Canterbury Village Condo Association Utility Easement INSTR 6308421 OR 6173 PG 2352
PROJECT; Churchill Circle Water Main Replacement gr ,,,,,,;DT,, c113c22u1TCOURT AND COMPTROLLER
Canterbury Village Condominium Association, Inc. COLLIER COUNTY FLORIDA
DOC@ 70$0 70 REC$52 50
CONS$10 00
UTILITY EASEMENT
THIS UTILITY EASEMENT. made and entered into this 1 0- day of
i\v.:3; 2022, by 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, 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 mailing address is 3335 Tamiami Trait
East, Suite 101, Naples, FL 34112, its successors and assigns, as Grantee.
(Wherever used herein the terms"Grantor"and"Grantee"include all the parties to this instrument and their respective heirs,
legal representatives,successors or assigns.)
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 the Grantee, its
successors and assigns, a perpetual, non-exclusive easement, license, and privilege for
utility, access, and maintenance 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 NOR IS IT CONTIGUOUS THERETO.
Grantee 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 this Utililty Easement.
TO HAVE AND TO HOLD the same unto the Grantee together with the right to
enter upon said land, excavate, and place or remove materials including, but not limited
to, utility lines and pipes, and other equipment or improvements appurtenant thereto or
thereunder for the purpose of constructing, operating, maintaining, and accessing utility
facilities thereon. Grantor and Grantee are used for singular or plural, as the context
requires. The easements granted herein shall constitute easements running with the land
and shall burden the lands described above.
-1\A
(SIGNATURES APPEAR ON THE FOLLOWING PAGE) V
THIS CONVEYANCE ACCEPTED BY THE
BOARD OF COUNTY COMMISSIONERS, ‘\
COLLIER COUNTY FLORIDA,
PURSUANT TO THE PROVISIONS
OF RESOLUTION NO. ,,..24/o
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed
the date and year first above written.
CANTERBURY VILLAGE,
CONDOMINIUM ASSOCIATION, INC.,
a Florida not-for-profit corporation
BY: a----------
Witness (Signature) CYN HIA PRA E, President
-11U. A1)1(.1•-)
Name (Print or Type)
, AJ OfjV
/
Witness (Signature)
Name ( r-Wwthtltrint or y e
STATE OF 1—I--
COUNTY OF aiM cot-
The foregoing Utility Easement was acknowlecged before_Ple by means of[Whysical presence
or D online notarization this 1Z.- day of pc-0(:)() ( , 2022 by NTHIA PRATTE,
as President of CANTERBURY VILLAGE CONDOMINIUM ASSOCIATION, INC., a Florida not-
for-profit corporation. Such person(s) Notary Public must check applicable box:
))KI is/are personally known to me.
E produced his/her current driver license.
0 produced as identification.
(Notary Seal)
„001"10,, TODD ALLEN
Notary Public
.411ICS,Notary fub0c-State of Florida Printed Name of Notary: P
Commission Number:
Commission a HH 269935
Viv'I I I 0:4P: My Commission Expires
€: \ titt4
My Commission Expires: J ,LL94.
Atirovall o for and legality:
Olq. NI -
Ronald T. Tomasko,
Assistant County Attorney C
CY*
- .
1114,11.....,i B A
,
SKETCH AND DESCRIPTION 1
WATERMAIN EASEMENT- PAGE I of 4
LYING IN
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
COLLIER COUNTY,FLORIDA
VICINITY MAP
1"=2000`
..'4
A
1 PRINCE ANDREVi BLVD a
ma,
c,„ g
„„Te.,;„_ _
4
PROJECT
LOCATION
E
1
0
,... 0 500 1000 2000
wi 1 1
(INTENDED DISPLAY SCALE: 1"..2000')
I
'.-.'_.,
a.
t
At
..:
g
ic
J
5
THIS IS NOT A SURVEY
iI NOTES: I HEREBY CERTIFY,
8 1. THIS IS NOT A BOUNDARY SURVEY, NOR IS IT INTENDED TO BE TO THE BEST OF MY KNOWLEDGEAND BELIEF, THAT THE LEGAL DESCRIPTION AND
USED AS ONE. ATTACHED SKETCH WERE PREPARED IN ACCORDANCE
- 2. COORDINATES AND HORIZONTAL DATA SHOWN HEREON ARE IN WITH THE APPLICABLE PROVISIONS OF CHAPTER
I, FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE 5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT
el COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF
1983 (NAD83), 2011 ADJUSTMENT. TO CHAPTER 472, FLORIDA STATUTES.
i3. BEARINGS SHOWN HEREON ARE BASED ON FIXING THE EAST
A LINE OF PARCEL 8-2, BERKSHIRE VILLAGE AT BERKSHIRE
--- LAKES, WHEREIN SAID EAST LINE BEARS N 00*00.58'W.
g"
I 4. DESCRIBED PARCEL CONTAINS 1.18 ACRES. MORE OR LESS, MARK A. TEXTER (FOR THE FIRM L.B. 642)
5. P.O.C. = POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR AND MAPPER
6. P.O.B. = POINT OF BEGINNING FLORIDA CERTIFICATE NO. 6392
Zti 7. PB = PLAT BOOK
o
1 8. PG = PAGE DATE SIGNED:
' 9. -R/W- = RIGHT-OF-WAY
2
o 10. N = NORTHING NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
R, 11. E = EASTING RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
""- 12.
NOT VALID WITHOUT SHEEIb 1 THROUGH 4 OF 4
.§. AND MAPPER.
ENGINEERING, INC. SKETCH AND DESCRIPTION
'-' I
i i (7) ,H N S(I)N 2122 JOHNSON STREET
P.O. BOX 1550
FORT MYERS, FLORIDA 33902-1550 WATERMAIN EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
COLLIER COUNTY,FLORIDA
PHONE: (239) 334-0046
E ENGINEERING FAX (239) 334-3661
E.B. #642 & LB, #642 DATE PROJECT NO. RIX NO. 'SCALE ,
SHEET
04/13/22 20203066-024 32-49-26 AS SHOWN 1 OF 4
.," - 1
ft"
BOUNDARY OF
li-
*s76,0P7ARC, �,..� : : 'EL 8-2
3,.� r-L15 PRINCE ``~
60.$ ANDR } j�r
w L r R£RKSHIREEL No. zasREw ""+ Y
S'6s3" 1 ` tgRC £CWME2R$0 INC ct
x sir�6, _ _
4
0 25 50 1004. `-'.
�r$s' ?8r a
(INTENDED DISPLAY SCALE: 1 =100) 1 S " 9
r) 9'
LINE TABLE ../__
LINE BEARING : DISTANCE T.0 id ' PARCEL 8-2 •..
C") 1'
L1 i 1454'44'43"W , 18.37' LL! C
A---ca, 10 4
L2 4 S35'15'17"W }._29.67' -� 6 09
, xP 0 I.2a
L3 { N21 00'28"W ' 14.03 I- �I.Cti
I __L4 j S68`59`32"W ! 73.30 _ "� L21
S16°46'S2°E
Li 5 i N13 52'37"E i 10.02 -I 11.78'
L16 1 S68 20'00"E 26.02 ; :.• E. UNE OF .
,_._ N�8 ':i ziii..__» ,... P e-2 L23 A
L17 S13'52'37"W !, 5.77 O. , ' •.:-," BEi.:�S. . .:i: ...;;A%:�: , w-..l� ›-.
L18 { S16'46'52"E 67.58 r`9,>2., (y '-EI i' , 7'+µi �i-8.' �i
1 - ,''S ra L2� al
L19 I N73'13'08"E 20.07 ��°4q 7---N36°14'22"W 17.61' co
2 L20 I S16.46'S2"E 15.00'W f, 36`�F
L21 , S73'13 08 W 20.07' " L398-' r b� "t4
gcz
cn
L22 i SDI30'17"W i 70.97' L4! °
. L24 ! S03'10'23"W 15.01' g L42 +.n
L38 53f>"sa'22"E 9.34' o PARCEL B-2 r
•
dy " W L39 S023316W 35.41' V
'd L40 i NV-2644W 2209 M rp
o
c*i 15' WIDE
1 L41 S02 33'16"W 15,00' ,' o v o
rip
L42 S8T26'44"E 2209 Z DESCRIBED PARCEL OF LAND .. .
V '` CONTAINS 1.16ACRE.S,±
L43 I S47'33'16"W 24.68_ 15' WIDE— —_ _._._. w S12°45'17'W L44 i S68'59'32"W ! 204.69 fit .p^ / 117.96'
', 1,R --N47`3316"E 31.62' R pow A"
E r -554°44'43"E
--N21°0O'28"W 13,06' 18.99'
N72`00'03'W 15.05'
la 2U, r._N34°14'43"W P,O.B. / M 666P.O2Bss.4
83.06' E 4202 49.52LL3 s>p v- S35 15'17"W 33.99' -• ,% -589.5902"Wvo N7�°7" 443"W 2198'
yi.67'0539, s80° 5'1 T'W1 r
.. '
,
,, \W-. N77.1 4 ' V A6nST
a _—_ 11q43y�
29 l_ Sg0`1517 ry
o
S35°1517"W15.00'- 2 z.
~--R
(acts OF 8 INGS)
E. LINE Of PARCEL8-2._
IA INTERSTATE 75 P.O.C.
'n SE CORNER OF PARCEL 6-2,
m BERKSHIRE VILLAGE AT BERKSHIRE LAKES
s PLAT BOOK 14, PAGE 48
o PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA
i *THIS IS NOT A SURVEY N; 66617Q55, f• 420262.62
o *NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
�" JOHNSON ENGINEERING, INC. SKETCH AND DESCRIPTION
$ (/ 1� ` • 2122 JOHNSON STREET WATERMAIN EASEMENT
" . - sDRr MYERS FLORIDA6 33902-1 550 SECTION 32,TOWNSHIP 49 SOUTH.RANGE 26 EAST
COLLIER COUNTY,FLORIDAPHONE: (239) 334-0046
A ENGINEERING FAX: #642 0ACT NO. FILE WI SCALE SHEET
04/13/22 20203066-024 32-49-26 1"=100' 2 OF 4
- -
EXHIBIT
f.1 A
I's - CURVE mai
CURVE 1 RADIUS ! DELTA CHORD BEARING CHORD • LENGTH.
CI 1 272.68' 1 3'20110" N85'01'46E 1 15.87' 1 15 88' /
"'ACV of4
... ., ... A .3 . ...
4„*
PRINCE----'
ANDREW BLVD'
L- PARCEL N . 23970280005 ,
(.3! •
„,.., BERKSHIRE VIU,AGE
‘.4 °
HOMEOWNERS ASSOC INC '!
gtoin to "PARCEL C"
--- ie c"..^.-----
P.;Xw% rt—,i4s.>
0 2t)) 100
I I t_.1 g a.
()WENDED DISPLAY SCALE: 1''.1001 a 83J AA3
LINE TABLE N74"24'12"W--
,
LINE) BEARING !DISTANCE 16.77' W
1 . • F..
L5 i S21'00'2ErE ! 14 13' „ro• t'D !r!' ,
N„ r!" sit „
LE ; 568'59'32"W 1 15,00' ••!"-A:di ,`,.7,!:;.? •,!1!
"•c9 '" t!!7- c.V PARCEL
L7 , N21'00'28"W i 14.13' Z to 0)
-- I - s•-... F.
• • B-2
LB , N29"51'55"W I 51.61'
;-- c''',
L9 • S15'0805*W : 36.19 N26'12'33"W------- ,zp
24
............._,...F____ i. .79'
LI 0 574'51'55-E ! 0.93' L12---- ,,,,'•
i
111 . N321413"E ; 33.61' , 15' it'DE Jr) Nd <`,c6,
CO
112 NI8E47'27"E : 10.18'
--_-.,..—_—_, _____ crb N A.L13 f N15'35'48"E ' 15 00'
g --- -- .,-__.--___-
---B-O_UNDARY OF tt -i'
3 it 4 A 'i \
95t,c,,.,'^
, ,.k k
134 S74'24*12"E 13.49' -" 0 / <6'
- - '
L . 711 :?Ct ' L35
127 N18'47'27'1 31.04' , 6, "1 'L28 1 N2612'3.3"W • 25.17' \;•1' .-C1 --.'N'6 1 - -L33
12.9 I N29"51'55°W ' 14,15" !•• co .4 ,Nt•-)- ,
•g,• ---------------- -....) ,a.•• ,
L30 ' N601)8'05"E 14 78 •
GA I .
L10' • . '' -OESCRISED PARCEL OF LAND- -
1 _...__ ________
------- LL
I
,..,L31 1 N29'51'55"W .15.00' ....--- CONTAINS 1.18 ACRES,I
1 _L32 t.S60'08'05.'W •_1.4 78..._ 15' WIDE- --;-<.---' . ..
. !.
i •
L34 549"51'54"E , 16.39' .P eNt Pi . . .
TO ta 14, 1=.7 Eiiii:RKS. E r.1;i< S•
,P flo' .5::. t=‘,. (r) "': 4 L35 • N40'081'06"F ! 15.00'
, 9 .4, P, 81
• US N49'51'54'6' 16.39'
-
1.37 : N4008'06"E • 48.56'
;L!) c3i pc*occ?
Z to to
••...
T-N29°51'551N 9.75' - ' •
.' '• -• PARCEL .,
. ' ...
BMWS&- /,- L32
E- 419361.17 -L31
. '
----L30
.___ CP L29--_____
4/4iA'W
P.O.B., N7705I 4 75
• .,3%86, Sb
, V.6
5q L L7
... -----• 4 q).6,,,,\ 6
N04'21'2 t"W 15 65'- ---: %;•°--'
11721/112/1X-Mdir-1 ----Li
PI
g"
...--, *THIS IS NOT A SURVEY
*NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
5' ' JOHNSON ENGINEERING INC .
SKETCH AND DESCRIPTION
, .
i ') I I, '. / ' 2122 JOHNSON STREET
P.O. BOX 1550
1/4. - FORT MYERS, FLORIDA 33902-1550 1 („. !- 1\ 1/4 )(f")N WATERMAIN EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 28 EAST
COLLIER COUNTY.FLORIDA
-- PHONE: (239) 334-0046
ENGIEERIG FAX (239) 334-3661 OM PROJECT NO, FRE NO. SCALE
N P. E.B. #642 & 1.8. #642
04/13/22 2020,3066-024 32-49-•26 I''.)100' 3 OF 4
DELCRIETIQ11 EXHIBIT A
WATERMAIN EASEMENT
A PARCEL OF LAND 1C;I' of
WITHIN A PORTION OF PARCEL 8-2, BERKSHIRE VILLAGE AT BERKSHIRE LAKES A 4- - -
LYING IN
SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST
COLUER COUNTY, FLORIDA
A PARCEL OF LAND LYING WITHIN A PORTION OF PARCEL B-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.00'00'58W., ALONG THE EAST UNE
OF SAID PARCEL 8-2, A DISTANCE OF 90.90 FEET; THENCE S.89'59'02'15', DEPARTING SAID EAST UNE, A DISTANCE OF 22.98
FEET TO THE POINT OF BEGINNING.
FROM SAID POINT OF BEGINNING, THENCE 5.35'15'17"W., A DISTANCE OF 15.00 FEET; THENCE N.54'44'43"W., A DISTANCE OF
18.37 FEET; THENCE S.35'1517"W., A DISTANCE OF 29.67 FEET; THENCE S.ezts'irty., A DISTANCE OF 160,87 FEET; THENCE
N.77'14'43-W., A DISTANCE OF 114.29 FEET; THENCE N.34'1443W., A DISTANCE OF 90.71 FEET: THENCE N 21'00 28"W., A
DISTANCE OF 14.03 FEET; THENCE S.6859.32"W., A DISTANCE OF 73.30 FEET; THENCE S.21'00 28'E., A DISTANCE OF 14.13 FEET;
THENCE 5.6859'32"W., A DISTANCE OF 15.00 FEET; THENCE N.21'0028"W., A DISTANCE OF 14.13 FEET; THENCE S.68'5932"W., A
DISTANCE OF 110.65 FEET TO A POINT LABELED "B" FOR REFERENCE., THENCE N.7754'14"W., A DISTANCE OF 306.86 FEET;
THENCE N.29'5155-W., A DISTANCE OF 51.81 FEET; THENCE N.150805E., A DISTANCE OF 218.62 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 0320'10"), (CHORD 15.87 FEET), (CHORD BEARING N.8601'46"E.), AN ARC DISTANCE OF
15.88 FEET; THENCE S.1508'05"W, DEPARTING SAID BOUNDARY, A DISTANCE OF 36.19 FEET, THENCE 5.745155"E, A DISTANCE
OF 0.93 FEET; THENCE N.51'33'15E., A DISTANCE. OF 213.19 FEET; THENCE N.40'08.06"E.. A DISTANCE OF 79.91 FEET; THENCE
14,32'1413"E.. A DISTANCE OF 33.61 FEET; THENCE N,184727E., A DISTANCE OF 10.18 FEET; THENCE N,26-1233W., A
DISTANCE OF 24.79 FEET; THENCE N.16'17.47"E_, A DISTANCE OF 126,36 FEET; THENCE N.74'2412'W., A DISTANCE OF 16.77
FEET; THENCE N.1535 48E., A DISTANCE OF 15.00 FEET; THENCE S.74'2412"E.. A DISTANCE OF 13.49 FEET; THENCE
N.60354-8-E., A DISTANCE OF 120.72 FEET; THENCE 5.7607'23E.. A DISTANCE OF 145.68 FEET; THENCE N.1352'37"E., A
DISTANCE OF 10.02 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED BOUNDARY OF PARCEL B-2; THENCE S.682000"E.
ALONG SAID BOUNDARY, A DISTANCE OF 26.02 FEET; THENCE 5.135237W. DEPARTING SAID BOUNDARY, A DISTANCE OF 5.77
FEET; THENCE 5.61'46'52"E- A DISTANCE OF 281.49 FEET; THENCE S.16-46'52E., A DISTANCE OF 67.58 FEET; THENCE
E.; N.731 3.08*E., A DISTANCE OF 20.07 FEET; THENCE 5,164652E.. A DISTANCE OF 15,00 FEET; THENCE S.73'1308"W., A
g DISTANCE OF 20.07 FEET; THENCE S.164652"E., A DISTANCE OF 11,78 FEE1; THENCE 5.01'30'17"W., A DISTANCE OF 70 97 FEET;
THENCE 5.88'29.43"E., A DISTANCE OF 20.12 FEET TO AN INTERSECTION WITH THE EAST LINE OF THE AFOREMENTIONED PARCEL
' B-2; THENCE S.03'10.23-W. ALONG SAID EAST LINE, A DISTANCE OF 15.01 FEET; THENCE N.8679 43"W. DEPARTING SAID EAST
Pt LINE, A DISTANCE OF 19.68 FEET; THENCE 5,01'3017"W,, A DISTANCE OF 218.17 FEET; THENCE S.12'45'17"W,, A DISTANCE OF
117.96 I-LE.i TO A POINT LABELED "A" FOR REFERENCE; THENCE S,544443"E., A DISTANCE OF 18.99 FEET To THE POINT OF
BEGINNING;
THENCE FROM THE AFOREMENTIONED REFERENCE POINT LABELED "A", N.72'00.0.3"W„ A DISTANCE OF' 15.06 FEET TO THE POINT
e OF BEGINNING, THENCE S.35'15'17"W., A DISTANCE OF 33.99 FEET; THENCE S.8(715'17"W., A DISTANCE OF 151.67 FEET; THENCE
Ft, N.771443"W., A DISTANCE OF 105.39 FEET; THENCE N.341443-W., A DISTANCE OF 83.06 FEET; THENCE N.210028"W., A
r DISTANCE OF 13.06 FEET; THENCE N.47.33.16"E, A DISTANCE OF 31,62 FEET; THENCE N.02'3315"E., A DISTANCE OF 208.51
FEET; THENCE N.361 4'22-W,, A DISTANCE OF 17.61 FEET; THENCE N.58'44'221'1.. A DISTANCE OF 219.77 -LET; THENCE
N,51`11.58DN.. A DISTANCE OF 37.11 FEET; THENCE N.184727-E., A DISTANCE OF 31.04 FEET; THENCE N.261233-141., A
DISTANCE OF 25.17 FEET; THENCE 1,1,16'17'38E., A DISTANCE OF 132.93 FEET; THENCE N.603548E., A DISTANCE OF 103.70
FEET; THENCE 5.760723"E., A DISTANCE OF 166.42 FEET; THENCE S.61'46•52E, A DISTANCE OF 270.49 FEET; THENCE
1 S.1611-6'52*E., A DISTANCE OF 85.73 FEET, THENCE S.01430171v.. A DISTANCE OF 300.25 FEET; THENCE S.12'45.17"W.. A
3 DISTANCE OF 115.11 FEET TO THE POINT OF BEGINNING;
g
THENCE FROM THE AFOREMENTIONED POINT LABELED "8", N.04'27'21"W., A DISTANCE OF 15 65 FEET TO THE POINT OF
BEGINNING; THENCE N.77'54'14W., A DISTANCE OF 295.71 FEET; THENCE N.29'51.55"W., A DISTANCE OF 14.16 FEET; THENCE
iN.6oTs'o5"E., A DISTANCE OF 14.78 FEET; THENCE N.29'51'55'W., A DISTANCE OF 15.00 FEET; THENCE S.6008'05"W., A
DISTANCE OF 14.78 FEET; THENCE N.29'51'55W., A DISTANCE OF 9.75 FEET; THENCE N.15.08.05E., A DISTANCE OF 159 82 FEET;
THENCE N.61'33*15-E., A DISTANCE OF 231.58 FEET; THENCE N.400806"E., A DISTANCE OF 24.23 FEET; THENCE S.495 I'54"E, A
DISTANCE OF 16.39 FEET; THENCE N.4(708'06E., A DISTANCE OF 15.00 FEET; THENCE N.49'51'54"W., A DISTANCE OF 15.39 FEET;
THENCE N.4008.06E.. A DISTANCE OF 48.56 FEET; THENCE 5.58'4422E., A DISTANCE OF 256.36 FEET; THENCE S.36-14'22E„ A
A DISTANCE OF 9.34 FEET; THENCE S.023316"W.. A DISTANCE OF 35.41 FEET; THENCE N.872644W., A DISTANCE OF 7209. FEET;
--; THENCE S.02-33.16-W., A DISTANCE OF 15.00 FEET; THENCE S.87'26'44E„ A DISTANCE OF 22.09 FEET; THENCE 5.02'33'16"W., A
DISTANCE OF 146.60 FEET; THENCE S 47'33.16-W.. A DISTANCE OF 24.68 FEET; THENCE 5,68'59'32'W., A DISTANCE OF 204.69
1 FEET TO THE POINT OF BEGINNING.
...-
I DESCRIBED PARCEL CONTAINS 1.18 ACRES. MORE OR LESS.
;
0..... BEARINGS DESCRIBED HEREON ARE IN FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE COORDINATE SYSTEM. EAST
c". ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83), 2011 ADJUSTMENT AND ARE BASED ON FIXING THE EAST LINE OF PARCEL
i B-2, BERKSHIRE VILLAGE AT BERKSHIRE LAKES. WHEREIN SAID EAST UNE BEARS N.00'00'58"W.
THIS IS NOT A SURVEY
R NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4,
- -
...- JOHNSON ENGINEERING, INC. DESCRIPTION
J 0 I-1 N S(;) N ,c,,, hi
21221,210H. BOX
5S5ToRLE}....
, FLORIDA 33902 1550 WATERMAIN EASEMENT
SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
.--- PHONE: (239) 334.-0046 ., COLLIER COUNTY,FLORIDA
EIEEI FAX: (239) 334-3661 n aA PROJECT NO. FILE NO. SCALE
NG N R N G LB. #642 & LB. #642 SHEET
04/13/22 20203066-024 32-49-26 N/A , 4 OF 4
C."*.