Canterbury Village Condo Association Donation Agreement PROJECT: Churchill Circle Water Main Replacement
Canterbury Village Condominium Association, Inc.
Utility Easement& Temporary Construction Easement
DONATION AGREEMENT
THIS DONATION AGREEMENT (hereinafter referred to as the"Agreement") is made and entered into by
arid between CANTERBURY VILLAGE CONDOMINIUM ASSOCIATION, INC., a Florida not-for-profit
corporation, (hereinafter referred to as "Grantor"),whose mailing address is c/o Associa Gulf Coast, Inc., 9887
4th Street North, Suite 104, St. Petersburg, Florida 33702, and COLLIER COUNTY (hereinafter referred to as
"Grantee"), whose mailing address is 3335 Tamiami Trail East, Suite 101, Naples, Florida 34112.
WITNESSETH:
WHEREAS, Grantee has requested that Grantor convey to the Grantee a perpetual, non-exclusive
easement for utility purposes, over, under, upon and across the lands described in Exhibit"A", which is attached
hereto and made a part of this Agreement;
WHEREAS, Grantee has requested that Grantor convey to the Grantee a Temporary Construction
Easement over, under, upon and across the lands described in Exhibit'8", which is attached hereto and made a
part of this Agreement, for temporary construction of utilities facilities and storage,
WHEREAS, Grantor desires to convey the Utility Easement and Temporary Construction Easement
(hereinafter collectively referred to as "Property ) to Grantee for the stated purposes, on the terms and
conditions set forth herein; and
WHEREAS, Grantor desires to convey the Property to Grantee for the stated purposes, on the terms and
conditions set forth herein; and
WHEREAS, Grantor recognizes the benefit to Grantor and desires to convey the Property to the Grantee
for the stated purposes, on the terms and conditions set forth herein, said terms including that no compensation
shall be due and payable for the Property requested by Grantee; and
NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars ($10.00), and other good
and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, it is agreed
by and between the parties as follows:
1. Grantor shall convey the Property via a Utility Easement and Temporary Construction Easement to
Grantee at no cost to the Grantee, unless otherwise stated herein.
2. Prior to Closing, Grantor shall obtain from the holders of any liens, exceptions and/or qualifications
encumbering the Property, the execution of such instruments which will remove, release, or subordinate such
encumbrances from the Property upon their recording in the public records of Collier County, Florida. Grantor
shall provide such instruments, properly executed, to Grantee on or before the date of Closing,
3. This Agreement shall be null and void, and of no further force or effect, unless Closing shall occur
within ninety (90) days from the date Grantee executes this Agreement; provided; however, that Grantee shall
have the unilateral right to extend the term of this Agreement pending receipt of such instruments, properly
executed, which either remove, release or subordinate any and all such liens, encumbrances or qualifications
affecting Grantee's enjoyment of the Property.
4. Grantor is aware and understands that this Agreement is subject to the acceptance and approval by
the Board of County Commissioners of Collier County, Florida.
5. Grantor represents that the Property and all uses of the Property have been and presently are in
compliance with all Federal, State and Local environmental laws; that no hazardous substances have been
generated, stored, treated or transferred on the Property except as specifically disclosed to the Grantee; that the
Grantor has no knowledge of any spill or environmental law violation on any property contiguous to or in the
vicinity of the Property to be conveyed to the Grantee, that the Grantor has not received notice and otherwise
has no knowledge of a) any spill on the Property, b) any existing or threatened environmental lien against the
Property or c) any lawsuit, proceeding or investigation regarding the generation, storage, treatment, spill or
transfer of hazardous substances on the Property. This provision shall survive Closing and is not deemed
satisfied by conveyance of title.
6. Grantor shall indemnify, defend, save and hold harmless the Grantee against and from, and to
reimburse the Grantee with respect to, any and all damages, claims, liabilities, laws, costs and expenses
(including without limitation reasonable paralegal and attorney fees and expenses whether in court, out of court,
in bankruptcy or administrative proceedings or on appeal), penalties or fines incurred by or asserted against the
Grantee by reason or arising out of the breach of Grantor's representation under Section 5. This provision shall
survive Closing and is not deemed satisfied by conveyance of title.
7. The Grantee shall pay for all costs of recording the conveyance instrument, and recording costs for
any curative instruments, in the Public Records of Collier County, Florida. Grantee shall be responsible for
paying any costs and/or fees associated with the securing and recording a Subordination, Consent & Joinder of
Easement of the mortgage(s) recorded against the Property from the mortgagee(s). All other costs associated
with this transaction including but not limited to transfer, documentary and intangible taxes shall be borne and
paid by Grantor. The cost of a title commitment shall be paid by Grantee.
8. The Grantee further agrees that it shall, at the Grantee's sole cost and expense, restore and repair
any and all damage caused to Grantor's property or improvements as a result of Grantee's use of the"Property.'
9. This Agreement and the terms and provisions hereof shall be effective as of the date this Agreement is
executed by both parties and shall inure to the benefit of and be binding upon the parties hereto and their
respective heirs, executors, personal representatives, successors, successor trustees, and/or assignees,
whenever the context so requires or admits.
10. Conveyance of the Property by Grantor is contingent upon no other provisions, conditions, or
premises other than those so stated above; and the written Agreement, including all exhibits attached hereto,
shall constitute the entire Agreement and understanding of the parties, and there are no other prior or
contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not contained
herein.
11. If the Grantor holds the Property in the form of a partnership, limited partnership, corporation, trust,
or any form of representative capacity whatsoever for others, Grantor shall make a written public disclosure,
according to Chapter 286, Florida Statutes, under oath, of the name and address of every person having a
beneficial interest in the Property before the Property held in such capacity is conveyed to Grantee, its
successors, and assigns (if the corporation is registered with the Federal Securities Exchange Commission or
registered pursuant to Chapter 517, Florida Statutes, whose stock is for sale to the general public, it is hereby
exempt from the provisions of Chapter 286, Florida Statutes.)
12. This Agreement is governed and construed in accordance with the laws of the State of Florida
(SIGNATURES APPEAR ON THE FOLLOWING PAGE)
IN WITNESS WHEREOF, the has caused these presents to be executed the date and year first above
written.
DATE ACQUISITION APPROVED BY BCC: 2/23/201, Item 16.8.1, Resolution 2010-39
AS TO GRANTEE:
DATED:
ATTEST:
CRYSIKYK. KINZEL, Clerk of the Circuit BOARD OF COUN 'il•i LiISSIONERS
Co-AA-id Cep.Tptroller COLLIER COUN 4, ORIDA
‹,?.- C ) ./ur_ OA
-.-
'lb BY
ti • -;40 Clerk " : •
_mow- ----
WILL?M L. MCDANIEL JR., Chairman
i4t---. t lial ' '• -
Att As 0- • 's
signature&by:
AS TO GTA7 NT RI. :
DATED:
CANTERBURY VILLAGE
CONDOMINIUM ASSOCIATION, INC.,
a Florida not-for-profit corporation
Wi _....-
tness(Signatu eJre) RCY 11-if E, resi
BY. (,eil 4A
Print Name. -161>p retU/i/\)
1/Vitness(signature) \K04LV
Pnnt Name; Nicole Worthington *
App,ese fqm and legality:
' tni Ka Id,rjpin,4,
_.--
Ronald T.Tomasko,
Assistant County Attorney
- ,
NIO
N.... C
C.11*
SKETCH AND DESCRIPTION lA Li 113.11 A
WATERMALYIINEASEMENT P A G F, 1 o f 4NG IN
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
COLLIER COUNTY,FLORIDA
VICINITY MAP
1"=2000'
N !...,
i
PRINCE ANDREW BLVD
--(i--
R
PROJECT
LOCATION
E
0--
0 500 1000 2000
e i J
(INTENDED DISPLAY SCALE: 1%.2000')
.1-
40.
E
4*
v
1
.5
v
5
*,s THIS IS NOT A SURVEY
§
8 I HEREBY CERTIFY, TO THE BEST OF MY KNOWLE()GE
1. THIS IS NOT A BOUNDARY SURVEY, NOR IS IT INTENDED TO BE AND BEUEF, THAT THE LEGAL DESCRIPTION AND
Z, USED AS ONE. ATTACHED HORIZONTAL DATA SHOWN HEREON ARE IN SKETCH WERE PREPARED IN ACCORDANCE
? 2. COORDINATES AND
.3 FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE WITH THE APPUCABLE PROVISIONS OF CHAPTER
5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT
COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF TO CHAPTER 472, FLORIDA STATUTES.
1983 (NAD83), 2011 ADJUSTMENT.
ti 3. BEARINGS SHOWN HEREON ARE BASED ON FIXING THE EAST
2 LINE OF PARCEL B-2, BERKSHIRE VILLAGE AT BERKSHIRE
,
c. LAKES, WHEREIN SAID EAST LINE BEARS N.0000.58"W.
c 41. 4. DESCRIBED PARCEL CONTAINS 1.18 ACRES, MORE OR LESS. MARK A. TEXTER (FOR THE FIRM LB. 642) —
; 5. P.O.C. = POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR AND MAPPER
6. POINT OF BEGINNING
P.O.B.— FLORIDA CERTIFICATE NO. 6392
7. PB = PLAT BOOK
: 8. PG = PAGE DATE SIGNED:
9. —R/W— = RIGHT—OF—WAY
10. N = NORTHING NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
g. 11. E = EASTING RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
12. NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
§ AND MAPPER.
..r"
JOHNSON ENGINEERING, INC. SKETCH AND DESCRIPTION
' '-
i () 1-1 N LI' Q.)N 2122 JOHNSON STREET
P.O. BOX 1550
25 . ),...--, ' — FORT MYERS, FLORIDA 33902-1550 WATERMAIN EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
.--- COLLIER COUNTY,FLORIDA
ZT, PHONE: (239) 334-0046 . L.
f ENGINEERING FAX: (239) 334-3661
DATE
E.B. #642 de LB. #642 PROJECT NO. FILE NO. SCALE SHEET
04/13/22 20203066-024 32-49-26 AS SHOWN 1 OF 4
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(INTENDED DISPLAY SCALE: 1*..1001 .., le$',), '-St,9, .•
'.,,,.. ..
.•
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LINE i UNE TABLE "t- " •
PARCEL 8-2 - -.. .. . . ... ... , ,.......,.... 0 04 r t.25._j 0_4
. .1 -....
, BEARING DISTANCE it i
7------- ',Ott)LI N54'4443-W 18.37' tii : 00 cti
L2 S35'15'17"W I 29.67' ../-±I •
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< .
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L4 1 S68'59'32W ; 73.30' . .
,
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-- ''' . .. cv'
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•
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L16 ; S682000E 26.02' , ' E. LINE Or •
L23 L17 I S135237W ', 5.77' -41. -A T B Iis'RK S!..li R E: .... S-...
..________ - c-'7,.9 .c...7.,_ . to aN ...,
L18 ! S16'4-6`52"E 6'7.58' -,>>., ki, 1..Pr7i I4, .'-';':3 48)
al
L19 i N731308E. 1 20.07' ''. 0
--N36'14'22"W 17.61' i co, ,
;ii ----i•-------h------ -‹-se ''• .3,,?,,,„.. .. ?..' i',- "tt
L20 i SI 6'46'52'E 1 15.00' ', ,6-,, Al, .
1 .___________.........._ ...
121 ; S7313.08'W 1 20.07' S'' L38-
(NI •t4,
rst ' t L39L41 . co 1 gq
36 L22 i SO1'30'17"W I 70.97' ; • ZS ,,..', cc Z
,- . (0 •,--
..,. 124 ' 5031023''W 1 15.01' ..,,.1 L42 "" b (4
...____ ai .. En 4 ° ,... . • •... PARCEL B-2 .. -.„ .
. ... ....i
L3S i S35'14'22*E 9,34* -, cy .,_.
139 i S0233.16"W ; 35,41' '' 4J .. .
o
E-4...
.,..„ o •,-- ,
-3 140 : N87-26'44"W ; 22.09' - co -
• m : • •. Z
,
----r--- E'')m '4 P , . 15' WOE 't
E L41 S0,2•33'16'W : 15.00' -,., RI T- RI . •.
fr '1, -—4! — ' 0 0 . C/D
142 ; S87'26'44"E : 22 09' U
' .... ... ) Z
DESCRIBED PARCEL OF LAND_ , ...
:. '
, . .. ... CONTAINS 1.18 ACRES,±
L43 S473316“W ' 24.68' :15 ME ..',.. :,•._ --S12°451 7"W
r5 „0.0„..7: 117.96
47 '
* L44 , S6E3'59'32nN 204.69 ..
`v
tx
. . AZ RBIRENCE Pornfr "A:
-----N °3316"E 31.62'
N21"00'28"VV 13.06' .
N7700"0.314, 1.5.06714-\"' /--S54°44'43"E
---
18.99'
-N34°1443"W
1% 'v. •. FOB- N. 666269.44
•
L3 (9 i 83.06' . k . E.. 420239.62
. S35:51,5117:0":1533979.8:7, cv 1-'1 . .589'59'02V
7.0 1 4,431,
io,3,, 7 ,- 22.98
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N77°14'
5'Ai c3 c'3,
S35*15'17"VV 15.0000
'
INTERSTATE 7 5 -------------R (BASIS OF 864R94GS)
E. LINEOf'PARCEL 8-2.
P.O.C.
c...4. ,
SE CORNER OF PARCEL B-2,
BERKSHIRE VILLAGE AT BERKSHIRE LAKES
PLAT BOOK 14. PAGE 48
PUBLIC RECORDS OF COLLIERCOLINTX FLORIDA
> *THIS IS NOT A SURVEY N:66617855, E. 420.262.62
6' *NOT VAUD WITHOUT SHEETS 1 THROUGH 4 OF 4
g - SKETCH AND DESCRIPTION
JOHNSON ENGINEERING, INC.
JC) -1 \ S(t)N 2122 JOHNSON STREET
FORT my P.O. BOX 1550
RIDA 33902-1550 WATERMAN EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH, RANGE 26 EAST
COLLIER COUNTY,FLORIDA
..-. PHONE: (239) 334-0046 ,
ENGINEERING FAX: (239) 334-3661 DATE PROJECT NO. FILE NO. SCALE
E.B. #642 & L.B. #642
04/13/22 20203066-024 32-49-26 1 ..1 00. SHEET
2 OF 4
i . (
Crdt
N EXHIBIT A
- CURVE TABLE PAGE of
CURVE ; RADIUS ' DELTA i CHORD BEARING! CHORD ;LENGTH
- 1 1 t • l'
Cl • 272.68' 32010 : N86'01'46E i 15.87' 15 88' 3 4.
•.i___ ' -
PRINCE
9 (' ANDREW BLVD'
6,LI PARCEL Na, 23970280005
18 BERKSHIRE VILLAGE
0 on'o HOMEOWNERS ASSOC INC
cci)
t-4 to 00.0 "PARCEL C" •
6 z u-' 1Z f-4..14 c3 1 ',
0 25 50 109 z a.
1 .
(INTENDED DISPLAY SCALE: 1".-.100)
i2 0,2.17
A\
UNE TABLE N74°24.1 2"VV---- ,-
LINE ! BEARING I DISTANCE 16.77' !..ti
1.
15 621'00'28"E 14.13' -!CPT Pj
i
C:;.- .1'17(N.14) PARCEL .4 v
L6 S6659°32"W 15.00'
L7 N21-00.28'W ; 14,13*
. '
) k
11
B-2 ,
LB N29'51'55"W 1 51.81' t
L9 S1508.05"W 1 36.19 N26°12"33"W-—----- -
1
1 --
110 S74'51'55"E , 0.93' 24.79' L12—- 1\
1 —
LI 1 N321413E 33.61' .&,/ ,„',', ••.4 sv 15' WIDE
Ca 6
L12 N18°47`27E + 10 18' S3
,,Ob'()) ''\. 4166%zsf
. --- ---
g L13 1,415'35'48"E I 15,00' i,, k°1 •'3? ,c.'7 c.D.c
i L14 574'24'12"E I 1149'
126 • N5111'58W Nt g t 37.11' ---------------___ --------. S
•1C Z '''?57 -L 3 5,
, BOUNCORY OF
ke 127 N184727E ? 31.04' PARCEL II-2 •‘‘10. .t' ,,e2.<5' •Je, $'
------1 - , ---
) „,,,\ e,R;
L28 ; N261233W 1 25 Cl.17' -L33
',.. `P ri.:5N:-'
"---"---
E 129 , N29•51.55'W t 14.16' i CO ‘43 oNFS. "
n - ,,,,•'5
L30 N60408°05"E i 14.78' - \"\g/‘ c4
--------,,----- - DESCRIBED PARCEL OF LAND
9 h '
, Lil
L31 N29'51'55"W I 15.00' L10 ' • ' CONTAINS 1.18 ACRES,± ui'
is ___
' -
g L32 S600805'W ; 14 15 WIDE
.78'
Z -- -
L33 N40•0 t
8'06"E 24.23' ' \, : p: t
i :-; i;..I..: ,-,
"1-..34 S495154°E 16.39' '12) ev SP
co <0 Co "t, ' •.;,'•1 El ERK S sli;',;E: ;,:AK
c),
I ---
' ' P c c,) \j f : )L35N4008'06'E 15.00' e •• E4 .(i q i<--•
..e 136 N49'51'54"W 16.39' tn
g _ — :--• .. y't
•..
2 137 N 40'08.06"E i 48.56' "
8 r--N295155W 9.75' .- , . .....
,.... .. . -•PARCEL 8-2 . . . ..• ,1/4 ,-
e., A!: 666367.56 / L32
i E 419361.17
. „
'5 .•
8 ( ----1.30
•
-L29 . 1
1 ----..
1 1?liv-- A177 54. \I\l'Ptk° '
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14"W 2 P.O.B. .
..- 95-7v 4'6.7.
05
1' -N77'54,
t INTL", .4-14,30,
6.86,
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, '"STA TE ------- . seg, b..
.. — oo
Y. 75 NO4'27'21-0 15 55' ---,-- '.,
RED:BOYCE POINT '?" ---t
g ,
g ,
r *THIS IS NOT A SURVEY
o
ts1 *NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
g -
JOHNSON ENGINEERING, INC. SKETCH AND DESCRIPTION
g . , .,, ,. _ WATERMAIN EASEMENT
i ()H I\ S. 01\4 2122 JOHNSON STREET
P.O. BOX 1550
FORT MYERS, FLORIDA 33902-1560 SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
COLLIER COUNTY,FLORIDA
PHONE: (239) 334-0046 ,
EN N FAX: (239) 334-3661
GIEERING E.B. .642 & L.B. #642 DATE PROJECT NO. FILE NO SCALE. ...
04/13/22 20203066-024 32-49-26 1"=100' 51.4EET
3 OF' 4
.i - - I
CY*
PESCRIPT ON ,- ,
1.-All FBI i A
WATERMAIN EASEMENT
A PARCEL OF- LAND
WITHIN A PORTION OF PARCEL B-2, BERKSHIRE VILLAGE AT BERKSHIRE. LAKES li, ,.•1 1 ,
I Atli, 4 of 4
LYING IN
SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FEORIDA
A PARCEL OF LAND LYING WITHIN A PORTION OF PARCEL 8-2, BERKSHIRE VILLAGE AT BERKSHIRE LAKES, AS RECORDED IN PLAT
BOOK 14, PAGE 48, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST,
LEE COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.
COMMENCING AT THE SOUTHEAST CORNER OF THE AFOREMENTIONED PARCEL B-2, THENCE N.00'00'58"IN., ALONG THE EAST LINE
OF' SAIE) PARCEL B-2, A DISTANCE OF 90.90 FEET; THENCE S.89"59.02V., DEPARTING SAID EAST LINE, A DISTANCE OF 22,98
FEET TO THE POINT OF BEGINNING.
FROM SAID POINT OF BEGINNING, THENCE S 3515'17-W., A DISTANCE OF 15,00 FEET; THENCE N.54'44'43"W., A DISTANCE OF
18.37 FEET; THENCE S.35'15E171E., A DISTANCE OF 29.67 FEET; THENCE S.80'15"17.W., A DISTANCE OF 160,67 FEET; THENCE
N.7714'43DAL, A DISTANCE OF 114.29 FEET; THENCE N.341 4'43'W., A DISTANCE OF 90.71 FEET; THENCE N.21`00'28'W,, A
DISTANCE OF 14.03 FEET; THENCE S.68'59'32"W., A DISTANCE OF 73.30 FEET; THENCE S,21"00'281., A DISTANCE OF 14.13 FEET;
THENCE S.66•59'32DAE, A DISTANCE OF 15.00 FEET; THENCE N.21•00`28EW., A DISTANCE OF 14.13 FEET; THENCE S.68`59'32DW., A
DISTANCE OF 110.65 FEET TO A POINT LABELED "B" FOR REFERENCE; THENCE N.77'54'14"W., A DISTANCE OF 306.86 FEET;
THENCE N.29.51'55-W., A DISTANCE OF 51.81 FEET; THENCE N.15E38'051., A DISTANCE OF 218,62 FEET 'TO AN INTERSECTION
WITH THE BOUNDARY OF THE AFOREMENTIONED PARCEL 9-2; THENCE ALONG SAID BOUNDARY AND A CURVE TO THE LEFT HAVING
A RADIUS OF 272.68 FEET, (DELTA 03'20'10"), (CHORD 15.87 FEET), (CHORD BEARING N.86'01'46"E.), AN ARC DISTANCE OF
15.88 FEET; THENCE 5.15'08'05*W. DEPARTING SAID BOUNDARY, A DISTANCE OF 36,19 FEET; THENCE S,74"51'551., A DISTANCE
OF 0.93 FEET; THENCE N.61"33151.,, A DISTANCE OF 213.19 FEET; THENCE N.40188`061,, A DISTANCE OF 79.91 FEET; THENCE
N.32'14'131., A DISTANCE OF 33.61 FEET; THENCE N.1647'271, A DISTANCE OF 10.18 FEET; THENCE N,2612'33-W,, A
DISTANCE OF 24.79 FEET; THENCE N.161 7'471„ A DISTANCE OF 126.36 FEET; THENCE N.74'24`12V., A DISTANCE OF 16,77
FEET; THENCE N.15•35'481., A DISTANCE OF 15.00 FEET; THENCE S.74'24'12"E., A DISTANCE OF 1,3,49 FEET; THENCE
N.60'35‘481., A DISTANCE OF 120.72 FEET; THENCE S.76'07'231., A DISTANCE OF 145,68 FEET; THENCE N.13'52"37-E., A
DISTANCE OF 10.02 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED BOUNDARY OF PARCEL B-2; THENCE 5,68"20'001.
ALONG SAID BOUNDARY, A DISTANCE OF 26,02 FEET; THENCE S.13'52.37V, DEPARTING SAID BOUNDARY, A DISTANCE OF 5,77
FEET; THENCE S.61'46'52"E., A DISTANCE OF 281.49 FEET; THENCE SAE-46'52"E, A DISTANCE OF 67.58 FEET; THENCE
g N73'13'081,, A DISTANCE OF 20.07 FEET; THENCE S.1646`521., A DISTANCE OF 15.00 FEET; THENCE S.73'13'081E., A
8 DISTANCE OF 20.07 FEET; THENCE S.16'46'52"E., A DISTANCE OF 11.78 FEET; THENCE S.01'30'17D.E., A DISTANCE OF 70.97 FEET;
..".?- THENCE S.88'29'431., A DISTANCE OF 20.12 FEET TO AN INTERSECTION WTTN THE EAST LINE OF THE AFOREMENTIONED PARCEL
' 8-2; THENCE S.03'1O'23"W. ALONG SAID EAST LINE, A DISTANCE OF 15.01 FEET; THENCE N.88'29'43"W. DEPARTING SAID EAST
..Q. LINE, A DISTANCE OF 19.68 FEET; THENCE 5,01'30'17'W., A DISTANCE OF 218.17 FEET; THENCE S.12'45'17"W„ A DISTANCE OF
E 117.96 FEET TO A POINT LABELED "A FOR REFERENCE; THENCE S.54'44'43"1., A DISTANCE OF 18.99 FEET TO THE POINT OF
BEGINNING;
•O'
THENCE FROM THE AFOREMENTIONED REFERENCE POINT LABFI FD "A", N.72`00%).31E., A DISTANCE OF 15.06 FEET TO THE POINT
OF BEGINNING, THENCE S.35'15'171E,, A DISTANCE OF 33,99 FEET; THENCE S.80'15'171E,, A DISTANCE OF 151.67 FEET; THENCE
N.771 4'43EN., A DISTANCE OF 105.39 FEET'; THENCE N,34"14'43DN, A DISTANCE OF 83.06 FEET; THENCE N.21'00.28'W., A
0, DISTANCE OF 13.06 FEET; THENCE N.4733'161,, A DISTANCE OF 31.62 FEET; THENCE N.02'33'161., A DISTANCE OF 208.51
E
-E FEET; THENCE N.36'14'22"W., A DISTANCE OF 17.61 FEET; THENCE N.58'44'22"W., A DISTANCE OF 219.77 FEET; THENCE
N.51'11'58.W., A DISTANCE OF 37.11 FEET; THENCE N.18'47'27"E., A DISTANCE OF 31.04 FEET; THENCE N.26'12`331V„ A
DISTANCE OF 25.17 FEET; THENCE N.16'17'381., A DISTANCE OF 132.93 FEET; THENCE N.60"35.48"E., A DISTANCE OF 103.70
FEET; THENCE S.76'07'231, A DISTANCE OF 166.42 FEET; THENCE 5,61'46'521, A DISTANCE OF 270.49 FLEE THENCE
IS.16"46'521.. A DISTANCE OF 85.73 FEET; THENCE S.01"30'17-W., A DISTANCE OF 300,25 FEET; THENCE S.12'45'17"W,, A
DISTANCE OF 115.11 FEET TO THE POINT OF BEGINNING;
THENCE FROM THE AFOREMENTIONED POINT LABELED "BE N.04.27'21nW„ A DISTANCE OF 15.65 FEET ro THE POINT OF
1 BEGINNING; THENCE N.7754'14''W., A DISTANCE OF 295.71 FELL THENCE N.29"51'55NE., A DISTANCE OF 14,16 FEET; THENCE
' N.60"08`05"E., A DISTANCE OF 14.78 FEET; THENCE 14.29'51'55.W., A DISTANCE OF' 15.00 FEET; THENCE S.60`08.05'W., A
' , DISTANCE OF 14.78 FEET; THENCE N.29'51'55"W., A DISTANCE OF 9.75 FEET; THENCE N.15'08'051, A DISTANCE OF 159.82 FEET;
THENCE N.61'33'151„ A DISTANCE OF 231 58 FEET; THENCE N.40'08'06"E., A DISTANCE OF 24.23 FEET; THENCE S.49'51`541., A
IDISTANCE OF 16.39 FEES THENCE N,40"08'061., A DISTANCE OF 15.00 FEET; THENCE N.49"51*54DW., A DISTANCE OF' 16.39 FEET;
THENCE N.40'08'061, A DISTANCE OF 48.58 FEET, THENCE S58'44'221., A DISTANCE OF 256.36 FEET; THENCE S.36'14'221., A
DISTANCE OF 9.34 FEET; THENCE S 02'33'161V., A DISTANCE OF 35.41 FEET; THENCE N.8.726.44V, A DISTANCE OF 22.09 FEET;
-E; THENCE S.02'33'16"W., A DISTANCE OF 15.00 FEET; THENCE S.87'26'441., A DISTANCE OF 22,09 FEET; THENCE S.02`33'16EW., A
-Z. DISTANCE OF 146.60 FEET; THENCE 5,47"33'16-W, A DISTANCE OF 24.68 FEET; THENCE S.68'59'321E.„ A DISTANCE OF 204.69
V
1 FEET TO THE POINT OF BEGINNING,
r-
DESCRIBED PARCEL CONTAINS 1.18 ACRES, MORE OR LESS.
BEARINGS DESCRIBED HEREON ARE IN FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST
.---
ZONE, NORTH AMERICAN DATUM OF 1983 (NA083), 2011 ADJUSTMENT AND ARE BASED ON FIXING THE EAST LINE OF PARCEL
B-2, BERKSHIRE VILLAGE AT BERKSHIRE: LAKES, WHEREIN SAID EAST LINE BEARS N ocroo'sirw,
THIS IS NOT A SURVEY
NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4.
-g-
g .
JOHNSON ENGINEERING, INC. . DESCRIPTION
1 (.., - ' ' (,;)N FORT 2122 JOHNSON STREET WATERMAIN EASEMEN T
P.O. BOX 1550
• . I., /AYERS, FLORIDA 33902-1550
SECTION 32 TOWNSHIP 49, SOUTH,RANGE 26 EAST
EE , PHONE: (239) 334-0046 COLLIER COUNTY,FLORIDA
NO SCALE EGINEER :
ES. #642 & LB. #642 T: InitItta No. fl1E.
04/1E/22 20203066-024 32-49-26 N/A stIEET
N I N G FAX (239) 334-3661 OAI 4 OF 4
..•,- .„ - . , - -
C
C.,'
SKETCH AND DESCRIPTION EXHIBri B
TEMPORARY CONSTRUCTION EASEMENT PAGE I 01 4
LYING IN
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
COLLIER COUNTY,FLORIDA
VICINITY MAP
1.*=2000'
NI
IN
PRINCE ANDREW BLVD a
LU
40,ive„,
morft,
PROJECT
LOCATION
0 514101 0 2000
(INTENDED DISPLAY SCALE: 1"..2000)
NOTES: THIS IS NOT A SURVEY
1. THIS IS NOT A BOUNDARY SURVEY. NOR IS IT INTENDED TO BE I HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE
c USED AS ONE. AND BELIEF, THAT THE LEGAL DESCRIPTION AND
I. 2. COORDINATES AND HORIZONTAL DATA SHOWN HEREON ARE IN ATTACHED SKETCH WERE PREPARED IN ACCORDANCE
FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE WITH THE APPLICABLE PROVISIONS OF CHAPTER
COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT
1983 (NAD83), 2011 ADJUSTMENT. TO CHAPTER 472, FLORIDA STATUTES.
3. BEARINGS SHOWN HEREON ARE BASED ON FIXING THE EAST
LINE OF PARCEL B-2, BERKSHIRE VILLAGE AT BERKSHIRE
LAKES, WHEREIN SAID EAST LINE BEARS N.00'00'58"W.
4. DESCRIBED PARCEL CONTAINS 2.40 ACRES. MORE OR LESS.
`g 5. P.O.C. POINT OF COMMENCEMENT MARK A. TEXTER (FOR THE FIRM LB. 642)
6. P.O.B. POINT OF BEGINNING PROFESSIONAL SURVEYOR AND MAPPER
7. PB PLAT BOOK FLORIDA CERTIFICATE NO. 6392
8. PG PAGE
9. —R/w— RIGHT—OF—WAY DATE SIGNED:
10. AC ACRES
1. N NORTHING NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
12. E EASTING RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
13. NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4 AND MAPPER.
JOHNSON ENGINEERING, INC SKETCH AND DESCRIPTION
J (1) N N
2122 JOHNSON STREET
P.O. BOX 1550
- FORT MYERS, FLORIDA 33902-1550 TEMPORARY CONSTRUCTION EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
COLLIER COUNTY,FLORIDA
PHONE: (239) 334-0046
I NGINEERI N G EB. 1642 & LB. #642 FAX: (239) 334-3661 'DATE PROJECT NO. FILE NO. SCALE
E SHEET
04/13/22 20203066-024 32-49-26 AS SHOWN 1 OF 4
•ft ,
*THIS IS NOT A SURVEY FXI:11BIT B
---,,,,,_
N89s`'7316060'300.0.721,2:339.35 Bousavy‘4 76 or -s I
*NOT VALID WITHOUT SHEETS 1 THROLIGH 4 OF 4
ii. ,•.
.,.1
,.•
PARCEL 8-2 '''-,..,..,......
--....
---1 ----PARCEL jj
RINC,E ANDRE
, PARCEL BER,sHRE vt No, 2,39702
. ,.6.87LACE HOMEO
80t5 131417
WWERs
,c_,,__A
...-
,E
.. G•••- .
0 25 50 100 ,.. ,.
.•
I sagt j •
..•
(INTENDED DISPLAY SCALE: 1,.. 00') ' .*, ••. -.-6,•.,,,, .
.-
UNE TABLE •-1- •. •
. .
. •
PARCEL 8-2 .. . .... ... ........... ....••
LINE; BEARING 1,DISTANCE ..i r"
• 4 co . (1-) ''d.)
Li S351 5'1 7"W 34.78' '-,111 . a/ - L17
';2 cP
L2 ; N7714'43W 117.84' 'II . -
.(...)
L3 I N341 4'43"W 88.21' i1-',12 .
•
L4 S68.59.32W 89.57'
.
.,,L15 I S68120'00"E 50.87' '1: ,
____i___ ____ .
• ''1 E LINE OF PARCEL 8-2
L16 ' S1 6'46'62"E 64,07' 4/.4., .
II !".3 ET R Kf...1;-.1!.1';E. V .„L A.G
t L17 ; N731308*E 20.07' ' ,s, IS,' . i•:', B t,1,',K':•.`7;!.--f.!14..h L..A n.-...S
f, —. — ,1‘.. -71,,,,, . Ca
'" Pif C P C3 i 4, P G 4 8) ., Ci) co C1
.._ L18 SiS6'46"52"E 25.94' • ' •
I ,.. cv
L19 S12-45'17"W 158.44' '' Z'? . r-4
1 XI
g . — .____ 7 •
.,,
L20 S54144'43"E 20.98'
.
•.. r•-,.
... b SNI
• ,"') 0
L2
1 S3515'17"W 30,31' .•
c\I —c,) - .g4
.0 L22 N7714.43"W 53.80'
E ___i______ ‘7.) ,
c.i .. ZI
1,1 L31 , S58'45'42"E 227.46' •I,
-- L33 *t-C
L32 F802133715"W 65.84' U1.. '. PARCEL 8-2 • .. .
"..'• .. ... . .... ','.'''''''.: ...4
• III
•
L33 587'26'44"E 16.09'
e••) . .
L34 i S02133'16"W 138.12' ',/, ',1„.'•.,F
*t4
E-4
• L35 S47'33"16W 21,06' ,•• __I c•
Z
L36 i S68'59'32"W 201.77' •7,, -.... .. ..... . .•
''*t4
§ DESCRIBED PARCEL OF LAND ''. en CID
CONTAINS 2.40 ACRES,.t
;t'' •'-).- ..
.. \,
• cv .,--
co L20
i r)„
REFEBBICE POINT''A"
P.O.B.
05 r,
(‘. -. N8017'4414/2Z04'-- N. 666270.88
,§
P.aB. E: 42024Z98
t. .,
(C' ..:-.---589'59'02'W 4. ---
14.61,v.
$80 N.
..-- 1•22 1 °A 51'" ',./ tk
---. 7"----------_,.._ '
.
---------R\I? ' S80'A 6.17"W'‘9°Ausis OF 8E4RINGS)
E LINE OF PARCEL 8-2 ••
F ..
INTERSTATE
..--- f..../
..- P.O.C.
es4
0
SE CORNER OF PARCEL 8-2,
CURVE TABLE
BERKSHIRE MACE AT BERKSHIRE LAKES
g CURVE I RADIUS 1 DELTA : CHORD BEARING : CHORD I LENGTH PLAT BOOK 14, PACE 48
PUBLIC RECORDS OF COLLIER cousin.; FLORIDA
03 • 255.00 • 22'09'59" • S79125'00"E '' 98.04' 98.65' N: 668178.55, E. 420282.62
g , t L i
SKETCH AND DESCRIPTION
Ir. JOHNSON ENGINEERING, INC.
1 j (2)H N S' (4ii)N2122 JOHNSON STREET
P.O. BOX 1550
FORT . FLORIDA 33902-1550 TEMPORARY CONSTRUCTION EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
COLLIER COUNTY,FLORIDA
.-g..
ENGINEERIN FAX: (239) 334-3661 DATE PRECT NO.G PHONE: (239) 334-0046
E.B. #642 & LEI. #642 ' LN FILE NO. SCALE SHEET
04/13/22 20203066-024 32-49-26 1"=100' 2 OF 4
„-- - - I
C-Jt
EXHIBIli B
PA C'E 1 of 4
CURVE TABLE -
PRINCE ''
CURVE ! RADIUS I DELTA 1 CHORD BEARING CHORD i LENGTH
, 1 - ANDREW BLVW
ci 5567.58' I 3'1212" I N78'05'56"W : 311 24' 1 311.28' „I" 2 PARCEL No. 23970280005
- --'-----------:-- -1
, -- BERKSHIRE VILLAGE
C2 I 272.68' 1 70'30'04" I N53'45'49"E , 314.76' 1 335.53' at 0 r.,) HOMEOWNERS ASSOC INC
2 8. "PARCEL C"L 1 it
-
ti X 1.0 BOUNDARY OF
PARCEL 8-2
z ."4/3-
N ,` ,_,
0,r,2 ,.., t 1 c...,.-
i- LI 2 7'
L/0
...
,.:
rs
_G; 4):..?: PARCEL
•,Z* ,Z. B-2
L9
•
0 25 50 100
0 •,‘
••
I
(INTENDED DISPLAY SCALE: 1"a100')
c‘V
-.../
g -L23
0 LINE TABLE /
Oi•
LINE i BEARING ! DISTANCE 7// Ci\'41*
al 1 oa u•Sto;"
a L5 S68.59'3 rIN I 89.57' / C\'\ ‘.I
CV ,c)
L6 N21'00'28W 14.13' _,,,..„----k . 6), .,;,,,,,"
-------------------. ......--------..A---ICO .
''. L7 S68'59'32"W 105,78' W'' 9, 46',
re. - SOUNIARY or , `"<..). *Cfc••,/,,
E L8 N29.51'55"W 57.91' PARCEL 8-2 --L29 . , c• ••
L9 S67729.08"E 1.72' -______ - -L28. . .
..„
, -- Lx
'‘,"0-
I L10 N74•24'12"W 16.70' . ‘ q
CY E _ —L11 N15'35'48"E 27.00' . '' -'". '\b'‘
*9- DESCRIBED PARCEL OF LAND 1,--
LI/,
L12 574.28'17"E 17.03' 6
cv) .
.... CONTAINS 2 40 ACRES,± W
CO
0). , .,
, .
L13 N6035'48E 108.18' (V . .' U..1. ,
.
B ER K 8 H i R E V i I.,L..A
g L1 4 N89-30.00E 39.35' gi ... I'
a. Ca Z'o •t1',, T ERi OR KE S
i
.c:, .!:.:) • A 1'3 ..:*; -. )---
L23 N51'11'58"W 32.49' 03 co 03 . . ,
,
•-•' P ro' . (P3 :4, PG 4 f.i.*) L.
. 2
R L24 N18*47.27"E 29.33'- 40 ef)
•Z .Z. ...• .,
. .
L25 N261233*W I i 25.32'
L 26 N2951'55"W 61.82' .•-,,,.
..-•. .-' '.•--• PARCEL 9-2 •.... . ... '
------
L27 N53'45'38"E 75.31' l''' ,VLY UNE OF
CP ,
t 9 L28 N311538"E 0.07',
..„
t.29 S5844'22"E i 23.05' ----------....„._.&. A.11 *
"4--
L30 ' N3r15'38"E : 64.26' - ,
14 , P.0.B. ,-,c,),• ,,
4 I- !,
• "vv 471.38, wbg'34."
$bb
8"
S INTptio, Ci
,d.
75 N05`45:02V 27 99'-. - -- --__
1 REFER,ENC, E MONT
0
p,
--,, *THIS IS NOT A SURVEY
IC' *NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
p.,---
p JOHNSON ENGINEERING, INC. SKETCH AND DESCRIPTION
1 J (-) Vi N ,S, O.')N 2122 JOHNSON STREET
P.O. BOX 1550
FoiRT MYERS, FLORIDA 33902-1550 TEMPORARY CONSTRUCTION EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
1" COLLIER COUNTY,FLORIDA
PHONE: (239) 334-0046
1 ENGIEERIG FAX: (239) 334-3661 DATE PROJECT NO, FIE NO. SCALE SHEET
04/13/22 20203066-024 32-49-26 1"a100'
N N E.B. #642 & LB. #642
3 OF 4
e t
DESCRIETIAN E XI IIBIT R
TEMPORARY CONSTRUCTION EASEMENT
A PARCEL OF LAND AGE 4 of 4
WITHIN A PORTION OF PARCEL 8-2,
BERKSHIRE VILLAGE AT BERKSHIRE LAKES
LYING IN
SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
A PARCEL OF LAND LYING WITHIN A PORTION OF PARCEL 8-2, BERKSHIRE VILLAGE AT BERKSHIRE LAKES, AS RECORDED IN PLAT
BOOK 14, PAGE 48, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST,
LEE COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCING AT THE SOUTHEAST CORNER OF THE AFOREMENTIONED PARCEL B-2, THENCE N.00"00'58"W., ALONG THE EAST UNE
OF SAID PARCEL B-2, A DISTANCE OF 92.33 FEET; THENCE S,89"59'02"W., DEPARTING SAID EAST LINE, A DISTANCE OF 14.61
FEET TO THE POINT OF BEGINNING,
FROM SAID POINT OF BEGINNING, THENCE S.351517'W.. A DISTANCE OF 34.78 FEET; THENCE 5.80.15.17-W., A DISTANCE OF
190.53 FEET; THENCE N.7714.43"W„ A DISTANCE OF 117.84 FEET; THENCE IN.34'14'43"W., A DISTANCE OF 88.21 FEET: THENCE
S.68'59'32*W., A DISTANCE OF 89.57 FEET: THENCE N.21'00`28"W., A DISTANCE OF 14.13 FEET; THENCE S.68'59'32"W., A
DISTANCE OF 105.78 FEET TO AN INTERSECTION WITH THE SOUTHERLY LINE OF THE AFOREMENTIONED PARCEL B-2 AND A POINT
LABELED "B" FOR REFERENCE; THENCE ALONG SAID SOUTHERLY LINE AND A CURVE TO THE RIGHT HAVING A RADIUS OF 5,567.58
FEET, (DELTA 0312'12"). (CHORD 311.24 FEET), (CHORD BEARING N.7805'56'"W.), AN ARC DISTANCE OF 311.28 FEET; THENCE
N.29.51`55"W. DEPARTING SAID SOUTHERLY UNE, A DISTANCE OF 57.91 FEET; THENCE N.15'08'05"E., A DISTANCE OF 219.30 FEET
TO AN INTERSECTION WITH THE BOUNDARY OF THE AFOREMENTIONED PARCEL B-2;
THENCE ALONG SAID BOUNDARY AND A CURVE TO THE LEFT HAVING A RADIUS OF 272.68 FEET, (DELTA 70.'30'04"), (CHORD
314.76 FEET), (CHORD BEARING N.5345'49"E), AN ARC DISTANCE OF 335.53 FEET; THENCE S.67'29'08-E. DEPARTING SAID
BOUNDARY, A DISTANCE OF 1.72 FEET; THENCE N.16'17.19"E., A DISTANCE OF 125,84 FEET; THENCE N.74'24'12"W., A DISTANCE
OF 16.70 FEET; THENCE N.15'35'48-E.. A DISTANCE OF 27.00 FEET; THENCE S.74`28'17E., A DISTANCE OF 17.03 FEET; THENCE
N.60'35'48'1., A DISTANCE OF 108.18 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED BOUNDARY OF PARCEL 8-2:
THENCE ALONG SAID BOUNDARY FOR THE FOLLOWING THREE (3) COURSES;
E.
g 1. N.89'30'00"E.. A DISTANCE OF 39.35 FEET;
2. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 255.00 f•ELI, (DELTA 22'09'59 ), (CHORD 98.04 FEET). (CHORD
f BEARING S.79'25'OO"E.), AN ARC DISTANCE OF 98,65 FEET;
Al 3. 5.66'20'00'E., A DISTANCE OF 50,87 FEET;
2
LE" THENCE S.61'46'52"E. DEPARTING SAID BOUNDARY, A DISTANCE OF 281.86 FEET; THENCE S.16.46.52E., A DISTANCE OF 64.07
.,. FEET; THENCE N.73`13.08E„ A DISTANCE OF 20,07 FEET; THENCE S.16'46'52"E., A DISTANCE OF 25.94 FEET TO AN INTERSECTION
,. WITH THE AFOREMENTIONED EAST LINE OF PARCEL 8-2; THENCE S.031 0"23-W. ALONG SAID EAST LINE, A DISTANCE OF 276.47
FEET; THENCE 5.1745'17"Vi. DEFAMING SAID EAST LINE, A DISTANCE OF 158.44 FEET TO A POINT LABELED "A" FOR REFERENCE;
THENCE S.54`44'43"E., A DISTANCE OF 20.98 FEET TO THE POINT OF BEGINNING;
0,
4- THENCE FROM THE AFOREMENTIONED REFERENCE POINT LABELED 'A', N.80.17`44'W., A DISTANCE OF 27.04 FEET TO THE POINT
OF BEGINNING, THENCE S.35"15'17"W., A DISTANCE OF 30.31 FEET; THENCE 5.8015'17*W., A DISTANCE OF 147.99 FEET; THENCE
N.77'14'43"W., A DISTANCE OF 53 80 FEET; THENCE N.32'14`43"W., A DISTANCE OF 135.42 FEET; THENCE N.02'33'16"E., A
DISTANCE OF 212.51 FEET; THENCE N.58•45'4-2-W., A DISTANCE OF 235.49 FEET; THENCE N.51"11'5ENE A DISTANCE OF 32.49
.1 FEET; THENCE N.18`47'27"E., A DISTANCE OF 29.33 FEET; THENCE N.26'12'33"W., A DISTANCE OF 25.32 FEET; THENCE
iN.1619'23*E., A DISTANCE OF 128.23 FEET; THENCE N.60`35'4,8*E., A DISTANCE OF 98.78 FEET; THENCE S.76'07'23"E., A
DISTANCE OF 163.29 FEET; THENCE S.61'46'52"E., A DISTANCE OF 267.25 FEET; THENCE S.16'46'52"E., A DISTANCE OF 82.28
FLO; THENCE S.01`30.17"W., A DISTANCE OF 298.69 FEET; THENCE S.12'45'17"W., A DISTANCE OF 113.33 FEET POINT OF
- BEGINNING;
.f..,
THENCE FROM THE AFOREMENTIONED REFERENCE POINT LABELED "8", N.05'45102"W, A DISTANCE OF 27.99 FEET TO THE POINT
Of BEGINNING; THENCE N 77'54'14"W,, A DISTANCE OF 271,38 FEET; THENCE N.29'51.55"W., A DISTANCE OF 61.82 FEET;
THENCE N.15'08*05"E„ A DISTANCE OF 133.87 FEET; THENCE N.61'23'09"E., A DISTANCE OF 170.64 FEET: THENCE N.53'45'38E•
0 A DISTANCE OF' 75.31 FEET; THENCE N.31°15'38•E, A DISTANCE OF 0.07 FEET; THENCE S.58'44`22"E., A DISTANCE OF 23.05
FEET'' THENCE t4,31`15`38"E,, A DISTANCE OF 64 26 FEET; THENCE S.58`45'42"E., A DISTANCE OF 227.46 FEET; THENCE
S.0233'16"W., A DISTANCE OF 65.84 FEET; THENCE S,8726`44"E., A DISTANCE OF 16.09 FEET; THENCE S.02'33`16"W., A
DISTANCE OF 138.12 FEET; THENCE S.4733'16.V., A DISTANCE OF 21.06 FEET; THENCE S.68"59`32V., A DISTANCE OF 201.77
.1. FEET TO THE POINT OF BEGINNING.
DESCRIBED PARCEL CONTAINS 2.40 ACRES. MORE OR LESS.
."" BEARINGS DESCRIBED HEREON ARE IN FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST
ZONE. NORTH AMERICAN DATUM OF 1983 (NAD83). 2011 ADJUSTMENT AND ARE BASED ON FIXING THE EAST LINE OF PARCEL
8-2, BERKSHIRE VILLAGE AT BERKSHIRE LAKES. WHEREIN SAID EAST LINE BEARS N.00'00'58"W,
..--
04 THIS IS NOT A SURVEY
NOT VAUD WITHOUT SHEETS 1 THROUGH 4 OF 4.
I
_..,
..g
E _
DESCRIPTION
...-:„ JOHNSON ENGINEERING, INC.
r , T ' ' '
I ) F1 N t-.1(.!).1\1 2122 JOHNSON STREET
P.O. BOX 1550
. FORT MYERS, FLORIDA 33902-1550 TEMPORARY CONSTRUCTION EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH RANGE 26 EAST
.-E PHONE. (239) 334-0046 COLLIER COUNTY,FLORIDA
E G (239) 334-3661 DATE PROJEC1
NINEERING FM:
EEL #642 & LB. #642 NO. EU NO SCALE SHEET
04/13/22 20203066-024 32-49-26 N/A 4 OF 4
.....- _ t ._ 4
. 1
C.