Parcel 119A & CTO:
FROM:
DATE:
MEMORANDUM
Ellie Hoffman
Deputy Clerk
Minutes & Records Management
Emie W. Kerskie ~ ~t/
Real Property Specialist
Real Property Management Department
Apfill0,2000
Pine Ridge Road Widening Project
Parcel 113A / Owner: Gerard A. McHale, Jr., Trustee
Parcel 119A+C / Owner: Gerard A. McHale, Jr., Trustee
Please find attached two (2) original recorded Warranty Deeds for the above referenced
project.
The Board of County Commissioners of Collier County, Florida approved the
recordation of same by Resolution 99-384, approved September 28, 1999 by Item
8(D)l (for Parcel lI3A) and by the Boards Consent Agenda, approved March 14, 2000
by Item 16(B)17 (for Parcel l l 9A +C).
Please contact me if you have any questions or comments at X8991.
Thankyou.
attachments as stated
CC:
Micah Massaquoi, Project Manager, PWED
Tax Appraiser's Office w/attachments
Tax Collector's Office w/attachments
Inventory File w/attachments
PROJECT: Pine Ridge
PARCEL: 119 A & C
2614096 OR: 2657 PG: 2837
RECORDED in OFFICIAL RECORDS of COLLIER COUNTY,
03/31/2000 at 09:38AM DWIGHT E. BROCK, CLI]RK
CONS 137400.00
REC FEE 28.50
COPIES 6,00
Retn:
REAL PROPERTY
EXT 8991
INTER OF[ICE
WARRANTY DEED
THIS WARRANTY DEED made this Z-.B2~ day of /~ZL'~/ ,2000,
by GERARD A. McHALE, JR., successor Trustee under unrecorded land trust
agreement dated December 10, 1992, with full power and authority to protect,
conserve, sell, lease, encumber or to otherwise manage and dispose of the real
property described herein, as provided in F. S. 689.071, whose post office address is
1601 Jackson Street, Suite 200, Fort Myers, FL 33901 (hereinafter called the Grantor),
to GOLLIER GOUNTY, a political subdivision of the State of Florida, its successors and
assigns, whose post office address is 3301 Tamiami Trail East, Naples, Florida, 34112
(hereinafter called the Grantee).
(Wherever used herein the terms "Grantor" and "Grantee" include all the parties to
this instrument and their respective heirs, legal representatives, successors and
assigns.)
WITNESSETH: That the Grantor, for and in consideration of the sum of Ten
Dollars ($10.00) and other valuable consideration, receipt whereof is hereby
acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and
confirms unto the Grantee, all that certain land situate in Collier County, Florida, to wit:
See Attached Exhibit "A" which is incorporated herein by reference.
Subject to easements, restrictions, and reservations of record.
THIS IS NOT HOMESTEAD PROPROPERTY
TOGETHER with all the tenements, hereditaments and appurtenances thereto
belonging or in anywise appertaining.
TO HAVE AND TO HOLD the same in fee simple forever.
AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully
seized of said land in fee simple; that the Grantor has good right and lawful authority to
sell and convey said land; that the Grantor hereby fully warrants the title to said land
and will defend the same against the lawful claims of all persons whomsoever; and that
said land is free of all encumbrances except as noted above.
This property has been acquired under
threat of condemnation and is exempt from
documentary stamp tax
THIS CONVEYANCE ACCEPTED BY THE
BOARD OF COUNTY CONIqZSSZONERS,
COLLZER COUNTY, FLORIDA,
OR: 2657 PG: 2838
IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents
the day and year first above written.
WITNESSES:
(Signature)
S'c~A ,zN~,~' J~'~
(Printed Name)
under unrecorded land trust agreement
dated December 10, 1992, with full power
and authority to protect, conserve, sell,
lease, encumber or to otherwise manage
and dispose of the real property described
herein, as provided in F. S. 689,071
STATE OF
COUNTY OF
The foregoing Warranty Deed was acknowledged before me this eqo° t'~day of
/'f/~/Zc~ , 2000, by GERARD A. McHALE, JR., successor Trustee under
unrecorded land trust agreement dated December 10, 1992, with full power and
authority to protect, conserve, sell, lease, encumber or to otherwise manage and
dispose of the real property described herein, as provided in F. S. 689,071, who is
personally known to me or who has p,udu~,~d- [type of
identification] as identification.
(affix notarial seal)
R- DAVID iSLFY G0
My Comm Exp. 2/16/2
Bonded By Service Ins
No. CC621916
I t Pefs0naily Known I I Other
(Signature of Notary Public)
(Print Name of Notary Public)
NOTARY PUBLIC
Serial/Commission #: CC 4> a
My Commission Expires: ~-/i~,/~/
Prepared by:
Robert N. Zachary, Esquire
Office of the County Attorney
3301 East Tamlarrd Trail
Naples, Florida 34112
{941) 774-84(:X)
OR: 2657 PG: 2839
PUBLIC WORKS ENGINEERING DEPARTMENT
3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112
(941 ) 774-8 192
EXHIBIT A
Page
PROJECT NO..60111
PARCEL NO ..... 119A
LEGAL DESCRIPTION (NOT A SURVEY)
FOLIO NO...
A PORTION OF TRACTS 29 AND 44 OF THE PLAT THEREOF,GOLDEN GATE ESTATES, UNiT NO. 35, AS
RECORDED IN PLAT BOOK 7, PAGE 85 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST
CORNER OF SECTION 7, TO~VNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE
NORTH 89 DEGREES 34 MINUTES 36 SECONDS EAST ALONG TIlE SOUTH LINE OF SAID SECTION 7, A
DISTANCE OF 1299.78 FEET; THENCE NORTH 0 DEGREES 26 MINUTES 26 SECONDS WEST, A DISTANCE
OF 38.64 FEET TO THE NORTH RIGHT OF WAY LINE OF PINE RIDGE ROAD AND THE POINT OF
BEGINNING; THENCE SOUTH 84 DEGREES 20 MINUTES 44 SECONDS EAST, A DISTANCE OF 61.53 FEET
TO THE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS
OF 5654.58 FEET AND A CENTRAL ANGLE OF 3 DEGREES 07 MINUTES 10 SECONDS; THENCE EAST
ALONG SAID CURVE, A DISTANCE OF 307.86 FEET; THENCE NORTH 0 DEGREES 26 MINUTES 26
SECONDS WEST, A DISTANCE OF 15.02 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT
CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 5639.58 FEET, A CENTRAL ANGLE OF 3
DEGREES 06 MINUTES 41 SECONDS, AND A CHORD OF 306~23 FEET BEARING NORTH 85 DEGREES 54
MINUTES 05 SECONDS WEST; THENCE WEST ALONG SAID CURVE, A DISTANCE OF 306.26 FEET;
THENCE NORTH 84 DEGREES 20 MINUTES 44 SECONDS WEST, A DISTANCE OF 63.13 FEET; THENCE
SOUTH 0 DEGREES 26 MINUTES 26 SECONDS EAST, A DISTANCE OF 15.09 FEET TO THE POINT OF
BEGINNING; SAID DESCRIBED TRACT CONTAINING 0. 127 ACRE (5,541 SQUARE FEET), MORE OR LESS.
BASIS OF BEARINGS IS THE SOUTH LINE OF SAID SECTION 7 BEING N 89 DEGREES, 34 MINUTES, 36
SECONDS EAST.
PARCEL 119A
GEORGE R. RICHMOND .
NAL LAND SLjRVE~OR-FL. REG. # 2406
PUBLIC WORKS ENGINEERING' DEPARTMENT.
COLLIER COUNTY GOVERNMENT COMPLEX
3301 EAST TAMIAMI TRAIL
NAPLES, FLORIDA 34112" SHEET 1 OF 2
0R: 2657
PUBLIC WORKS ENGINEERING DEPARTMENT
3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112
(94 ! ) 774-8192
PG:
2840
EXHIBIT
Page 3~ of..
SKETCH OF DESCRIPTION
NOT A SURVEY
-- <
I~ "':""t-,-
t_]Dll
~b
GENERAL NOTES
1 ) P.Q.C. = POINT OF COMMENCEMENT
2) P.O.B. = POINT OF BEGINNING
3) SEC. = SECTION
4) TWP. = TOWNSHIP
5) RGE. = RANGE
6) RAN = RIGHT OF WAY
7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF
8) NOT VALID UNLESS SIGNED AND SEALED WITH THE
EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR
DRAWN BY CH~CKED BY ~;CALE
NOT TO SCALE
DATE
JANUARY 11, 2000
F-- ,-
O _j
LU
O
FILE NO.
PRl19
nl
SHEET 2 OF 2
OR: 2657
PUBLIC WORKS ENGINEERING DEPARTMENT
3301 EAST TAMIAMI TRAIL NAPLES, FLORiDA 34112
(941 ) 774-8192
EXHIBIT
LEGAL DESCRIPTION (NOT A SURVEY)
PI~.OJECT NO..60111
PARCEL NO ..... 119C
FOLIO NO...
PGI,
2841
A PORTION OF TRACTS 44 AND 45 OF THE PLAT THEREOF GOLDEN GATE ESTATES, UNIT NO. 35, AS
RECORDED IN PLAT BOOK 7, PAGE 85, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND
BEING MORE PARTICULARY DESCRIBED AS FOLLOWS;
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 7, TOWNSHIP 49 SOUTH, RANGE 26 EAST,
COLLIER COUNTY, FLORIDA; THENCE NORTH 89 DEGREES 34 MINUTES 36 SECONDS EAST ALONG
THE SOUTH LINE OF SAID SECTION 7, A DISTANCE OF 1299.78 FEET; THENCE NORTH 0 DEGREES 26
MINUTES 26 SECONDS WEST, A DISTANCE OF 38.64 FEET TO TIlE NORTH RIGHT OF WAY LINE OF
PINE RIDGE ROAD; THENCE SOUTH 84 DEGREES 20 MINUTES 44 SECONDS EAST, A DISTANCE OF 61.53
FEET ,TO THE POINT OF CURVATURE OF A TANGENT CURVE. CONCAVE TO THE NORTH, HAVING A
RADIUS OF 5654.58 FEET AND A CENTRAL ANGLE OF 3 DEGREES 38 MINUTES 39 SECONDS; THENCE
EAST ALONG SAID CURVE, A DISTANCE OF 359.65 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING EAST ALONG SAID CURVE, A DISTANCE OF 240.18 FEET; THENCE NORTH 89 DEGREES 34
MINUTES 36 SECONDS EAST, A DISTANCE OF 329.94 FEET; THENCE NORTH 0 DEGREES 26 MINUTES 26
SECONDS WEST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 36 SECONDS '
WEST, A DISTANCE OF 329.94 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE, CONCAVE
TO THE NORTH, HAVING A RADIUS OF 5639.58 FEET AND A CENTRAL ANGLE OF 2 DEGREES 27
MINUTES 23 SECONDS; THENCE WEST ALONG SAID CURVE, A DISTANCE OF 241.78 FEET; THENCE
SOUTH 0 DEGREES 26 MINUTES 26 SECONDS EAST, A DISTANCE OF 4.30 FEET TO THE POINT OF
CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO TIlE EAST, HAVING A RADIUS OF 34.00 FEET,
A CENTRAL ANGLE OF 18 DEGPdiES 26 MINUTES 53 SECONDS, AND A CIIORD OF 10.90 FEET BEARING
SOUTH 8 DEGREES 54 MINUTES 24 SECONDS EAST; THENCE SOUTH ALONG SAID CURVE, A
DISTANCE OF 10.95 FEET TO THE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 0. 197
ACRE (8,570 SQUARE FEET), MORE OR LESS.
BASIS OF BEARINGS IS THE SOUTH LINE OF SAID SECTION 7 BEING 89 DEGREES 34 MINUTES 36
SECONDS EAST.
PARCEL 119C
PUBLIC WORKS ENGINEERING DEPARTMENT.
COLLIER COUNTY GOVERNMENT COMPLEX .' .
3301 EAST TAMIAMI TRAIL
NAPLES, FLORIDA 34112 SHEET 1 OF 2
*** OR: 2657
PUBLIC WORKS ENGINEERING DEI~AI<TMENT
330l EAST TAMIAMI TILAIL NAPLES, FLOIUDA 34112
(941) 774-8192
SKETCH OF DESCPdPTION
NOT A SURVEY
EXHIBIT/~
Peg,. L,~ of .. ~
j_ II II
(D
m
(D
GENERAL NOTES
1 ) P.O.C. = POINT OF COMMENCEMENT
2) P.O.B. = POINT OF BEGINNING
3) SEC. = SECTION
4) TVVP. = TOWNSHIP
5) RGE. = RANGE
6) R/W = RIGItT OF WAY
7) ALL DISTANCES ARE IN FEET AND DECIMALS II IEI,~EOF
8) NOT VALID UNLESS SIGNED AND SEALED WITH 1HE
EMBOSSED SEAL OF A pROFESSIONAL LAND SURVEYOR
"D HAWN BY CHECKEU BY ~CALI::
NOT TO SCALE
DAVE
JANUARY 11, 2000
°"'
7''/ ,,:-.-
x\ n,--
,~/~
· ~ ~ -
z Q , O
Om
G.--
I
u.J
(D
<[
FILE NO.
PRl19
PG: 2842
SHEET 2 OF 2