DRINKING WA TER
BACTERIOLOGICAL ANAL Y$15
Press hard, (5) copies
DHRS~ 55261 ~R LAB USE ONLY
Rec ~d 2: 05 PM 05-21-9/
TESTED
Date: 05-21-97 By: G GRABNE~
Time: 3:00 pm TO 4: 25 pm
CONFIRMED
Start:
Finish:
By:
SYSTEM NAME: Collier County Water
ADDRESS: 3301 Tamiami Trail, Naples, FL
COLLECTOR: GEOFF GRABNER
PELICAN STRAND
SAMPLE SITE (Locality or Subdivision):
DeptsYSTEM I.D. NO: 5114069
Collier
COUNTY:
SYSTEM PHONE #: 732-2558
11
DISTRICT:
COLLECTOR PHONE #: 352-7007
DATE AND TIME COLLECTED: 05--21--97 9: 11 to 9: 30 am
TYPE OF SUPPLY(Circle one): '~J~om~umo_~y._water .s~te~].%> Noncommunity water system Nontransient - noncommunity water system
Private well Swimming pool Bottled water Limited Use system
TYPE OF SAMPLE(Circle one): Compliance Repeat Replacement~ .-Maid cleararlce_2) Well survey Other
(Check Box) ....... : ........
[ ] Distribution
[ ] Raw [ ] Check here if payment made
to
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
6 1 + 50 JUMPER 3.5 8 7 /',
' ,"-~'. 448-5-97
7 9 + 50 HYDRANT 3.5 8.6 /~
r-~ 449-5-97
8 11 + 50 HYDRANT 3.5 8.5
: ~ 450-5-97
9 16 + O0 HYDRANT 3.5 8.5 451-5-97
10 7 + 7 _54~ 3.5 8.6 i'~ 452-5-97
presuml Total coliform and fecal coliform or E. coli confirmation will follow i 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 REVIEYER
REMARKS: DAY TWO
NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT
REVIEWING OFFICIAL:
TITLE:
SATISFACTORY
INCOMPLETE COLLECTION INFORMATION
REPEAT SAMPLES
REPLACEMENT SAMPLES
State of Florida
Depart. merit of-Health and Rehabilitative Services
Office of Laboratory Services
Jacksonville, Miami, Pensacola
Tampa, ~/est Palm Beach
DRINKING WA TER
BACTERIOLOGICAL ANALYSIS
OHR.~ ~, ~ ......
.... ;)~] { LAB USE ONLY
Rec'd 1:35 ~hl 05-20-97
TEsfED'
Date: 05-20-97 By: M LUCAS
Time: 2:30 pm TO 4:00 pm
CoNF i:R'I, iI~D
Start:
Finish:
By:
Press hard, (5) copies
SYSTEM NAME: Collier CoUnty WAter
3301: Tamiami' Trai~l~, Napl;es, FL
ADDRESS:
COLLECTOR: MIKE LUCAS
SAMPLE SiTE (Locality or Subdivision):
DATE AND TIME COLLECTED: 05--20--97
DePtSYSTEM I.D- N0:5114069
Collier
COUNTY:
PELICAN'STRAND
9:1'0 to 9:30 am
SYSTEM PHONE #: 732--2558
11
DISTRICT:
COLLECTOR PHONE #: 352--7007
TYPE OF SUPPLY(Circle one): .~.£ommunity water system ' Noncommunity water system Nontransient - noncommunity water system
Private well Swim~ning pool Bottled water Limited Use system
TYPE OF SAMPLE(Circle one): Compliance Repeat Replacement .:~ain.clearance Welt 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
6 1 + 50 JUMPER 3·5 8·7 /-'~ 400-5-97
7 9 + 50 HYDRANT 3.5 8.7 ..A 401-5-97
8 11~ + 50 HYDRANT 3.5 8'.5 402-5-97
9 16 + O0 HYDRANT 3.5 8·5 403-5-97
10 7 + 75~ 3.5 8.6 ~¢ 404-5-97
Results in this column are presumptive. Total coliform and fecal coliform or E. coti confirmation wit[ follow in 24-48 hours.
P - Cotiforms are present C - Confluent growth TA - Turbid, Absence of gas or acid
A - Coliform are absent TNTC - Too numerous to count
INVOICE ADDRESS (if different than address below):
REMARKS: DAY ONE
INTERPRETATIONS-REMARKS BY. PROGRAM REVIEWER
o
~.o
NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT
REVIEWING OFFICIAL:
TI'TLE:
( )
( ) SATISFACTORY
( ) INCOMPLETE COLLECTION INFORMATION
( ) REPEAT SAMPLES
( ) REPLACEMENT SAMPLES
REVISED MAY 1997
REGENCY VILLAGE COMMERCIAL - IMPROVEMENT PLAN
ENGINEERING ESTIMATE OF PROBABLE CONSTRUCTION COST
GRADING, PAVING AND DRAINAGE
ROADWAY CONSTRUCTION
CLEARING AND GRUBBING AC 13.2
3" ASPHALT TYPE III SY 9365
1-1/2" ASPHALT TYPE III SY 4410
8'' LIMEROCK BASE SY 13775
12" STAB SUBGRADE SY 16060
TEMPORARY CUL-DE-SAC EA 1
CURB AND GUTTER LF 7910
4"X6' CONCRETE SIDEWALK LF 2025
4"X4' CONCRETE SIDEWALK LF 1655
STRIPING AND SIGNAGE LS 1
STREETLIGHTING LS 1
SEED AND MULCH SY 10500
1' SOD STRIP SY 3404
EROSION CONTROL LS 1
PERIMETER BERM LF 6050
UNIT PRICE
$2,500.00
$7.00
$4.50
$2.50
$7,500.00
$10.00
$6.80
$3,500.00
$54,438.0O
$0.25
$1.44
$1,ooo.oo
$1.oo
SUBTOTAL
DRAINAGE
l)aF,~,.]l~It~ UNITS ~ UNIT PRICF.
18'' RCP LF 740 $24.00
24" RCP LF 640 $28.00
30" RCP LF 730 $36.00
36" RCP LF 1076 $60.00
48" RCP LF 205 $70.00
54" RCP LF 500 $85.00
CURB INLETS EA 18 $1,500.00
FIELD INLETS EA 11 $800.00
JUNCTION BOXES EA 8 $1,200.00
CONFLICT BOX EA 1 $1,500.00
CONTROL STRUCTURE EA 1 $2,000.00
54'' MITERED END EA 1 $900.00
SUBTOTAL
SUBTOTALS
ROADWAY COST
DRAINAGE
TOTAL COST
$33,000.00
$65,555.00
$26,460.00
$61,987.50
$40,150.00
$7,50O.00
$47,460.00
$20,250.00
$11,254.00
$3,500.00
$54,438.00
$2,625.00
$4,901.76
$1,ooo.oo
$6,050.00
$386,131.26
$17,760.00
$17,920.00
$26,280.00
$64,560.0O
$14,350.00
$42,500.00
$27,000.00
$8,800.00
$9,600.00
$1,500.00
$2,000.00
$900.0O
$233,170.00
$386,131.26
$233,170.00
$619,301.26
REVISED MARCH 1997
REGENCY VILLAGE COMMERCIAL - IMPROVEMENT PLAN
ENGINEERING OPINION OF PROBABLE CONSTRUCTION COSTS
WATER AND SEWER
WATER DISTRIBUTION SYSTEM
DaF.~$C,.[~,~ [YNITS QUANTITY
10" PVC WATER CL-150 LF 3100
10" PVC WATER CL-200 LF 150
FIRE HYDRANT ASSEMBLY EA 8
10" GATE VALVE EA 6
AUTOMATIC AIR RELEASE VALVE EA 2
TESTING AND CHI. X)RINATION LS 1
SEWAGE COLLECTION SYSTEM
8" PVC SANITARY SEWER LF 2585
SANITARY MANHOLE EA 16
10" PVC FORCE MAIN LF 600
PUMP STATION (12') EA 1
SERVICES EA 9
EFFLUENT WATER DISTRIBUTION LINE
6" PVC EFFLUENT LINE LF
10" PVC EFFLUENT LINE LF
SUBTOTALS
WATER DISTRIBUTION SYSTEM
SEWAGE COLLECTION SYSTEM
EFFLUENT WATER DISTRIBUTION LINE
TOTAL COST
1795
1800
$14.00
$16.00
$1,525.00
$750.00
$1,100.00
$1,400.00
SUBTOTAL
$16.00
$1,400.00
$12.00
$100,000.00
$450.00
SUBTOTAL
$10.00
$12.00
SUBTOTAL
$43,400.00
$2,400.00
$12,200.00
$4,500.00
$2,200.00
$1,400.00
$66,100.00
TOT~
$41,360.00
$22,4OO.0O
$7,2OO.00
$100,000.00
$4,050.00
$170,960.00
$17,950.00
$21,600.00
$39,550.00
$66,100.00
$170,960.00
$39,550.00
$276,610.00
CuMMUNITY
ENGINEERING
SERVICES, INC.
May 14, 1997
Collier County Government
Community Development Division
2800 North Horseshoe Drive
Naples, Florida 34104
RE: Regency Village a/k/a Pelican Strand - Commercial
To Whom It May Concern:
After reviewing the as-built plans and information provided to me from the contractor,
developers, and surveyor, we can certify that all water and sewer facilities fall within the
proposed public right-of-way or dedicated easements.
Sincerely,
COMMUNITY ENGINEERING SERVICES, INC.
Mark D. McCleary, P.E.
President
MDM:pae
o:(pam)~works\projc~[q\peloian\cowanoroi~w..~mt.wps
9200 Bonita Bcnch Road * Suite 2113 · Bonita Springs, FL 33923
(941) 495-0009 · fax (941) 495-7934
CuMMUNITY
ENGINEERING
SERVICES, INC.
May 14, 1997
Collier County Government
Community Development Division
2800 North Horseshoe Drive
Naples, Florida 34104
RE: Regency Village a/k/a Pelican Strand; Right-of-Way Improvements
To Whom It May Concern:
After reviewing the as-built plans and information provided to me from the contractor,
developers, and surveyor, we can certify that all water and sewer facilities fall within the
proposed public right-of-way or dedicated easements.
Sincerely,
COMMUNITY ENGINEERING SERVICES, INC.
Mark D~ McCleary, P.E.
President
MDM:pae
c :(para )'masworks\proj~ctshp~lcian~.ow.imprLmw_c~rnt. wl~
°°0n Boniia Beach Road * Suite 213 · Bonitn Springs, FL 339~3
(941) 495-0009 · frux (941) 495-7934
WARRANTY
The undersigned, Naples Road Building Corporation, does hereby warranty and/or guarantee the
sewer facilities of the following to be free from defects of material and workmanship for a period
of one year from the date of acceptance;
Pelican Strand Commercial Area - Section 19, Township 48 S, Range 26 E,
Collier County, Florida - OR Book 2119, Page 385
The undersigned party further agrees that they will, at their own expense, repair and/or replace
all such defective work under this warranty. It is further understood that the consideration for th e
giving of this warranty is required by the general conditions and specifications under which this
contract was let.
Naples Road Building Corporation
Sh~nnoh ~Ic~weli-a(Vic~MSresident
NOTARY PUBLIC:
STATE OF FLORIDA
COUNTY OF COLLIER
Sworn and subscribed to before me this
My commission expires:
Dayof //'~ ~gJ , 1997.
/
NOTARY PUBLIC
EXPIRES March 4 2001 I[
waranty, wpd
~1 Receipt-
CDPR1103 - Official Receipt
Collier County
Board
of County Commission'ers
Date
8/11/97 11:51:29 AM
Payment Slip Nbr
UT 20662
Trans Number
29555
Post Date
8/11/97
NAPLES ROAD BUILDERS
Payor' NAPLES ROAD
Fee Information
Fee Code Description GL Account Amount Waived
42REIN CNTY REINSTALL, FLUSH, REPAIR 40825321234333000000 $567.20
Total "
$567.20
Payments
Payment Code Account/Check Number Amount
CHECK 22324 $567.20
Memo:
INVOICE # 25820
FULL BORE FLUSH FOR PELICAN STRAND
Total Cash $0.001
Total Non-Cash $567.20
Total Paid [ $567.20]
Cashier/location: GARRETT S / 1
User: LONG C
Collier County Board of County Commissioners
CD-Plus for Windows 95/NT
Printed:8/11/97 11:51:53 AM
Sep-08-97 ).2: 57 P.02
North N ple Fire Control &
RRE P~E~NT~ BUR~U
1~I PINE RI~E ~AO · NAPleS. ~RIDA ~ 109
Sea,ember 4 ~ 1997
Nark O. #cCleo;¥
g200 8Shit& Be&ch nd.
Bonita SprLngs, FL 34135
Pelican Sci*and - ~ tiydr&n~$
Thc NorLh Naples Fire Cent;el and ResCue Ol;tr£ct has inspected
and received our fees ~oc ownership az:d maintenance of the
at ~E~s hims.
?he followln9 are ~he resu!~ sE a ~low I:es~.:
Static 70
Residual 62
GPM L278
Pilot 58
me a cali o
Sincerely,
NORTH NAF~E$ FIRE D~DARTH~NT
Karl K. Reynolds
Flee Marshal
Fire P~evefl~ton
COMMUNITY
ENGINEERING
ERVICES, INC.
(;it'll Et~.qi~tc~'ritt,q · ,'qttrt'('.ttit~.q · l~ro.j(,ct 31attag('ment
REGENCY VILLAGE (a/k/a PELICAN STRAND)
COMMERCIAL
INFILTRATION STATEMENT
(Strand Blvd. and Tavilla Circle)
The sanitary sewer system for this phase of construction has been lamped and found to be
in acceptable condition. Infiltration testing of the existing lines was not required as the
submerged lines and manholes were found to be dry.
Mark D. McCleary, P.Eff
o-~//~,'//~/7 44052
Date Florida Reg. No.
9200 Bonita Bcach Road · Suile 213 · Boniia Springs, FL 33923
(941 ) 495- 0009 * fax (941) 495-7934
¢ommun Inc.
1045 Fiffiq Aver~, North - Naldes, Florida 3:394~-5880 - (941)262-3438 - Fax (941)262-$943
Naples Road Building Corp.
4500 Executive Dr.
Naples Fl. 34119
Attention: Mr. Shannon Howell
Subject: Pelican Strand Master Lift Station
Per the specifications we have tested the above memioned lift station under load and
the voltages remain well under the allowable 5% voltage drop from the FPL in coming
voltage.
If you have need any further information please call.
, Thank Yotl ........ -~
Gilbert F. Landry VP )
[] 2152 SPRINT BLVD.
APOPKA, FL 32703
(407) 886-3131
X] 5661 DIVISION DRIVE
FORT MYERS, FL 33905
(941)693-5226
DIVISION OF ELLIS K. PHELPS &
RESPOND TO:
[] 1100 53RD COURT SOUTH
MANGONIA PARK
WEST PALM BEACH, FL 33407
(561) 848-2299
PUMP STATION START-UP REPORT
124 AIRPORT PARK DR.
SAVANNAH, GA 31408
(912) 966-1866
JOB NAME REGENCY VILLAGE #1 OPERATOR Collier County Utilities
LOCATION OF STALLATION Naples, FL
CONTRACTOR Naples Road Builders DESIGN CONDITIONS: GPMl167 TDH 75
PUMP MODEL CP3300 H.P. 75 IMPELLER 644 VOLTAGE 460 PHASE 3
SERIAL NUMBER #1 181-9680121 #2 181-9680122
#4
QCI SERIAL # 1-97-22
L/A CONNECTED NO GROUND CONNECTED YES
Meter #6NJ7095
#3
MANUFACTURER OF CONTROL
OVERLOAD HEATER # W-77
ALTERNATOR TESTED YES
COMMENTS:
Ail controls operate good. Pumps sound good.
MEGGER CHECK #1 INF RED INF BLACK INF
#2 INF RED INF BLACK IMF
#3 RED BLACK
#4 RED BLACK
VOLTAGE CHECK:
CONTROL CIRCUIT PRIF~RY
A to B 492 B to C 488
A to G 281 B to G 282
AMPERAGE CHECK: #1 72 A 73 B 75
#2 73 A 74 B 76
#5 A B
PUMPS SEATED PROPERLY YES
FIELD TEST PERFORMANCE TEST:
#12710.4GPM TDH #2 2816 GPM
#3 GPM TDH #4 GPM
I certify this report to be accurate:
Official Start-Up Date: 5/9/97
WHITE
WHITE
WHITE
WHITE
TO GROUND
480/120 SECONDARY
A to C 490
A to G 281
C PHASE
C PHASE
C PHASE
120/24
OPERATOR HAS RECEIVED INSTRUCTION MANUAL YES
TDH BOTH GPM
GPM
TDH
TDH
DATE OF REVIEW:
PROJECT NAME:
COLLIER COUNTY UTILITIES
WASTEW~TER DEPARTMENT
PROJECT VIDEO REVIEW
04/11/97
Pelican Strand
ENGINEER OF RECORD:' N/A
CONSTRUCTION CONTRACTOR: Naples Road Builders
VIDEO CONTRACTOR: Sewer Viewer, Inc.
COMMENTS: Lines and services are in good condition.
RECOMMENDATIONS:
Ixxxl AOOE ABLE:
~ REVIEW NUMBERED COMMENTS IN ONE YEAR:
i I NUMBERED COMMENTS UNACCEPTABLE: (REPAIR/REPLACE)
~ OTHER RECOMMENDATIONS:
Reviewed by: Stephen L. Nagy
Sr. Utility Tech.
COLLIER COUNTY GOVERNMENT
COMMUNITY DEVELOPMENT SERVICES DIVISION
2800 NORTH HORSESHOE DRIVE
NAPLES, FL 3.5942
(941) 645-8400
A CERTIFI ED BLUE CHI P COMMUNITY
PLANNING SERVICES DEPARTMENT
ENGINEERING REVIEW SECTION
May 12, 1997
Mark McCleary
Community Engineering Services, Inc.
9200 Bonita Beach Road
Bonita Springs, Florida 34135
RE:
Pelican Strand a.k.a. Regency Village Commercial,
Water & Sewer
Dear Mr. McCleary:
A preliminary inspection of the referenced project was conducted
by Randy Casey of the Engineering Review Section of the Planning
Services Department on May 12, 1997. 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) 643-8418 or Clyde Fugate at (941) 643-8417.
Sincerely,
Engineering Inspection Supervisor
CF/rc/mk/c:\Inspection form
CC:
Cindy Erb, Engineering Technician, Public Works
Timothy L. Clemons, Wastewater Director, Utilities
Mike Newman, Water Director, Utilities
Evelyn Ferguson, D.O.R. Billing Supervisor
Randy Casey, Engineering Inspector, Engineering Review
Section
Shirley Nix, Engineering Tech. II, Engineering Review
Section
File
LEGAL DESCRIPTION OF SUBJECT PROPERTY:
TAVILLA CIRCLE AT PELICAN STRAND
A PORTION OF SECTION 19 TOWNSHIP 48 SOUTH RANGE 26 EAST
COLLIER COUNTY, FLORIDA.
A STRIP OF LAND SITUATED IN SECTION 19, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER
COUNTY FLORIDA, BEING DESIGNATED TAVILLA CIRCLE ON THE PLAT OF PELICAN STRAND
(TO BE RECORDED) IN THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA, SAID STRIP OF
LAND BEING 64 FEET IN WIDTH AND LYING 32 FEET EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERLINE:
COMMENCING AT A 4X4" CONCRETE MONUMENT MARKING THE SOUTHWEST CORNER
OF SECTION 19, TOWNSHIP 48 SOUTH RANGE 26 EAST AND BEING ON THE NORTH
RIGHT OF WAY, LINE OF COUNTY ROUTE 846 (100' WIDE), THENCE; SOUTH 89d 20'28" EAST
A DISTANCE OF 1890.22 FT ALONG THE SOUTH LINE OF SECTION 19 AND SAID NORTH RIGHT
OF WAY LINE TO A POINT, THENCE; NORTH 00d 21'54" EASTA DISTANCE OF 100.00 FTTO A
POINT ON THE NORTH EDGE OF A CANAL EASEMENT (DEED BOOK 44 PAGE 78), AND THE
SOUTHWEST CORNER OF A TRACT OF LAND PLATTED AS PELICAN STRAND OF WHICH THIS IS
A PART;
THENCE, ALONG THE SOUTH LINE OF SAID LANDS, SOUTH 89d 20'28" EAST
A DISTANCE OF 125.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF
STRAND BOULEVARD, OF PELICAN STRAND, THENCE; NORTH 00d32'04" EAST, 28.68 FEET
ALONG SAID EASTERLY RIGHT OF WAY LINE TO A POINT, THENCE; CONTINUE ALONG RIGHT
OF WAY;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 12d51'37", AN ARC
DISTANCE OF 71.38 FEET, WITH A CHORD BEARING AND DISTANCE OF NORTH 06d57'52" EAST,
71.23 FEET TO A POINT, THENCE; NORTH 13d23'41" EAST, 71.95 FEET, THENCE; AROUND A
CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 13d01'47", AN ARC DISTANCE OF 48.67
FEET, WITH CHORD BEARING AND DISTANCE OF NORTH 06d52'47" EAST, 48.56 FEET TO A
POINT, THENCE; NORTH 00d21'54" EAST, 42.04 FEET TO A POINT ON THE CENTERLINE OF AN
ACCESS AND UTILITY EASEMENT (TAVILLA CIRCLE 64' WIDE), ALSO DESIGNATED AS
EASEMENT A-1 OF SAID PLAT OF PELICAN STRAND (TO BE RECORDED), SAID POINT ALSO
BEING THE TRUE POINT OF BEGINNING.
THENCE SOUTH 89d 20'41" EAST, 595.89 FEET ALONG SAID CENTERLINE TO A POINT, THENCE;
AROUND A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 76d 13'12",
AN ARC DISTANCE OF 319.27 FEET, WITH A CHORD BEARING AND DISTANCE OF
NORTH 52d 32'43" EAST, 296.24 FEET TO A POINT, THENCE;
NORTH 37d 23'03" WEST, 232.74 FEET TO A POINT, THENCE;
THENCE; AROUND A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 05d 15'43",
AN ARC DISTANCE OF 21.58 FEET, WITH A CHORD BEARING AND DISTANCE OF
NORTH 40d 00'55" WEST, 21.57 FEET TO A POINT, THENCE;
NORTH 42d 38'46" WEST, 143.97 FEET TO A POINT ON THE EASTERN RIGHT OF WAY OF SAID
STRAND BOULEVARD AND THE TERMINUS OF THIS DESCRIPTION.
CONTAINING 103171 SQUARE FEET OF LAND MORE OF LESS.
PUBLIC UTILITY EASEMENT NOTE:
A PROPOSED PUBLIC UTILITY EASEMENT 10' IN WIDTH SHALL ADJOIN THE ABOVE DESCRIBED
PROPERTY, WITH THE CENTERL1NE OF SAID EASEMENT BEING SITUATED 37 FEET EACH SIDE OF
THE CENTERLINE OF TAVILLA CIRCLE AND BEING PARALLEL WITH THE .ABOVCE DESCRIBED
CENTERLINE OF TAVILLA C1RCLE EXTENDING FROM THE POINT OF BEGINNING AROUND THE
ENTIRE PARCEL TO ITS TERMINATING POINT. (SEE ATTACHED MAP FOR MORE DETAILS)
LEGAL DESCRIPTION FOR STRAND BOULEVARD AT PELICAN STRAND
A PORTION OF SECTION 19 TOWNSHIP 48 SOUTH RANGE 26 EAST
COLLIER COUNTY, FLORIDA
A TRACT OF LAND SITUATED IN SECTION 19, TOWNSHIP 48 SOUTH, RANGE 26 EAST,
COLLIER COUNTY FLORID& BEING A DESCRIBED PORTION OF STRAND BOULEVARD AS
DESIGNATED ON THE PLAT OF PELICAN STRAND (TO BE RECORDED) IN THE PUBLIC RECORDS
OF COLLIER COUNTY FLORIDA, SAID TRACT LYING WEST OF INTERSTATE 75 AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A 4X4" CONCRETE MONUMENT MARKING THE SOUTHWEST CORNER
OF SECTION 19, TOWNSHIP 48 SOUTH RANGE 26 EAST AND BEING ON THE NORTH
RIGHT OF WAY, LINE OF COUNTY ROUTE 846 (100' WIDE), THENCE; SOUTH
89d 20'28" EAST A DISTANCE OF 1890.22 FT ALONG THE SOUTH LINE OF
SECTION 19 AND SAID NORTH RIGHT OF WAY L1NE TO A POINT, THENCE; NORTH
00d 21'54" EAST A DISTANCE OF 100.00 FT TO A POINT ON THE NORTH EDGE
OF A CANAL EASEMENT (DEED BOOK 44 PAGE 78), AND THE SOUTHWEST CORNER
OF A TRACT OF LAND PLATTED AS PELICAN STRAND OF WHICH THIS IS A PART;
THENCE; SOUTH 89d 20'28" EAST, A DISTANCE OF 20.00 FEET TO A POINT ON THE WEST RIGHT OF
WAY LINE OF STRAND BOULEVARD, THENCE WITH SAID RIGHT OF WAY, THE FOLLOWING 9
CALLS;
NORTH 00 DEGREES 21 MINUTES 54 SECONDS EAST A DISTANCE OF 445.70 FEET TO A POINT,
THENCE;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 18 DEGREES ! 1 MINUTES 42
SECONDS AN ARC DISTANCE OF 127.02 FEET A CHORD BEARING OF NORTH 09 DEGREES 27
M1NUTES 45 SECONDS EAST A DISTANCE OF 126.49 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 39 DEGREES 29 MINUTES 20
SECONDS AN ARC DISTANCE OF 344.61 FEET A CHORD BEARING OF NORTH 38 DEGREES 18
MINUTES 15 SECONDS EAST A DISTANCE OF 337.83 FEET TO A POINT, THENCE;
THENCE NORTH 58 DEGREES 02 MINUTES 55 SECONDS EAST A DISTANCE OF 127.10 FEET TO A
POINT, THENCE;
AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 10 DEGREES 41 MINUTES 42
SECONDS , AN ARC DISTANCE OF 122.17 FEET, A CHORD BEARING OF NORTH 52 DEGREES 42
MINUTES 04 SECONDS EAST A DISTANCE OF 121.99 FEET TO A POINT, THENCE;
NORTH 47 DEGREES 21 MINUTES 14 SECONDS EAST A DISTANCE OF 140.07 FEET TO A POINT,
THENCE;
THENCE NORTH 47 DEGREES 21 MINUTES t4 SECONDS EAST A DISTANCE OF 94.15 FEET TO A
POINT, THENCE;
AROUND A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 08 DEGREES 39 MINUTES 52
SECONDS , AN ARC DISTANCE OF 30.24 FEET, A CHORD BEARING OF NORTH 51 DEGREES 41
MINUTES 10 SECONDS EAST A DISTANCE OF 30.22 FEET TO A POINT, THENCE;
THENCE NORTH 56 DEGREES 01 MINUTES 06 SECONDS EAST, A DISTANCE OF 79.28 FEET TO A
POINT, THENCE;
THENCE NORTH 56 DEGREES 16 MINUTES 33 SECONDS EAST A DISTANCE OF 296.29 FEET TO A
POINT, THENCE CROSSING STRAND BOULEVARD;
SOUTH 52 DEGREES 55 MINUTES 32 SECONDS EAST, A DISTANCE OF 79.08 FEET TO A POINT ON
THE EAST RIGHT OF WAY LINE OF ROAD, THENCE;
AROUND A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 04d 06'49",
AN ARC DISTANCE OF 56.00 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 45d 17'49" WEST, 55.99 FEET TO A POINT, THENCE;
SOUTH 47d 21'14" WEST, 593.59 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 10d 41'42",
AN ARC DISTANCE OF 148.30 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 52d 42'04" WEST, 148.09 FEET TO A POINT, THENCE;
SOUTH 58d 02'55" WEST, 116.08 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 57d 41'01",
AN ARC DISTANCE OF 382.57 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 29d 12'24" WEST, 366.62 FEET TO A POINT, THENCE;
SOUTH 00d 21'54" WEST, 186.23 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 13d 01'47",
AN ARC DISTANCE OF 48.67 FEET, WITH A CHORD BEARING AND DISTANCE OF
SOUTH 06d 52'47" WEST, 48.56 FEET TO A POINT, THENCE;
SOUTH 13d 23'41" WEST, 71.95 FEET TO A POINT, THENCE;
AROUND A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 12d 51'37"
AN ARC DISTANCE OF 71.38 FEET, WITH A CHORD BEARING AND DISTANCE ~)F
SOUTH 06d 57'52~ WEST, 71.23 FEET TO A POINT, THENCE;
SOUTH 00d 32'04" WEST, 28.68 FEET TO A POINT ON THE NORTH RIGHT OF WAY OF
AFOREMENTIONED CANAL EASEMENT, THENCE;
NORTH 89d20'28" WEST, 105.00 FEET ALONG SAID EASEMENT TO THE BEGINNING.
CONTAINING 227833 SQUARE FEET or 5.2303 ACRES MORE OR LESS.
PUBLIC UTl~ITY EASEMENT NOTE: (Strand Blvd.)
A PROPOSED PUBLIC UTILITY EASEMENT 10' IN WIDTH SHALL ADJOIN THE ABOVE DESCRIBED
PROPERTY AND EXTEND FROM THE POINT OF BEGINNING AROUND THE ENTIRE PARCEL TO ITS
CLOSING POINT.
(SEE ATTACHED MAP FOR MORE DETAILS)
LEGAL DESCRIPTION FOR TRACT E AT PELICAN STRAND
A PORTION OF SECTION 19 TOWNSHIP 48 SOUTH RANGE 26 EAST
COLLIER COUNTY, FLORIDA
A TRACT OF LAND SITUATED IN SECTION 19, TOWNSHIP 48 SOUTI~ RANGE 26 EAST,
COLLIER COUNTY FLORIDA, BEING DESIGNATED AS TRACT E OF THE PLAT OF PELICAN
STRAND (TO BE RECORDED) IN THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA,
SAID TRACT LYING WEST OF INTERSTATE 75 AND BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT A 4X4~ CONCRETE MONUMENT MARKING THE SOUTHWEST CORNER
OF SECTION 19, TOWNSHIP 48 SOUTH RANGE 26 EAST AND BEING ON ~ NORTH
RIGHT OF WAY, LINE OF COUNTY ROUTE 846 (100"vVIDE), THENCE; SOUTH
89d 20'28" EAST A DISTANCE OF 1890.22 FT ALONG THE SOUTH LINE OF
SECTION 19 AND SAID NORTH RIGHT OF WAY LINE TO A POINT, THENCE; NORTH
00d 21'54" EAST A DISTANCE OF 100.00 FT TO A POINT ON THE NORTH EDGE
OF A CANAL EASEMENT (DEED BOOK 44 PAGE 78), AND THE SOUTHWEST CORNER
OF A TRACT OF LAND PLATTED AS PELICAN STRAND OF WHICH THIS IS A PART;
THENCE, ALONG THE WEST L1NE OF SAID PLATTED LANDS NORTH 00d 21'54"EAST
A DISTANCE OF 1767.99 FEET TO A POINT THENCE LEAVING SAID PLATTED LINE AND
THROUGH SAID LANDS S 89d 38'06" EAST, 1453.34 FEET TO A POINT ON THE ORIGINAL
BOUNDARY LINE OF THE 574.569 ACRE TRACT OF WHICH THIS IS A PART AND ALSO
BEING THE TRUE POINT OF BEGINNING, THENCE;
NORTH 80d 57'08" WEST, 228.39 FEET TO A POINT ON A THE EAST RIGHT OF WAY OF STRAND
BLVD.,
THENCE WITH STRAND BLVD. RIGHT OF WAY AROUND A NON-TANGENT CURVE TO THE RIGHT
THROUGH A
CENTRAL ANGLE OF 39d 12'28", AN ARC DISTANCE OF 533.76 FEET, WITH A CHORD BEARING AND
DISTANCE OF
SOUTH 23d 38'10' WEST, 523.40 FEET TO A POINT, THENCE;
SOUTH 52d 55'32" EAST, 466.61 FEET TO A POINT ON THE OUTSIDE LINE OF THE AFOREMENTIONED
574.569 ACRE
TRACT, THENCE WITH SAID BOUNDARY LINE THE FOLLOWING TWO(2) COURSES AND
DISTANCES,
NORTH 09d 23'06" EAST 56.54" TO A~POINT, THENCE;
NORTH 04d 36'19" E 671.26 FEET, TO THE BEGINNING.
CONTAINING A COMPUTED AREA OF 4.301 ACRES OF LAND MORE OF LESS
See Attached Map of Survey:
Limitations:
TI~ parcel descriptions included in this report are mates and bounds descriptions prepared from information contained, in maps oFPELICAN
STRAND, (to be recorded). Refer to these plats for additional detailed boundary or tract information.
Prepared for:
MARICOPA HARDY
Surveyor and Mapper in Responsible Charge:
Roger H. Harmk
Professional Surveyor and Mapper
License Number LS 5294
Seal:
Il
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