Canterbury Village Condo Association No Drilling Affidavit INSTR 6308419 nR 6173 Pr_2332
PROJECT: Churchill Circle Water Main Replacement RECORDED 9/14/2022 2:37 PM PAGES 10
Canterbury Village Condominium Association, Inc. CLERK OF THE CIRCUIT COURT AND COMPTROLLER
UtilityEasement&Temporary Construction Easement COLLIER COUNTY FLORIDA1.00
P rY REC$86.50 INDX$11.00
NO DRILLING AFFIDAVIT
The undersigned, CYNTHIA PRATTE, as President, of CANTERBURY VILLAGE
CONDOMINIUM ASSOCIATION, INC., a Florida not-for-profit corporation, ("Grantor"), after being
duly sworn, deposes and says:
1. Grantor is the fee simple owner and the owner of the property located in Collier County
and described in Exhibit "A" and Exhibit "B" attached hereto (hereinafter collectively
referred to as the "Property").
2. There is a certain Oil, Gas and Sulphur Lease by and between Lee County Land
Company, a Delaware corporation, Tamiami Land Development Company, a
Delaware corporation, Tamiami Trail Estates, Inc., a Florida corporation, Deep Lake
Company, a Florida corporation, Caloosahatchee Topical Company, a Florida
corporation, Florida Timber Lands Corporation, a Delaware corporation, Empire Land
Company, a Delaware corporation, Gulf Coast Realties Corporation, a Delaware
corporation, Lessors and Peninsular Oil and Refining Company, a Florida corporation,
Lessee, dated December 3, 1940, and recorded December 28, 1940, in Deed Book
9, Page 560, as thereafter amended and assigned, of the Public Records of Collier
County, Florida.
3. There is a certain Oil, Gas and Mineral Lease by and between Miles Collier and Barron
Collier, Jr., joined by their respective wives, Isabel Collier and Barbara Collier,
Lessors, and Humble Oil & Refining Company, Lessee, dated July 1, 1952, and
recorded August 6, 1952, in Deed Book 24, Page 385; Assignment of Overriding
Royalty recorded in Deed Book 29, Page 341, all of the Public Records of Collier
County, Florida.
4. Grantor knows there has been no drilling or other exploration or activity under said
Leases.
CANTERBURY VILLAGE
CONDOMINIUM ASSOCIATION, INC.,
a Flori not-for-•rofit •• p tion
BY: 4
fitness (Signature) CYNTHIA PRATTE, President
Name (Print or Type)
\ia�Q ollA 1rwt
Witness (Signature)
Nam- •'
G4,0
STATE OF f—C-
COUNTY OF (QLLtcAJ2 —
Sworn to and subscribed before me by means of physical presence or ❑ online
notarization this 17 day of r4V(,U67( , 2022, y CYNTHIA PRATTE, as President
of CANTERBURY—VILLAGE CONDOMINIUM ASSOCIATION, INC., a Florida not-for-profit
corporation. Such person(s) Notary Public must check applicable box:
is/are personally known to me.
❑ produced his/her current driver license.
❑ produced as identification.
(Notary Seal)
Notary Public
Printed Name of Notary
ua,
TODD ALLEN Commission Number: 7 q3 4--
S�Ylkill;Notary Public-State of Florida My Commission Expires: C/�!�`�1#p
•I1 Commission•NH 269935
,?�,� 11 My Commission Expires
SlniiSto June 15,2026
Appr• , • . t tl f •m an legality
r `/1
EIAi
Assistant County Attorney
101
0L`
AE.4'°
co
SKETCH AND DESCRIPTION EXHIBIT A
WATERMAIN EASEMENT PAGE 1 of 4
LYING IN
SECTION 32,TOWNSHIP 49 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
VICINITY MAP
1"=2000'
I J
1 m
PRINCE ANDREW BLVD
MONARCH CR
rA
•
PROJECT
LOCATION
E
6
N
N
O
N 0 500 1000 2000
(INTENDED DISPLAY SCALE: 1"=2000')
a
rn
C
N
E
C
O
:E THIS IS NOT A SURVEY
NOTES: I HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE
ci 1. THIS IS NOT A BOUNDARY SURVEY, NOR IS IT INTENDED TO BE AND 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
FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE 5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT
COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 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.
'T 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
i 6. P.O.B. = POINT OF BEGINNING FLORIDA CERTIFICATE NO. 6392
N 7. PB = PLAT BOOK
i 8. PG = PAGE DATE SIGNED:
O 9. —R/W— = RIGHT—OF—WAY
N 10. N = NORTHING NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
N 11. E = FASTING RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
O 12. NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4 AND MAPPER.
O
- SKETCH AND DESCRIPTION
I
HNSON G,JOHNS
JO2122 ,FLORINENGINEERINSTREETINC.
WATERMAIN EASEMENT
P.O. BOX 1550 SECTION 32,TOWNSHIP 49 SOUTH, RANGE 26 EAST
FORT MYERS, FLORIDA 33902-1550 PHONE: (239) 334-0046 COLLIER COUNTY, FLORIDA
ENGINEERING E34-3661
.B. #642 &3 L.B. #642 DATE PROJECT NO.04/13/22 20203066-024
024 32-49-26LE NSCALEO. SHEET
AS SHOWN 1 OF 4 0
C4'
1.1 BOUNDARY OF EXHI IT AA
PARCEL B-2 PA of 4
s76°os83„F L15 PRINCE AND r
,45 REW BLVD
16 BERKSHIRE NirVILLAGE HOMEOWN80005
s�6°0j23 L17 "PARCEL C^ ASSOC INC/66.42,
S67° ce
4652„
0 25 50 100 `S67° C28
(INTENDED DISPLAYSCALE: 1"=100') 465 •
2 F •49' •
sD0
•,9,
•
LINE TABLE H
w
LINE BEARING DISTANCE _ PARCEL B-2 .....................................••• •'
L1 N54'44'43"W 18.37' w 6,
L2 S35'15'17"W 29.67' _ • 6' \'19 L20
L3 N21'00'28"W 14.03' F 0?. N
m L21
L4 S68'59'32"W 73.30'
cv S16°46'52"E
•
L15 N13'52'37"E 10.02' j 11.78'. ` I
L16 S6820'00"E 26.02' :.... . : . .. ....... E. UNE OF
P ; ,: ;.. ;... PARCEL B-2S8
L23 Q
L17 S13'52'37"W 5.77' 4/, •. . ; : :.::::::,. :•:;:..:_:: .. �
L18 S16'46'52"E 67.58' 2797j2 P1i '`:" "' `''': -J
E Ss8° o L25J Ga
o L19 N73'13'08"E 20.07' IV, N36°14'22"W 17.61' 1 `'
- L20 S16'46'52"E 15.00' 26
.36,2 ' ? Q'
o L21 S73'13'08"W 20.07' L39L38 o N
fil
;r; L22 SO1'30'17"W 70cg
.97' J L41 0 �
▪ L24 S03'10'23"W 15.01' L42 `�? `n
05
E L38 S36'14'22"E 9.34' co
N PARCEL B-2 `•.. .
• L39 S02'33'16"W 35.41' W
•
• L40 N87'26'44"W 22.09' M rMi
Z
(Ci • 15' WIDE Q�,
L41 S02'33'16"W 15.00' c� 71- c"
•
L42 S87'26'44"E 22.09' _ Z DESCRIBED PARCEL OF LAND
1.'
L43 S47'33'16"W 24.68' 15' WIDE CONTAINS 1.18ACRES,t
S12°45'17"W
% •
i L44 S68'59'32"W 204.69' �C3 1 REFERENCE
e Q4 N47°33'16"E 31.62' c� „ REFERENCE POINT A'
L S54°44'43"E
N21°00'28"W 13.06' 18.99'
N72'00'03"W 15.06'
�-� 2� N34°14'43"W P.O.B. P.O.B.
Os�s.44
% L3 v° 83.06' E, E.' 420239.62
�o 7 S35°15'17"W 33.99' i S89'S9'O2'W
N •
1p1443„ W 151• �� 22.98'
y 5 39 W S80015.17' 67'
Y R\ N77°�44$' 15'17"W 160 87' o 0
114 29 W SSW S35°15'17"W 15.00' f o °'
R (BASIS OF BEARINGS)J
N INTERST 75 E. UNE OF PARCEL B-2
ATE P.o.c.
CV
o SE CORNER OF PARCEL B-2,
o BERKSHIRE VILLAGE AT BERKSHIRE LAKES
N PLAT BOOK 14, PAGE 48
ca
i *THIS IS NOT A SURVEY PUBLIC RECORDS OF COLLIER COUNTY FLORIDA
N *NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4 N: 666178.55, E. 42026262
0
N JOHNSON ENGINEERING, INC. SKETCH AND DESCRIPTION
J o H _ J s C 2122 ,FLORIN STREET WATERMAIN EASEMENT
P.O. BOX 1550 SECTION 32,TOWNSHIP 49 SOUTH, RANGE 26 EAST
i FORT MYERS, FLORIDA 33902-1550 COLLIER COUNTY, FLORIDA
o PHONE: (239) 334-0046
ENGINEERING E.B. #6429&3L B. #642 DA04/13/22 20203066.024 FlL 2N O. SCALE
=100 SHE 2 OF 4 0
N EXHIBIT A
CURVE TABLE DACE 3 of �t
CURVE RADIUS DELTA CHORD BEARING CHORD LENGTH 1 4
C1 272.68' 3'20'10" N86'01'46"E 15.87' 15.88' PRINCE
0
ANDREW BLVD
o Liz PARCEL No. 23970280005
1 n 0 U BERKSHIRE VILLAGE
o 1 N° HOMEOWNERS ASSOC INC
M>a "PARCEL C"
N��L.,�
0 25 50 too Z Y 3. L 14 bg>
�03
(INTENDED DISPLAY SCALE: 1"=100') o m m 6 N'i- .,
LINE TABLE N74°24'12"W
LINE BEARING DISTANCE 16.77' SLr
L5 S21'00'28"E 14.13' ,'
L6 S68'59'32"W 15.00' (0 ('v ^^0
N
L7 N21'00.28"W 14.13'
Z c PARCEL^°o ^ B-2
Z
L8 N29'51'55"W 51.81'
L9 S15'08'05"W 36.19' N26°12'33"W <r'�
L10 574'51'55"E 0.93' 24.79' L12 N
� J
L11 N3214'13"E 33.61' Xej/v 15' WIDE
L12 N18'47'27"E 10.18' 68.��. 26 N
o L13 N15'35'48"E 15.00' Q PS),\ • �� 279�22„�
1 L14 S74'24'12"E 13.49' V� L5 2 TV
L27 N18'47'27"E 31.04' BOUNDARYPARCE OF ,.*F?" A5:V° S63s 2LC`
PARCEL B-2
L28 N26'12'33"W 25.17' C1 61331D L��4 L33
E L29 N29'51'S5"W 14.16' 0) �cj�
J
3� N
L30 N60'08'05"E 14.78' NrO1 DESCRIBED PARCEL OF LAND
L31 N29'S1'S5"W 15.00' L10 CONTAINS 1.18ACRES, + w
m 2
15' WIDE co
2 L3231 S60N29'08'05"W 14.78'00' L
WL33 N40'08'06"E 24.23' :: .. Z
E L34 S49'51'54"E 16.39' ;-+:: ::; •:.-;s..s:::e:s::• :' {:.;:`:::•::;. , Uyi L35 N40'08'06"E 15.00' hE ^L36 N49'51'54"W 16.39' ZE L37 N40'08'06'E 48.56' •
55"W 9.75' PARCEL B-2 ............................N.• 666367.568 E.• 419361.17 •
• 69•
N77°54'14„w295.71 P.O.B. ° 93 2
2
j N77°54,14„w 306 S6a 5 \N cs'
NTERST 86_. 6$°5g 6 L 6
N TE 75 NO42721"W 15.65' s 1'0'
0
m
o REFERENCE POINT "B" I
M
O
N
O
i *THIS IS NOT A SURVEY
o *NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
q ,FLORIN ENGINEERING, INC. 1 SKETCH AND DESCRIPTION
JOHNS
I� [� `r 2122 ,FLORIN STREET WATERMAIN EASEMENT
i J n J P.O. BOX 1550 SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
FORT MYERS, FLORIDA 33902-1550 COLLIER COUNTY, FLORIDA
PHONE: (239) 334-0046
ENGINEERING E.B. #642 34-3661&3L.B #642 DATE PROJECT04/13/22 20203066-'024 Fl LE N 32-49-26
SCALE
"=100 SHE T
3 OF 4
o
�
0
DESCRIPTION EXHIBIT A
WATERMAIN EASEMENT
WITHIN A PORTION OF PARCEL B-2CBERKSH REDVILLAGE AT BERKSHIRE LAKES PAGE 4 of 4
LYING IN
SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST
COLLIER 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.00'00'58"W., ALONG THE EAST LINE
OF SAID PARCEL B-2, A DISTANCE OF 90.90 FEET; THENCE S.89'59'02"W., DEPARTING SAID EAST LINE, A DISTANCE OF 22.98
FEET TO THE POINT OF BEGINNING.
FROM SAID POINT OF BEGINNING, THENCE S.35'15'17"W., A DISTANCE OF 15.00 FEET; THENCE N.54'44'43"W., A DISTANCE OF
18.37 FEET; THENCE S.35'15'17"W., A DISTANCE OF 29.67 FEET; THENCE S.80'15'17"W., A DISTANCE OF 160.87 FEET; THENCE
N.77'14'43"W., A DISTANCE OF 114.29 FEET; THENCE N.34'14'43"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.21'00'28"E., A DISTANCE OF 14.13 FEET;
THENCE S.68'59'32"W., A DISTANCE OF 15.00 FEET; THENCE N.21'00'28"W., A DISTANCE OF 14.13 FEET; THENCE S.68'59'32"W., 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.15'08'05"E., 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 03'20'10"), (CHORD 15.87 FEET), (CHORD BEARING N.86'01'46"E.), AN ARC DISTANCE OF
15.88 FEET; THENCE S.15'08'05"W. DEPARTING SAID BOUNDARY, A DISTANCE OF 36.19 FEET; THENCE S.74'51'55"E., A DISTANCE
OF 0.93 FEET; THENCE N.61'33'15"E., A DISTANCE OF 213.19 FEET; THENCE N.40'08'06"E., A DISTANCE OF 79.91 FEET; THENCE
N.32'14'13"E., A DISTANCE OF 33.61 FEET; THENCE N.18'47'27"E., A DISTANCE OF 10.18 FEET; THENCE N.26'12'33"W., A
DISTANCE OF 24.79 FEET; THENCE N.16'17'47"E., A DISTANCE OF 126.36 FEET; THENCE N.74'24'12"W., A DISTANCE OF 16.77
FEET; THENCE N.15'35'48"E., A DISTANCE OF 15.00 FEET; THENCE S.74'24'12"E., A DISTANCE OF 13.49 FEET; THENCE
N.60'35'48"E., A DISTANCE OF 120.72 FEET; THENCE S.76'07'23"E., 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 S.68'20'00"E.
ALONG SAID BOUNDARY, A DISTANCE OF 26.02 FEET; THENCE S.13'52'37"W. DEPARTING SAID BOUNDARY, A DISTANCE OF 5.77
FEET; THENCE S.61'46'52"E., A DISTANCE OF 281.49 FEET; THENCE S.16'46'52"E., A DISTANCE OF 67.58 FEET; THENCE
o N.73'13'08"E., A DISTANCE OF 20.07 FEET; THENCE S.16'46'52"E., A DISTANCE OF 15.00 FEET; THENCE S.73'13'08"W., A
• DISTANCE OF 20.07 FEET; THENCE S.16'46'52"E., A DISTANCE OF 11.78 FEET; THENCE S.01'30'17"W., A DISTANCE OF 70.97 FEET;
o THENCE S.88'29'43"E., A DISTANCE OF 20.12 FEET TO AN INTERSECTION WITH THE EAST LINE OF THE AFOREMENTIONED PARCEL
I B-2; THENCE S.03'10'23"W. ALONG SAID EAST LINE, A DISTANCE OF 15.01 FEET; THENCE N.88'29'43"W. DEPARTING SAID EAST
• LINE, A DISTANCE OF 19.68 FEET; THENCE S.01'30'17"W., A DISTANCE OF 218.17 FEET; THENCE S.12'45'17"W., A DISTANCE OF
" 117.96 FEET TO A POINT LABELED "A" FOR REFERENCE; THENCE S.54'44'43"E., A DISTANCE OF 18.99 FEET TO THE POINT OF
• BEGINNING;
THENCE FROM THE AFOREMENTIONED REFERENCE POINT LABELED "A", N.72'00'03"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.80'15'17"W., A DISTANCE OF 151.67 FEET; THENCE
• N.77'14'43"W., A DISTANCE OF 105.39 FEET; THENCE N.34'14'43"W., A DISTANCE OF 83.06 FEET; THENCE N.21'00'28"W., A
DISTANCE OF 13.06 FEET; THENCE N.47'33'16"E., A DISTANCE OF 31.62 FEET; THENCE N.02'33'16"E., A DISTANCE OF 208.51
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
E N.5111'58"W., A DISTANCE OF 37.11 FEET; THENCE N.18'47'27"E., A DISTANCE OF 31.04 FEET; THENCE N.26'12'33"W., A
o DISTANCE OF 25.17 FEET; THENCE N.16'17'38"E., A DISTANCE OF 132.93 FEET; THENCE N.60'35'48"E., A DISTANCE OF 103.70
• FEET; THENCE S.76'07'23"E., A DISTANCE OF 166.42 FEET; THENCE S.61'46'52"E., A DISTANCE OF 270.49 FEET; THENCE
E S.16'46'52"E., A DISTANCE OF 85.73 FEET; THENCE 5.01'30'17"W., A DISTANCE OF 300.25 FEET; THENCE S.12'45'17"W., A
DISTANCE OF 1 15.1 1 FEET TO THE POINT OF BEGINNING;
0
E THENCE FROM THE AFOREMENTIONED POINT LABELED "B", N.04'27'21"W., A DISTANCE OF 15.65 FEET TO THE POINT OF
BEGINNING; THENCE N.77'54'14"W., A DISTANCE OF 295.71 FEET; THENCE N.29'S1'S5"W., A DISTANCE OF 14.16 FEET; THENCE
E N.60'08'05"E., A DISTANCE OF 14.78 FEET; THENCE N.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.15'08'05"E., A DISTANCE OF 159.82 FEET;
c THENCE N.61'33'15"E., A DISTANCE OF 231.58 FEET; THENCE N.40'08'06"E., A DISTANCE OF 24.23 FEET; THENCE S.49'51'54"E., A
DISTANCE OF 16.39 FEET; THENCE N.40'08'06"E., A DISTANCE OF 15.00 FEET; THENCE N.49'51'54"W., A DISTANCE OF 16.39 FEET;
THENCE N.40'08'06"E., A DISTANCE OF 48.56 FEET; THENCE S.58'44'22"E., A DISTANCE OF 256.36 FEET; THENCE S.36'14'22"E., A
8 DISTANCE OF 9.34 FEET; THENCE S.02'33'16"W., A DISTANCE OF 35.41 FEET; THENCE N.87'26'44"W., A DISTANCE OF 22.09 FEET;
y THENCE S.02'33'16"W., A DISTANCE OF 15.00 FEET; THENCE S.87'26'44"E., A DISTANCE OF 22.09 FEET; THENCE S.02'33'16"W., A
▪ DISTANCE OF 146.60 FEET; THENCE S.47'33'16"W., A DISTANCE OF 24.68 FEET; THENCE S.68'59'32"W., A DISTANCE OF 204.69
• FEET TO THE POINT OF BEGINNING.
N
r DESCRIBED PARCEL CONTAINS 1.18 ACRES, MORE OR LESS.
i BEARINGS DESCRIBED HEREON ARE IN FEET AND ARE PROJECTED ONTO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST
N ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83), 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.00'00'58"W.
CD
o THIS IS NOT A SURVEY
N NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4.
O
JOHNSON ENGINEERING, INC. DESCRIPTION
JOHNS 4E 2122 JOHNSON STREET WATERMAIN EASEMENT
SECTION
P.O. BOX 1550 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
FORT MYERS, FLORIDA 33902-1550 COLLIER COUNTY, FLORIDA
PHONE: (239) 334-0046
ENGINEERING E.B. #6429&3L.6 #642 DA04/13/22 20203066-024 Fl 2-49-26 SCALE
N/A SHEET
OF 4 O
SKETCH AND DESCRIPTION EXHIBIT B
TEMPORARY CONSTRUCTION EASEMENT PAGE 1 of 4
LYING IN
SECTION 32,TOWNSHIP 49 SOUTH, RANGE 26 EAST
COLLIER COUNTY,FLORIDA
VICINITY MAP
1"=2000'
1 A
PRINCE ANDREW BLVD g
a
CH cm?
IHrRSrArf
PROJECT
LOCATION
N
N
O
N
0 500 1000 2000
a
E
(INTENDED DISPLAY SCALE: 1"=2000')
rn
✓
c
H
0
0
0
c
0
U
E
d
m
"E 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
c3 USED AS ONE. AND BELIEF, THAT THE LEGAL DESCRIPTION AND
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.
LI 3. BEARINGS SHOWN HEREON ARE BASED ON FIXING THE EAST
LINE OF PARCEL B-2, BERKSHIRE VILLAGE AT BERKSHIRE
En LAKES, WHEREIN SAID EAST LINE BEARS N.00.00'58"W.
4. DESCRIBED PARCEL CONTAINS 2.40 ACRES, MORE OR LESS.
5. P.O.C. = POINT OF COMMENCEMENT MARK A. TEXTER (FOR THE FIRM L.B. 642)
6. P.O.B. = POINT OF BEGINNING PROFESSIONAL SURVEYOR AND MAPPER
• 7. PB = PLAT BOOK FLORIDA CERTIFICATE NO. 6392
0 8. PG = PAGE
,, 9. -R/W- = RIGHT-OF-WAY DATE SIGNED:
E 10. AC = ACRES
O 11. N = NORTHING NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
N 12. E = EASTING RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
• 13. NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4 AND MAPPER.
O
JOHNSON ENGINEERING, INC.
SKETCH AND DESCRIPTION
JOHNS
2122 JOHNSON STREET TEMPORARY CONSTRUCTION EASEMENT
P.O. BOX 1550
FORT SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
MYERS, FLORIDA 33902-1550 PHONE: (239) 334-0046 COLLIER COUNTY,FLORIDA
ENGINEERING E.B. 34-3661
#642AX: 9&) 3L.8 #642 DATE PROJECT NO.04/13/22 20203066-024 FILE 32-49-26NSCALEO. SHEET
AS SHOWN 1 OF 4
*THIS IS NOT A SURVEY EXHIBIT B
lki N89°30'00"E 39.35' *NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
BOUNDARY OF PAG 2 of 4
C3 PARCEL 8-2 n
C' RINCE ANDREw B
S PARCEL L VD
S76o BERKSHIRE VILLAGE HOMEQWNERS05 3
0723"E "PARCEL C^ ASSOC INC ce
I 16329
•�4
6S
0 25 so 100 S 2F2 •
(INTENDED DISPLAYSCALE: 1"=100') 6' •
•
46s? •
• 8�86
�26 •
26,
LINE TABLE
w
LINE BEARING DISTANCE I PARCEL B-2 .....................................••".. N j
L1 S35'15'17"W 34.78' Z 6a .iii°' L17
P01
.
N77'14'43"W 117.84' = N L18
U co_ 1
L3 N34'14'43"W 88.21' Q m
L4 S68'59'32"W 89.57'
L15 S68'20'00"E 50.87' '
• E. LINE OF PARCEL B-2
L16 S16'46'52'E 64.07' •• ! '
6.
L17 N7313'08"E 20.07' <05 lc, •.''.. :.::...:.:•,•..::::,. . co
L18 S16'46'52"E 25.94' 9' ` cV
1 `�
N L19 S12'45'17"W 158.44' 437 i
c, r
04 L20 S54'44'43"E 20.98' o N
r o �i
a L21 S35'15'17"W 30.31' J
a L22 N7714'43"W 53.80' U7 '� Qi
E '
L31 S58'45'42"E 227.46' L33 N Qom'
L32 S02'33'16"W 65.84'
w PARCEL B-2 �,
XI•
E L33 S87'26'44"E 16.09' •
$ L34 S02'33'16"W 138.12' °o
J O •
z
•o 2 L35 S47'33'16"W 21.06' Z
2 Qi
L36 S68'59'32"W 201.77' - DESCRIBED PARCEL OF LAND F - U1
CONTAINS 2.40 ACRES,± in M
E "D<0 • o t M •
N 6 v
L3 ��
r,° • L20
`- j REFERENCE POINT A" P.O.B.
0
o ON Q N80'17'44'W 27.04' N. 666270.8E
• "'- P.O.B. E: 420247s8
LN vry� . S89'59'02"W
17"W 147•g9 ^ 14.61'
y L22 g80°15' v
W 53' o
En R\� SO') (BASIS 190 0 N
INTERSTATE
R\� LINE OF PARCEL B-2 z
ERSTATE 75
P.O.C.
CV
CURVE TABLE SE CORNER OF PARCEL B-2,
o BERKSHIRE VILLAGE AT BERKSHIRE LAKES
N CURVE RADIUS DELTA CHORD BEARING CHORD LENGTH PLAT BOOK 14, PAGE 48
No PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA
o C3 255.00' 22'09'59" S79'25'00"E 98.04' 98.65' N: 666178.55, E: 420262.62
N
0
i SKETCH AND DESCRIPTION
JOHNSON ENGINEERING, INC.
,
JOHNSCI 2122 ,FLORIN STREET TEMPORARY CONSTRUCTION EASEMENT
P.I. BOX 1550 SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
FORT MYERS, FLORIDA 33902-1550 COLLIER COUNTY,FLORIDA
o PHONE: (239) 334-0046
ENGINEERING E B #6429)&334-3661
L.B. #642 DATE
04/13/22 202 3066.024 Fl 2"4g 26 SCALE
=100 SHE 2 OF 4 0
GQ'
EXHIBIT B
k PAGE 3 of 4.
CURVE TABLE PRINCE
CURVE RADIUS DELTA CHORD BEARING CHORD LENGTH ANDREW BLVD
C1 5567.58' 3'12'12" N78'05'56"W 311.24' 311.28' a c., PARCEL No. 23970280005
O i BERKSHIRE VILLAGE
C2 272.68' 70'30'04" N53'45'49"E 314.76' 335.53' N m c9 HOMEOWNERS ASSOC INC
o SN "PARCEL C"L 14
0
rnSQrn J
a W v)w¢ BOUNDARY OF 1
d N z a PARCEL B-2
Z-ESE` �/ \.1 $ ,
CAI omm 5Gt
I�l a = J MCP -1(6
C,O 9
II PI bu
N
— O
I c°0 cv
PARCEL
2 B-2
L9
0 25 50 100 <N-D
ON
(INTENDED DISPLAY SCALE: 1"=100') N
E L23
0
0
LINE TABLE 4/S8o
1 LINE BEARING DISTANCE 4 '
�csi ,\4 ' 23s sSt2
N L5 S68'59'32"W 89.57' �� p •4g,
v S wi Ag' GC2'L6 N21'00'28"W 14.13' *el
S8o
a L7 S68'59'32"W 105.78'
a BOUNDARY OF `L, 2>512,,,
E L8 N29'51'55"W 57.91' PARCEL B-2 L29 •16, F ,
.. -L28
o L9 S67'29'08"E 1.72' 11o66`
L10 N74'24'12"W 16.70' 69 w
o L11 N15'35'48"E 27.00' 6N 23 DESCRIBED PARCEL OF LAND i-
o L12 S74'28'17"E 17.03' M CONTAlNS2.40ACRES,t 1
2 L13 N60'35'48"E 108.18' N • z
71
8 L14 N89'30'00'E 39.35' :.::...:,a.. • :......... .._.... U
53
L23 N51'11'58"W 32.49' i�j co ;.,_ i ;, ,, Q
�I O O coi::! , ... . . 2 T.
L24 N18'47'27"E 29.33'
o L25 N2612'33'W 25.32' 2 2 •
v •
3 L26 N29'51'S5'W 61.82' .....'...'.....•.::,.... PARCEL B-2 .... .......... ........••`
•
L27 N53'45'38"E 75.31' S'LY LINE OF :'
;, <-3 PARCEL B-2
L28 N31'15'38"E 0.07'
•
L29 S58'44'22"E 23.05' <0 N77o54 141 P.O.B. 2,�261•
L30 N3115'38"E 64.26' W 2I/38' s6a 5g3
0
E jNT ERST Cl �� `— �5
A
5 TE y
o /5 N05'45'02"W 27.99'
o /fER�/JCE POINT B" R I
n
0
N
O
. *THIS IS NOT A SURVEY
o *NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4
H JOHNSON ENGINEERING, INC. SKETCH AND DESCRIPTION
OT T �' C TEMPORARY CONSTRUCTION EASEMENT
o J lr-yl J P.F. BOX 1550 SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
FORT MYERS, FLORIDA 33902-1550 COLLIER COUNTY,FLORIDA
o PHONE: (239) 334-0046
ENGINEERING E.B. #6429&3L.B #642 DA04/13/22 20203066.024 Fl 2N49-26 SCALE
SHEET OF 4 0
DESCRIPTION EXHIBIT B
TEMPORARY CONSTRUCTION EASEMENT
A PARCEL OF LAND PAGE 4 of 4
WITHIN A PORTION OF PARCEL B-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 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.00'00'58"W., ALONG THE EAST LINE
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.35'15'17"W., A DISTANCE OF 34.78 FEET; THENCE S.80'15'17"W., A DISTANCE OF
190.53 FEET; THENCE N.77'14'43"W., A DISTANCE OF 117.84 FEET; THENCE N.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 03'12'12"), (CHORD 311.24 FEET), (CHORD BEARING N.78'05'56"W.), AN ARC DISTANCE OF 311.28 FEET; THENCE
N.29'51'55"W. DEPARTING SAID SOUTHERLY LINE, 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.53'45'49"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.74'28'17"E., A DISTANCE OF 17.03 FEET; THENCE
N.60'35'48"E., A DISTANCE OF 108.18 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED BOUNDARY OF PARCEL B-2;
THENCE ALONG SAID BOUNDARY FOR THE FOLLOWING THREE (3) COURSES:
E
^0 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 FEET, (DELTA 22'09'59"), (CHORD 98.04 FEET), (CHORD
BEARING S.79'25'00"E.), AN ARC DISTANCE OF 98.65 FEET;
N 3. S.68'20'00"E., A DISTANCE OF 50.87 FEET;
THENCE S.61'46'52"E. DEPARTING SAID BOUNDARY, A DISTANCE OF 281.86 FEET; THENCE S.16'46'52"E., A DISTANCE OF 64.07
. FEET; THENCE N.73'13'08"E., 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 B-2; THENCE S.03'10'23"W. ALONG SAID EAST LINE, A DISTANCE OF 276.47
E FEET; THENCE S.12'45'17"W. DEPARTING 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;
THENCE FROM THE AFOREMENTIONED REFERENCE POINT LABELED "A", N.80'17'44"W., A DISTANCE OF 27.04 FEET TO THE POINT
E OF BEGINNING, THENCE S.35'15'17"W., A DISTANCE OF 30.31 FEET; THENCE S.80'15'17"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.58'45'42"W., A DISTANCE OF 235.49 FEET; THENCE N.51'11'58"W., A DISTANCE OF 32.49
s 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
N.16'19'23"E., A DISTANCE OF 128.23 FEET; THENCE N.60'35'48"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
8 FEET; 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;
g THENCE FROM THE AFOREMENTIONED REFERENCE POINT LABELED "B", N.05'45'02"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;
0 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.53'45'38"E.,
g 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 N.31'15'38"E., A DISTANCE OF 64.26 FEET; THENCE S.58'45'42"E., A DISTANCE OF 227.46 FEET; THENCE
S.02'33'16"W., A DISTANCE OF 65.84 FEET; THENCE S.87'26'44"E., A DISTANCE OF 16.09 FEET; THENCE S.02'33'16"W., A
DISTANCE OF 138.12 FEET; THENCE S.47'33'16"W., A DISTANCE OF 21.06 FEET; THENCE S.68'59'32"W., A DISTANCE OF 201.77
FEET TO THE POINT OF BEGINNING.
DESCRIBED PARCEL CONTAINS 2.40 ACRES, MORE OR LESS.
U)
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
B-2, BERKSHIRE VILLAGE AT BERKSHIRE LAKES, WHEREIN SAID EAST LINE BEARS N.00'00'58"W.
THIS IS NOT A SURVEY
co NOT VALID WITHOUT SHEETS 1 THROUGH 4 OF 4.
co
N
O
DESCRIPTION
JOHNSON ENGINEERING, INC.
E.
T O H�- [1 `r 2122 JOHNSON STREET TEMPORARY CONSTRUCTION EASEMENT
o J J P.O. BOX 1550 SECTION 32,TOWNSHIP 49 SOUTH,RANGE 26 EAST
FORT MYERS, FLORIDA 33902-1550 COLLIER COUNTY,FLORIDA
PHONE: (239) 334-0046
ENGINEERING E.B. 34-3661
#64AX: 2&3L.B #642 DATE PROJECT 04/13/22 20203066-'024 FILE NO.49-26 SCALE N/A SHE
4 OF 4
G�'