Calusa Pines Utility & Access EasementPROJECT: Woodcrest/Massey Utility Easements
FOLIO NOS: 00190800000&00190400002
INSTR 4737285 OR 4833 PG 2721
RECORDED 9/7/2012 11:36 AM PAGES 4
DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT
COLLIER COUNTY FLORIDA
DOC @.70 $0.70 REC $35.50
UTILITY AND ACCESS EASEMENT
THIS EASEMENT, made and entered into this M: day of a 06-U S i 2012,
by CALUSA PINES GOLF CLUB, L.L.C., a Florida limited liability company, f /k /a Grand Land
Initiative of Naples, L.L.C., and successor by merger with Grand Land Initiative, Inc., a former
Illinois corporation , whose post office address is 20 North Wacker Drive, Suite 1750, Chicago,
Illinois 60606, hereinafter referred to 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, whose post office address is 3335 Tamiami Trail East,
Suite 101 Naples, Florida 34112, its successors and assigns, hereinafter referred to as
"Grantee ".
WITNESSETH:
Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable
consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged,
hereby conveys, grants, bargains and sells unto Grantee, its successors and assigns, a
perpetual, non - exclusive easement for utility and access purposes, on the following described
lands located 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 PROPERTY.
TO HAVE AND TO HOLD the same unto Grantee together with the right to enter upon
said land, excavate, and place or remove materials, including, but not limited to, water,
wastewater and reclaimed water lines and pipes and other equipment or improvements
appurtenant thereto or thereunder for the purpose of constructing, operating, and maintaining
utility and access facilities thereon. The easement granted herein shall constitute easements
running with the land and shall burden the lands described above.
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the
date and year first above written.
Witness (Signature)
Name:
(Z' int or 7,ype)
0 �4 IV/
Witness Signature)
Name: i4 v' C'kZWSpr�
(Print or Type)
STATE OF --T-Wi,. cv
COUNTY OF 65157
CALUSA PINES GOLF CLUB, L.L.C,
a Florida limited liability company
By:Lrl Lt�1
Christopher P. John on,
Member /Manager
The foregoing Utility and Access Easement was acknowledged before me this day
of 2012 by Christopher P. Johnson, Member /Manager, on behalf of
Calusa Pines Golf Club, L.L.C., who is personally known to me or [ ] who has produced
as identification.
(affix notarial seal)
=PubkState
f Illinois
My 05x2112014
Appro 4ed s to for a le fficiency
Jeff E. ri ht, Assistant County Attorney
(Signature of Notary Public)
(Print Name of Notary Public)
NOTARY PUBLIC
Serial /Commission
My Commission Expires: t?.y
THIS CONVEYANCE AC TED BY THE
BOARD OF COUNTY C ISSIONERS j ONON HO ISPURSUATTO L PR DIONS
OF RESOLUTION NO
POINT OF BEGINNING Pag*_L.._of
N89' 35.02' E
N89' 37' 22 "E 659.45'
S89' 37' 22 "W 652.06
NO2' 18' 36 "W
30.02'
THE WEST LINE OF
SECTION 25, TOWNSHIP
48 SOUTH, RANGE 26 EAST
N THE W. 112 OF THE S.W. 1/4
N
DO � OF THE S.W. 1/4
o �w
POINT OF
COMMENCEMENT
CURVE DATA:
LENGTH = 30.68'
RADIUS = 430.00'
DELTA = 04'05'15"
CHORD BEARING = S11'36'52 "W
CHORD LENGTH = 30.67'
FUTURE
UTILITY EASEMENT
(TRACT "R ")
THE E. 1/2 OF THE S.W.
OF THE S.W. 1/4
1 �
I � �
� l i
0 so 10o zoo
(INTENDED DISPLAY SCALE: 1 " =200')
l �
2 25 `--------- - - - - -� /
- -�
SOUTHWEST CORNER — — – OF SECTION 25 35 36
DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 25, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
t FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SECTION 25; THENCE NORTH 02'18'36" WEST ALONG THE
WEST LINE OF SECTION 25, A DISTANCE OF 1287.50 FEET; THENCE NORTH 89'37'22" EAST, A
DISTANCE OF 35.02 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89'37'22" EAST, A
DISTANCE OF 659.45 FEET TO A POINT ON THE WESTERLY LINE OF TRACT "R" AS SHOWN ON THE
PROPOSED PLAT OF INDIAN HILL ESTATES AND A POINT ON A CURVE; THENCE SOUTHERLY ALONG A
CURVE CONCAVE TO THE EAST AND A RADIUS OF 430.00 FEET AND A CENTRAL ANGLE OF 04'05'15 ", ,
WITH A CHORD BEARING AND DISTANCE OF SOUTH 11'36'52" WEST AND 30.67 FEET, RESPECTIVELY,
AND ALONG THE WESTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF 30.68'; THENCE SOUTH
89'37'22" WEST, A DISTANCE OF 652.06 FEET; THENCE NORTH 02'18'36" WEST, A DISTANCE OF 30.02
FEET TO THE SAID POINT OF BEGINNING.
CONTAINING 19,667.1 SQUARE FEET OR 0.45 ACRES OF LAND, MORE OR LESS.
NOTES: CERTIFIC TION:
1. THIS IS NOT A SURVEY
2. BASIS OF BEARING IS THE WEST LINE OF SECTION —� —�=----- - - - - --
25, TOWNSHIP 48 SOUTH, RANGE 26 EAST, AS Barry si al L (For -the Flrm LB�%642)
Professional Land Surveyor
BEING NO2'18'36 "W. Florida Certificate No'. 5365
3. SUBJECT TO EASEMENTS, RESERVATIONS, AND Date Signed:
RESTRICTIONS OF RECORDS. Not valid without the signature and the
original raised seal of a Florida Licensed
Surveyor and Mapper.
. , UL -' 2350 STANFORD COURT
NAPLES, FLORIDA 34112
PHONE (239) 434 -0333
ENGINE E R I N G FAX (239) 434 -9320
E.B. #642
SKETCH AND DESCRIPTION
POINT OF
COMMENCEMENT
POINT OF BEGINNING -�
N89' 37' 22 "E 694.47'
�- - - - VFUTURE - - - - - - - - - C11-
UTILITY EASEMENT
THE WEST LINE OF
SECTION 25, TOWNSHIP
48 SOUTH, RANGE 26 EAST
�I o
Do r-
Ito
^I N
0\M
SOUTHWEST CORNER
OF SECTION 25 357 36
E
0
N
0
N
a'
i
0
3
0
N
THE W. 1/2 OF THE S.W. 1/4
OF THE S.W. 1/4
c
CD
� N
rn
O
or-
N
N
0
z
N21' 08' 07 "W" 0)
80.62' OD
3
0
i-)
1 O
O
i z
S89' 49' 28 "E
522.44'
N89- 49' 28 "W 1\189' 49-29
132.98' 221.69'
Curve Table
Curve #
Length
Radius
Delta
Chord Bearing
Chord
C1
39.09'
430.00'
05'12'33"
S16' 15' 46 "W
39.08'
C2
108.63'
370.00'
16'49'20"
S10' 27' 23 "W
108.24'
C3
66.54'
940.00'
04'03'21"
S00' 01' 02 "W
66.53'
C4
90.12'
270.00'
19'07'28"
S11' 34' 23"E
89.70'
C5
91.26'
250.00'
20'54'57"
N10' 40' 39 "W
90.76'
C6
173.55'
110.00'
90'23'43"
N44' 58' 41 "E
156.10'
C7
94.66'
60.00'
90'23'43"
N44' 58' 41 "E
85.14'
C8
69.36'
190.00'
20'54'57"
N10' 40' 39 "W
68.97'
C9
110.15'
330.00'
19'07'28"
S11' 34' 23 "E
109.64'
C10
70.79'
1000.00'
04'03'21"
N00' 01' 02 "E
70.77'
C11
87.15'
430.00'
11'36'47"
N07' 51' 06 "E
87.01'
EXHIBIT_
-S71' 07' 57 "E
60.00'
�U
3
i�
�co
N �
O
(0
N N
O 0 50 100 200
(n
(INTENDED DISPLAY SCALE: 1 " =200')
U
w
rn_
I )N
Cn
00
O r-
oN THE E. 1/2 OF THE S.W.
V) OF THE S.W. 1/4
(7
.P
S21' 08' 07 "E
80.62'
o
n,
'- N
� N
O
THE SOUTH LINE OF
SECTION 25,
FTOWNSHIP48 SOUTH,
RANGE 26 EAST
Line Table
Line #
Length
Direction
L1
10.00
S00' 10' 32 "W
L2
40.04
NO2' 18' 36 "W
L3
45.04
N89' 49' 28 "W
L4
116.73
N82' 26' 28 "W
L5
16.03
N71' 39' 03 "W
CERTIFIC TION:
o NOTES: -- = -- -Firm LB# - -
° 1. THIS IS NOT A SURVEY Barry Syren (Fo the Firm LB #642)
Professional Land Surveyor
2. BASIS OF BEARING IS THE WEST LINE OF SECTION 25, TOWNSHIP 48 Florida Certificate No. 5365
SOUTH, RANGE 26 EAST, AS BEING NO2'18'36 "W. Date Signed: _J� z_ °i�
0 3. SUBJECT TO EASEMENTS, RESERVATIONS, AND RESTRICTIONS OF RECORDS. Not valid without the' signature and the
4. NOT VALID WITHOUT SHEET 2 OF 2. original raised seal of a Florida Licensed
Surveyor and Mapper.
�„ -' 235D STANFORD COURT
0 NAPLES, FLORIDA 34112 SKETCH AND DESCRIPTION
PHONE (239) 434 -0333
ENGINEE R I N G FAX (239) 434 -9320
E.B. #642 DATE [10128999-001 ROJECT N0. FILE N0. SCALE SHEET
JUNE 2012 25 -48 -26 1 AS SHOWN 1 1 OF 2
DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 25, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SECTION 25; THENCE NORTH 02'18'36" WEST ALONG THE
WEST LINE OF SECTION 25, FOR A DISTANCE OF 1287.50 FEET; THENCE NORTH 89'37'22" EAST, FOR A
DISTANCE OF 694.47 FEET TO THE POINT OF BEGINNING; SAID POINT BEING ON THE WESTERLY LINE OF
TRACT "R" AS SHOWN ON THE PROPOSED PLAT OF INDIAN HILL ESTATES AND A POINT ON A CURVE;
THENCE NORTHEASTERLY ALONG A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 430.00
FEET AND A CENTRAL ANGLE OF 05'12'33 ", WITH A CHORD BEARING AND DISTANCE OF SOUTH
16'15'46" WEST, 39.08 FEET, RESPECTIVELY AND ALONG THE WESTERLY LINE OF SAID TRACT "R" FOR
A DISTANCE OF 39.09 FEET; THENCE SOUTH 71'07'57" EAST, FOR A DISTANCE OF 60.00 FEET TO A
POINT ON THE EASTERLY LINE OF SAID TRACT "R" AND A POINT OF CURVATURE; THENCE SOUTHERLY
ALONG SAID CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 370.00 FEET AND A CENTRAL
ANGLE OF 16'49'20 ", WITH A CHORD BEARING AND DISTANCE OF SOUTH 10'27'23" WEST. 108.24 FEET,
RESPECTIVELY AND ALONG THE EASTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF 108.63 FEET
TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 02'02'43" WEST ALONG THE EASTERLY
LINE OF SAID TRACT "R ", FOR A DISTANCE OF 267.98 FEET TO A POINT OF CURVATURE; THENCE
SOUTHERLY ALONG A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 940.00 FEET AND A
CENTRAL ANGLE OF 04'03'21 ", WITH A CHORD BEARING AND DISTANCE OF SOUTH 00'01'02" WEST,
66.53 FEET, RESPECTIVELY AND ALONG THE EASTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF
66.54 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 02'00'39" EAST ALONG THE
EASTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF 270.92 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY ALONG A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 270.00 FEET
AND A CENTRAL ANGLE OF 19'07'28 ", WITH A CHORD BEARING AND DISTANCE OF SOUTH 11'34'23"
EAST, 89.70 FEET, RESPECTIVELY AND ALONG THE EASTERLY LINE OF SAID TRACT "R" FOR A
DISTANCE OF 90.12 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 21'08'07"
EAST ALONG THE EASTERLY LINE OF SAID TRACT "R ", FOR A DISTANCE OF 80.62 FEET TO A POINT OF
CURVATURE; THENCE SOUTHERLY ALONG A CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF
250.00 FEET AND A CENTRAL ANGLE OF 20'54'57 ", WITH A CHORD BEARING AND DISTANCE OF NORTH
10'40'39" WEST, 90.76 FEET, RESPECTIVELY AND ALONG THE EASTERLY LINE OF SAID TRACT "R" FOR
91.26 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 00'13'10" EAST ALONG THE
EASTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF 226.91 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY AND WESTERLY ALONG A CURVE CONCAVE TO THE WEST AND HAVING A RADIUS
OF 110.00 FEET AND A CENTRAL ANGLE OF 90'23'43 ", WITH A CHORD BEARING AND DISTANCE OF
NORTH 44'58'41" EAST, 156.10 FEET, RESPECTIVELY AND ALONG THE EASTERLY LINE OF SAID TRACT
"R" FOR 173.55 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 89'49'28" WEST
ALONG THE SOUTHERLY LINE OF SAID TRACT "R ", FOR A DISTANCE OF 221.69 FEET; THENCE SOUTH
00'10'32" WEST, FOR A DISTANCE OF 10.00 FEET TO A POINT ON THE SOUTH LINE OF SECTION 25;
THENCE NORTH 89'49'28" WEST ALONG THE SOUTH LINE OF SECTION 25, FOR A DISTANCE OF 132.98
FEET; THENCE LEAVING SAID SOUTH LINE NORTH 02'18'36" WEST, A DISTANCE OF 40.04 FEET; THENCE
NORTH 89'49'28" WEST, FOR A DISTANCE OF 45.04 FEET; THENCE NORTH 82'26'28" WEST, FOR A
DISTANCE OF 116.73 FEET; THENCE NORTH 71'39'03" WEST, FOR A DISTANCE OF 16.03 FEET TO A
POINT ON THE NORTHERLY LINE OF SAID TRACT "R "; THENCE SOUTH 89'49'28" EAST ALONG THE
NORTHERLY LINE OF SAID TRACT "R ", A DISTANCE OF 522.44 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY AND NORTHERLY ALONG A CURVE CONCAVE TO THE WEST AND HAVING A RADIUS
OF 60.00 FEET AND A CENTRAL ANGLE OF 90'23'43 ", WITH A CHORD BEARING AND DISTANCE OF
NORTH 44'58'41" EAST AND 85.14 FEET, RESPECTIVELY, ALONG THE NORTHERLY LINE OF SAID TRACT
"R" FOR A DISTANCE OF 94.66 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH
00'13'10" WEST ALONG THE WESTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF 226.84 FEET TO
A POINT OF CURVATURE; THENCE NORTHERLY ALONG A CURVE CONCAVE TO THE SOUTHWEST HAVING
A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 20'54'57 ", WITH A CHORD BEARING AND
DISTANCE OF NORTH 10'40'39" WEST, 68.97 FEET, RESPECTIVELY AND ALONG THE WESTERLY LINE OF
SAID TRACT "R" FOR A DISTANCE OF 69.36 FEET TO THE POINT OF TANGENCY OF SAID CURVE;
THENCE NORTH 21'08'07" WEST ALONG THE WESTERLY LINE OF SAID TRACT "R ", A DISTANCE OF 80.62
E FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG A CURVE CONCAVE TO THE EAST
I° HAVING A RADIUS OF 330.00 FEET AND A CENTRAL ANGLE OF 19'07'28 ", WITH A CHORD BEARING AND
o DISTANCE OF SOUTH 11'34'23" EAST, 109.64 FEET, RESPECTIVELY AND ALONG THE WESTERLY LINE OF
SAID TRACT "R" FOR A DISTANCE OF 110.15 FEET TO THE POINT OF TANGENCY OF SAID CURVE;
N THENCE NORTH 02'00'39" WEST ALONG THE WESTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF
0 270.92 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG A CURVE CONCAVE TO THE
EAST HAVING A RADIUS OF 1000.00 FEET AND A CENTRAL ANGLE OF 04'03'21 ", WITH A CHORD
BEARING AND DISTANCE OF NORTH 00'01'02" EAST, 70.77 FEET, RESPECTIVELY AND ALONG THE
a WESTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF 70.79 FEET TO THE POINT OF TANGENCY OF
SAID CURVE: THENCE NORTH 02'02'43" EAST ALONG THE WESTERLY LINE OF SAID TRACT "R" FOR A
DISTANCE OF 267.98 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG A CURVE
N CONCAVE TO THE EAST HAVING A RADIUS OF 430.00 FEET AND A CENTRAL ANGLE OF 11,36'47' WITH
A CHORD BEARING AND DISTANCE OF NORTH 07'51'06" EAST, 87.01 FEET, RESPECTIVELY AND ALONG
THE WESTERLY LINE OF SAID TRACT "R" FOR A DISTANCE OF 87.15 FEET, TO THE SAID POINT OF
3 BEGINNING.
a
0
N CONTAINING 101.606.2 SQUARE FEET OR 2.33 ACRES OF LAND, MORE OR LESS.
J
NOTES:
G
1. THIS IS NOT A SURVEY
0 2. BASIS OF BEARING IS THE WEST LINE OF SECTION
25, TOWNSHIP 48 SOUTH, RANGE 26 EAST, AS BEING
ol NO2'1 8'36"W.
co
3. SUBJECT TO EASEMENTS, RESERVATIONS, AND
o RESTRICTIONS OF RECORDS.
4. NOT VALID WITHOUT SHEET 1 OF 2.
• NAPLOESTFLORIDA 3041R12 SKETCH AND DESCRIPTION
PHONE (239) 434 -0333
FAX (239) 434 -9320
E N G I N E E R I N G
E.B. ;Ij642 DATE PROJECT N0. FILE N0. SCALE SHEET
JUNE 2012 0128999 -00 25 -48 -26 AS SHOWN 2 OF 2