Backup Documents 03/13/2018 Item #16A5 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SIM) 14er ' 4VolifFC
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATI
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the n tt nay ice
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attomey Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office Q 3/3/)
�1.L1
4. BCC Office • Board of County X15 bA
Commissioners -\44 , S- 1-I c
5. Minutes and Records Clerk of Court's Office .-
-t >)
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Lucia Martin/Development Review Phone Number 252-2279
Contact/ Department Division
Agenda Date Item was March 13,2018 Agenda Item Number 16.A.5
Approved by the BCC
Type of Document Quit-Claim Deed&Bill of Sale / Number of Original 1
Attached Documents Attached
PO number or account
number if document is GMD: 131-138327-649030
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? Yes
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address; Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney. LM
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the LM
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's LM
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip LM
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 03/13/18 and all changes made during $4,414101
the meeting have been incorporated in the attached document. The Countyr _ +
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the ' • _ . ° +
BCC,all changes directed by the BCC have been made,and the document is ready for t • etejR5 4A.
Chairman's signature. $S I)
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
1 6 1 5
Ann P. Jennejohn
From: Ann P.Jennejohn
Sent: Wednesday,April 04, 2018 8:46 AM
To: 'Lucia.Martin@colliercountyfl.gov'
Subject: Item #16A5 (3-13-2018 BCC Meeting)
Attachments: Quit Claim Deed & Bill of Sale (16A5 3-13-2018 BCC Meeting).pdf
Good Morr irtg Lucia,
A copy of the (recorded) Utility Facilities Quit-Claiwt Peed and Bill of Sale between Collier County and
Avalovt of Naples, LLC, frowt the BCC's March 1-3, 201-8 Meeting,
is attacked for your records.
Thavtk you!
Avtvt Jennejohn., Deputy Clerk
Clerk of the Circuit Court
Clerk to the Value Adjustvvtevtt Board
Collier County Board Minutes & Records Dept.
239-252-84O6 Fax 239-252-8408
1
16A5
INSTR 5530242 OR 5491 PG 348
RECORDED 3/27/2018 11:56 AM PAGES 10
DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT
COLLIER COUNTY FLORIDA
DOC@.70$0.70 REC$86.50
(Space above for recording information)
UTILITY FACILITIES QUIT CLAIM DEED AND BILL OF SALE
THIS QUIT CLAIM DEED made this I day of I•/1oi G(n , 2018, between BOARD OF
COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY
OF COLLIER COUNTY AND AS THE EX-OFFICIO GOVERNING BOARD OF THE COLLIER
COUNTY WATER-SEWER DISTRICT (hereinafter collectively referred to as "Grantor"), and
AVALON OF NAPLES, LLC, its successors and assigns, (hereinafter referred to as "Grantee").
WITNESSETH:
That said Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and
valuable consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby
acknowledged, hereby quit claims, remises and releases to the said Grantee, and Grantee's heirs,
successors and assigns forever, all Potable Water and Sanitary Sewer utility facilities and/or system(s) or
portion(s) thereof lying in, on, over and under the following described land, for operation, relocation,
installation, repair and/or maintenance of said facilities, system(s) or portion(s) thereof, all situate and
lying and being in Collier County, Florida,to wit:
(See Exhibit "A" attached hereto and incorporated by reference herein.)
and said Grantor does hereby remise, release, and quitclaim to the said Grantee, and Grantee's heirs
assigns forever, all the right, title, interest, claim and demand which grantor has in and to the said utility
facilities and/or system(s)or portion(s)thereof, be they realty, personalty, or mixed.
The purpose of this quit-claim deed and bill of sale is to convey back to Grantee Potable Water and
Sanitary Sewer utility facilities and/or system(s) or portion(s) thereof contained in Official Records Book
5371 , at page 822 Public Records, Collier County, Florida, less and except those utility facilities set
forth in Exhibit B.
9063052_I
16 A 5
IN WITNESS WHEREOF, Grantor has caused these presents to be executed in its name by the Board of
County Commissioners acting by the Chairman or Vice of said Board, the day and year first above
written.
GRANTOR:
ATTEST: BOARD OF CO .'E Y COM1VIISSIONERS
Dwight E.Brock,Clerk COLLIER CO I Y, _• 'WA
BY e .* By: AA /Al
' SOLI HAIRMAN
Attest as to Charrmaif
AUtf ly.form:,tt F`-Iegality:
Scott ' . Stone,Assistant County Attorney IA 1 iliplit
9063052 1
GI
1 6 A 5
EXHIBIT A
THE LAND DESCRIBED AS FOLLOWS:
(PARCEL 1)
THE WEST 1/2 OF NE 1/4 OF NE 1/4 OF NW 1/4 OF SECTION 8,TOWNSHIP 50 SOUTH,RANGE 26 EAST;
LESS AND EXCEPTING THEREFROM THE NORTH 75 FEET THEREOF FOR ROAD RIGHT OF WAY,
AND
(PARCEL 2)
THE NW 1/4 OF SE 1/4 OF NE 1/4 OF NW 1/4 OF SECTION 8,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
AND
(PARCEL 3)
THE NW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF SECTION 8,TOWNSHIP 50 SOUTH,RANGE 26 EAST;
LESS THE WEST 50 FEET OF THE EAST 1/2 OF THE NW 1/4 ,AND THE NORTH 75 FEET OF THE NE 1/4
OF THE NW 1/4,
AND
(PARCEL 4)
THE NE 1/4 OF THE SE 1/4 OF THE NE 1/4 OF THE NW 1/4 OF SECTION 8,TOWNSHIP 50 SOUTH,
RANGE 26 EAST,
AND
(PARCEL 5)
THE EAST 1/2 OF THE NE 1/4 OF THE NE 1/4 OF THE NW 1/4 OF SECTION 8,TOWNSHIP 50 SOUTH,
RANGE 26 EAST,LESS AND EXCEPTING THEREFROM THE NORTH 75 FEET THEREOF FOR ROAD
RIGHT OF WAY.
ALL THE ABOVE SAID LANDS SITUATE,LYING,AND BEING IN COLLIER COUNTY,FLORIDA.
TOGETHER WITH NON EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS,SIGNAGE AND ENTRY
FEATURES,STORMWATER DRAINAGE FACILITIES,UTILITIES,IRRIGATION AND LANDSCAPING,
CREATED BY EASEMENT AGREEMENT BY AND BETWEEN COLLIER DAVIS,LLC,A FLORIDA
LIMITED LIABILITY COMPANY AND BEREAN BAPTIST CHURCH OF NAPLES,FLORIDA,INC.,A
FLORIDA NOT FOR PROFIT CORPORATION,FILED MAY 25,2010 IN OFFICIAL RECORDS BOOK 4570,
PAGE 1102 OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA.
LESS AND EXCEPT UTILITY EASEMENTS DESCRIBED IN EXHIBIT B:
9063052_1
1 6 A 5
EXHIBIT B
9063052_1
1
5_
jEXHIBIT !B' 6..A
_ _ _
DAVIS ROAD (S.R. 84)
150' PUBLIC RIGHT OF WAY
I
I I I
oboo .
11,,,,0 D0 N89'56'40"E 528.06' I--_
ii O ,0 k' • i ,'
1
I N89'56'40"E 528.06' R=175.00
A=42'01'36'•
R=35.00' I CB=569'0232,,,
— A=90'40'00" C=125,50
I CB=N44'36'40"E L=128.36,
C=49.78'
L=55.39' LEGEND
S'3
W C = CHORD LENGTH
a I CB = CHORD BEARING
a DESC. = DESCRIPTION N
037' L = ARC LENGTH I H
c — — OR = OFFICIAL RECORDS BOOK W
NIPG = PAGE =
a POB. = POINT OF BEGINNING
,.; POC. = POINT OF COMMENCEMENT
Bm S.R. = STATE ROAD I Lu
- 0 } N ai R= RADIUS 0 25 50 100 (w/)
Q < — '- e = DELTA ANGLE
I ro 1
E "� 3 1"=100' W I
y Z
L, ZIo N rn LESS AND J
QIP o EXCEPT I
n m y b Z PARCEL NO. 00403880005 PARCEL
y m Z OR 5226, PG 681 I <
ZR
I
0 O R=10.00'
0= A=89'12'14" R=125.00,
u) CB=N45'19'27"W I CB=N75 5849 "
C=14.04' 26'0 ,
L=15.57' 0-62.5509 NW
w N89'55'34"W 532.57' LL=6
1
o N89'24'30"E
y 12.00
o I
n / N89'55'34"W 537.33' R-800
A I /K-544'16'50"W 27.54' 6=2858'0
0 NO0'45'07"W�` GB=N75' R9••
107.84' C=40.0609•.
f, 30' DRAINAGE & — — L=40 ` - ' .
N UTILITY EASEMENT SOUTH LINE OF •
I 46'
O.R. 4315, THE NW 1/4 OF
PG. 3630 - SO0'43'16"E 96.27' THE NE 1/4 OF
C THE NW 1/4
2
W
0
Q ILN89'55'34"W 33.95'
0
0
M 1
NOTES:
a
1. BEARINGS SHOWN HEREON ARE BASED ON STATE PLANE
N COORDINATES, FLORIDA ZONE EAST, NORTH AMERICAN DATUM
OF 83 WHEREIN THE NORTH—SOUTH QUARTER SECTION LINE OFJ C
Q SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST BEARS -ei / 27
N S.00°46'20"E. TIMOTHY J. DEVRIES DATE
°° 2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO PROFESSIONAL SURVEYOR AND MAPPER
ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT FLORIDA CERTIFICATE NO. LS 6758
N PARCEL. NOT VALID WITHOUT THE SiNAURE /\ND THE
3. PARCEL CONTAINS 137,351 SQUARE FEET OR 3.15 ACRES, ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
MORE OR LESS. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY.
ACCESS EASEMENT, PUBLIC UTILITY EASEMENT AND 6610 ,
COUNTY UTILITY EASEMENT NaplesWillow,Florida34109ParkDr. suite 200
LYING IN Phone(239)597-0575
Fax:(239)597-0578
SECTION 8,TOWNSHIP 50 SOUTH, RANGE 26 EAST LB No.:6952
COLLIER COUNTY, FLORIDA ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET
140013.00.02 0 8 50 26 1"=100' 06/17/16 TJD FPL EASE 1 OF ;
POC DESC. 16A5
• 1 , DAVIS ROAD (S.R. 84) NORTH 1/4 CORNER OF
I RIGHT-OF-WAY 150' PUBLIC RIGHT OF WAY SECTION 8
DONATION PARCEL
A
R,27200, I , - - -
4
CB,S69 136„ 0��Y L2 /o
2 3
CC\15 2'
0 e
1
1 m 755 SO' ,p
c�p��TB� cN I oo
R=175.00' 6-S9 j)„ PRESERVE n
D=42°07'36" ^^ I,`62`312 � r-)
I CB=S69'02' P,62 O9 ' w
C=125.50.2- .6. \, U o
L=128.36, L4
Oji Cl o' _
-N89°56'40"E 84.06' v, NORTH-SOUTH
QUARTER
3 C6 - , SECTION LINE
v I- CO
Mo
Li W h QD C7 R=82.00'
W I
I ^D� S62 4=63°46'32"
a u) co ^`O^ 949 78'6- CB=S32°38'53"E
LU ) • C8 L5 C=86.63' I
L11 (‘II C9 L=91.27'
o Ici) S . . I _ 889°14'41"W 207.01' Io _
8
pi LU:. 6S424ea S89° 14 '41"W 162.01' -
oo' I POB DESC.
v •
Z LESS AND POB DESC.
= LESS AND PARCEL NO. 00404520005 EXCEPT PARCEL
EXCEPT OR 3391, PG 2148
i I- PARCEL Ni
o cQc a00
1 G N NiCOUi
LINE TABLE N N
_ 45' w
M I LINE BEARING LENGTH o
;011_ I0
a N PARCEL N0.
ID <JD
L1 N 16°10'52"E 21.59' ,P 00404560007
at R-125.00' I b •o OR 3391, PG 2176
m I C8 N75 5g 4g" L2 N89°56'40"E 90.67 I voi v)
S5
"' C--.82.55u,9 1v L3 SO0'03'20"E 65.16'
PC L=63.22,
mI
L4 S1743'38"W 6.23'
LI
L5 N89'56'40"E 48.74'
N60S643 0 2550 100
0
_ 1 v R=90.00' 1"=100'
c R=80 O IV
AN78S84 6825• 6N D=58°31'56"
iB= 5 9,
26' N6 I • 5� CB=S28°29'38"W
d C=40.0 49iy OS6, h 55l X14, C=88.00'
as �i .46, 5 tiY ° C72 N78.33,59, I 6 •
L=91.94' J
I 766 61.50
N [ •2S' C11 0� CURVE TABLE
I, go A, CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD
y - - - c'edR7?>; -' - - `'D1 6�$1 C 1 26.17' 28.00' 53'33'18" S89'47'40"E 25.23'
L0
c 6945��"W N76j15p9"w -" C2 82.28' 205.53' 22'56'12" NO4'56'24"E 81.73'
° <\6j69 CB-S7•35-1' C3 19.00' 42.00' 25°55'17" N38°52'53"W 18.84'
C>89 2 ,
o f ''1 I
" L=g1. C4 21.65' 48.00' 25°50'56" S12'55'32"W 21.47'
o C5 36.54' 122.00' 17'09'38" 508'31'29"W 36.40'
a ` --- I / C6 52.35' 33.00' 90°53'02" S27'04'11"E 47.03'
8 `_ _ - -I - - C7 26.93' 87.63' 17'36'19" 881°16'35"E 26.82'
csi
08 49.52' 125.00' 22'42'01" S78'42'19"E 49.20'
PRESERVE
C9 57.66' 37.00' 89'17'10" S45'24'43"E 52.00'
o PARCEL NO. 00406560005
P. OR 3391, PG 2148 PARCEL NO. 00405560006 C10 45.97' 45.00' 58°31'56" 528'29'38"W 44.00'
0, OR 3391, PG 2176
C11 57.17' 75.00' 43°40'25" S79'35'48"W 55.79'
N
I C12 53.82' 175.00' 17'37'14" N69'45'22"W 53.61'
i 6 C13 43.69' 275.00' 9'06'11" S52'34'49"E 43.65'
I
ACCESS EASEMENT, PUBLIC UTILITY EASEMENT AND 6610 Willow Park Dr.,suite 200
COUNTY UTILITY EASEMENT Naples,Florida 34109
LYING IN Phone
Fax:(239)59975
0578
SECTION 8,TOWNSHIP 50 SOUTH, RANGE 26 EAST LB No.:6952
COLLIER COUNTY, FLORIDA ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEE
140013.00.02 0 8 50 26 1"=100' 06/17/16 TJD PUE AE EASE 2 OFOr°
16 A 5
DESCRIPTION
A TRACT OR PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 8 THENCE S.00°46'20"E. ON THE NORTH-SOUTH QUARTER SECTION LINE FOR 331.04 FEET;
THENCE S.89°14'41"W., DEPARTING SAID NORTH-SOUTH QUARTER SECTION LINE FOR 162.01 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED
PARCEL;
THENCE S.00'46'20"E., FOR 225.82 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY 91.94 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 90.00 FEET THROUGH A CENTRAL ANGLE
OF 58°31'56" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.28'29'38"W. FOR 88.00 FEET;
THENCE S.57'45'36"W., FOR 67.81 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY 91.47 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET THROUGH A CENTRAL ANGLE OF
43'40'25" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.79°35'48"W. FOR 89.27 FEET;
THENCE N.78'33'59"W., FOR 61.50 FEET TO A POINT OF CURVATURE;
THENCE WESTERLY 67.66 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 220.00 FEET THROUGH A CENTRAL ANGLE OF
• 17'37'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.69'45'22"W. FOR 67.39 FEET;
W THENCE N.60°56'45"W., FOR 168.25 FEET TO A POINT OF CURVATURE;
a• THENCE WESTERLY 40.46 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 80.00 FEET THROUGH A CENTRAL ANGLE OF
"' 28'58'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.75°26'09"W. FOR 40.03 FEET;
0o THENCE N.89°55'34"W., FOR 537.33 FEET;
THENCE S.44°16'50"W., FOR 27.54 FEET;
0
THENCE S.00'43'16"E., FOR 96.27 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF SAID SECTION 8;
THENCE N.89°55'34"W., ON SAID SOUTH LINE FOR 33.95 FEET TO AN INTERSECTION WITH THE EAST LINE OF A 30 FOOT WIDE DRAINAGE AND UTILITY
m EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 4315, PAGE 3630, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA
5 THENCE N.00°45'07"W., ON SAID EAST LINE FOR 107.84 FEET;
• THENCE N.89°24'30"E. DEPARTING SAID EAST LINE FOR 12.00 FEET;
THENCE N.00'43'20"W., FOR 381.57 FEET TO A POINT OF CURVATURE;
• THENCE NORTHEASTERLY 113.94 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 72.00 FEET THROUGH A CENTRAL
ANGLE OF 90'40'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.44'36'40"E. FOR 102.41 FEET;
r
THENCE N.89'56'40"E., FOR 528.06 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 155.50 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 212.00 FEET THROUGH A CENTRAL ANGLE OF
4701'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.6702'32"E. FOR 152.04 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHEASTERLY 62.26 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 238.00 FEET THROUGH A CENTRAL ANGLE
OF 14°59'17" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.55°31'22"E. FOR 62.08 FEET TO A POINT OF COMPOUND CURVATURE;
5 THENCE EASTERLY 26.17 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 28.00 FEET THROUGH A CENTRAL ANGLE OF
53°33'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.89°47'40"E. FOR 25.23 FEET;
0
▪ THENCE N.16'10'52"E., FOR 21.59 FEET TO A POINT ON A CURVE;
THENCE NORTHERLY 82.28 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 205.53 FEET THROUGH A CENTRAL
• ANGLE OF 22°56'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.04'56'24"E. FOR 81.73 FEET TO A POINT ON A CURVE;
03
THENCE NORTHWESTERLY 19.00 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 42.00 FEET THROUGH A CENTRAL
ANGLE OF 25°55'17" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.38°52'53"W. FOR 18.84 FEET;
THENCE N.89'56'40"E., FOR 90.67 FEET TO A POINT ON A CURVE;
THENCE SOUTHERLY 21.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 48.00 FEET THROUGH A CENTRAL ANGLE
o OF 25°50'56" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.12'55'32"W. FOR 21.47 FEET;
THENCE S.00'03'20"E., FOR 65.16 FEET TO A POINT OF CURVATURE;
o THENCE SOUTHERLY 36.54 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 122.00 FEET THROUGH A CENTRAL ANGLE OF
1709'38" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.08°31'29"W. FOR 36.40 FEET;
0
0
THENCE S.17'43'38"W., FOR 6.23 FEET TO A POINT ON A CURVE;
• THENCE SOUTHEASTERLY 52.35 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 33.00 FEET THROUGH A CENTRAL
o ANGLE OF 90'53'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.27'04'11"E. FOR 47.03 FEET TO A POINT ON A CURVE;
v
THENCE EASTERLY 26.93 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 87.63 FEET THROUGH A CENTRAL ANGLE
8 OF 1736'19" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.81°16'35"E. FOR 26.82 FEET;
THENCE N.89'56'40"E., FOR 84.06 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 91.27 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 82.00 FEET THROUGH A CENTRAL
ANGLE OF 63'46'32" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.32°38'53"E. FOR 86.63 FEET TO THE POINT OF BEGINNING OF THE PARCEL
ro DESCRIBED HEREIN;
e
N LESS AND EXCEPT THE PARCEL DESCRIBED ON THE SHEET 4.
N
ACCESS EASEMENT, PUBLIC UTILITY EASEMENT AND 6610 WillowParkDr.,Suite200
COUNTY UTILITY EASEMENT Naples,Florida 34109
LYING IN Phone(239)597-0575
Fax:(239)597-0578
SECTION 8,TOWNSHIP 50 SOUTH, RANGE 26 EAST LB No.:6952
COLLIER COUNTY, FLORIDA ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHE
140013.00.02 0 8 50 26 06/17/16 TJD PUE AE EASE 3 OF
16A5 5
DESCRIPTION-LESS AND EXCEPT PARCEL
A TRACT OR PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 8 THENCE S.00'46'20"E. ON THE NORTH-SOUTH QUARTER SECTION LINE FOR 331.04 FEET;
THENCE 5.89'14'41"W., DEPARTING SAID NORTH-SOUTH QUARTER SECTION LINE FOR 207.01 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED
PARCEL;
THENCE S.00°46'20"E., FOR 225.84 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY 45.97 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 45.00 FEET THROUGH A CENTRAL ANGLE
, OF 58'31'56" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.28'29'38"W. FOR 44.00 FEET;
w THENCE S.57°45'36"W., FOR 67.81 FEET TO A POINT OF CURVATURE;
LI, THENCE WESTERLY 57.17 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET THROUGH A CENTRAL ANGLE OF
a 43'40'25" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.79'35'48"W. FOR 55.79 FEET;
0
THENCE N.78°33'59"W., FOR 61.50 FEET TO A POINT OF CURVATURE;
o THENCE WESTERLY 53.82 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET THROUGH A CENTRAL ANGLE OF
O 17°37'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.69'45'22"W. FOR 53.61 FEET;
5 THENCE N.60'56'45"W., FOR 168.25 FEET TO A POINT OF CURVATURE;
. THENCE WESTERLY 63.22 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET THROUGH A CENTRAL ANGLE OF
28°58'49" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.75°26'09"W. FOR 62.55 FEET;
THENCE N.89'55'34"W., FOR 532.57 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 15.57 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 10.00 FEET THROUGH A CENTRAL ANGLE
m`o OF 89°12'14" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.45°19'27"W. FOR 14.04 FEET;
•? THENCE N.00'43'20"W., FOR 319.19 FEET TO A POINT OF CURVATURE;
• THENCE NORTHEASTERLY 55.39 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET THROUGH A CENTRAL ANGLE
• OF 90°40'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS N.44°36'40"E. FOR 49.78 FEET;
, THENCE N.89'56'40"E., FOR 528.06 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 128.36 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET THROUGH A CENTRAL ANGLE OF
▪ 42°01'36" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.69'02'32"E. FOR 125.50 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHEASTERLY 43.69 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 275.00 FEET THROUGH A CENTRAL ANGLE
L!,', OF 09'06'11" AND BEING SUBTENDED BY A CHORD WHICH BEARS S.52°34'49"E. FOR 43.65 FEET;
0 THENCE S.21'35'36"W., FOR 96.89 FEET;
0
• THENCE S.68°24'24"E., FOR 65.00 FEET;
a THENCE N.21°35'36"E., FOR 91.37 FEET;
m THENCE S.67'21'18"E., FOR 94.97 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 49.52 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET THROUGH A CENTRAL ANGLE OF
s 22'42'01" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.78°42'19"E. FOR 49.20 FEET;
y
▪ THENCE N.89'56'40"E., FOR 48.74 FEET TO A POINT ON A CURVE;
THENCE SOUTHEASTERLY 57.66 FEET ALONG THE ARC OF A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 37.00 FEET THROUGH A CENTRAL
ANGLE OF 89'17'10" AND BEING SUBTENDED BY A CHORD WHICH BEARS 5.45'24'43"E. FOR 52.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL
• DESCRIBED HEREIN;
s` BEARINGS HEREINABOVE MENTIONED ARE BASED ON STATE PLANE COORDINATES, FLORIDA ZONE EAST, NORTH AMERICAN DATUM OF 83 WHEREIN THE
. NORTH-SOUTH QUARTER SECTION LINE OF SAID SECTION 8 BEARS S.00'46'20"E.
0
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ACCESS EASEMENT, PUBLIC UTILITY EASEMENT AND 6610 Willow , p
COUNTY UTILITY EASEMENT Naples,FloridaParkDr.34109sue 200
LYING IN Phone(239)597-0575
Fax:(239)597-0578
SECTION 8,TOWNSHIP 50 SOUTH,RANGE 26 EAST LB No.:6952
COLLIER COUNTY, FLORIDA ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET
140013.00.02 0 8 50 26 06/17/16 TJD PUE AE EASE 4 OF 4C
. EXHIBIT 'B' 16 A 5
_ _ _ _ _ _ _ _ _
— — —ye
POC DESC.
NORTH 1/4 CORNER OF Q
SECTION 8 P
DAVIS ROAD (S.R. 84)
0
150' PUBLIC RIGHT OF WAY N
ZOa
b
Z
S89'56'40.'0/A1.1
N89°16'40"E 33.00' 1-...---500°43'20"E 16.03' V
POB DESC.
v S00°43'20"E 26.38'
'i N00'43'39'W 38.94' S58°33'16'E 14.28'
0 NORTH-SOUTH
0 QUARTER SECTION LINE
h
o0 00. g f1
o �'^ ..y�hk`1'A
t.
= N34'42'06"W 32.27' (z ,:.3)o� co0
a v�^�Vo�tiL
m ii
Z
30' DRAINAGE & -
E UTILITY EASEMENT
, O.R. 4315, PG. 3630
w°
c
0
S5n
'
O
V) Qr
w 0I� 0 15 30 60
Zi- LEGEND I -'
x
w < - C = CHORD LENGTH
tOI� CB = CHORD BEARING
° v DESC. = DESCRIPTION
E m L = ARC LENGTH
Z P OR = OFFICIAL RECORDS BOOK PARCEL NO. 00403880005
n. PG = PAGE OR 5226, PG 681
0 o POB. = POINT OF BEGINNING
o (,)— POC. = POINT OF COMMENCEMENT
as S.R. = STATE ROAD
R = RADIUS
Y I o = DELTA ANGLE
c
E v I
y
0
0
I
2
S
"i
NOTES:
a 1. BEARINGS SHOWN HEREON ARE BASED ON STATE PLANE
N COORDINATES, FLORIDA ZONE EAST, NORTH AMERICAN DATUM OF
Y 83 WHEREIN THE NORTH-SOUTH QUARTER SECTION LINE OF (')'
�, f/Z` i
SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST BEARS ! / J t _
S.00"46'20"E. TIMOTHY J. DEVRiFS DATL
2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO PROFESSIONAL SURVEYOR A,',D MAPPER
ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT FLORIDA CERTIFICATE NO. LS 6758
N PARCEL. NOT VALID WITHOUT THE SIGNATURE AND THE
° 3. PARCEL CONTAINS CONTAINING 1,841 SQUARE FEET OR 0.04 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
ACRES, MORE OR LESS. SURVEYOR AND MAPPER. THIS IS NOT A SURVEY.
6610 ,
COUNTY UTILITY EASEMENT NaplesWillow,FloridaParkDr.34109Suite 200
SECTION 8,TOWNSHIP 50 SOUTH, RANGE 26 EAST Phone(239)597-0575
39)
COLLIER COUNTY, FLORIDA FaxLB No.:952578
ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHE ifel
140013.00.02 0 8 50 26 1"=60' 06/17/16 TJD CUE EASE 1 of
. •
16A5
DESCRIPTION
A TRACT OR PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER
COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 8 THENCE S.00°46'20"E. ON THE
NORTH—SOUTH QUARTER SECTION LINE FOR 75.01 FEET TO AN INTERSECTION WITH THE NORTH
RIGHT—OF—WAY LINE OF DAVID ROAD (STATE ROAD 84)(150 FEET WIDE);
THENCE S.89°56'40"W., ON SAID NORTH RIGHT—OF—WAY LINE FOR 1,215.89 FEET;
THENCE S.00°43'20"E., DEPARTING SAID NORTH RIGHT—OF—WAY LINE FOR 16.03 FEET TO THE POINT
OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
O
THENCE CONTINUE S.00°43'20"E., FOR 26.38 FEET;
THENCE S.58°33'16"E., FOR 14.28 FEET TO A POINT ON A CURVE;
THENCE SOUTHWESTERLY 42.28 FEET ALONG THE ARC OF A NON—TANGENTIAL CURVE TO THE LEFT
HAVING A RADIUS OF 72.00 FEET THROUGH A CENTRAL ANGLE OF 33°38'48" AND BEING SUBTENDED
0
BY A CHORD WHICH BEARS S.39°44'24"W. FOR 41.68 FEET;
THENCE N.34°42'06"W., FOR 32.27 FEET;
THENCE N.00°43'39"W., FOR 38.94 FEET;
THENCE N.89°16'40"E., FOR 33.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED
HEREIN;
E
CONTAINING 1,841 SQUARE FEET OR 0.04 ACRES, MORE OR LESS.
BEARINGS HEREINABOVE MENTIONED ARE BASED ON STATE PLANE COORDINATES, FLORIDA ZONE EAST,
NORTH AMERICAN DATUM OF 83 WHEREIN THE NORTH—SOUTH QUARTER SECTION LINE OF SAID
SECTION 8 BEARS S.00°46'20"E.
0
0
O
O
O
O
O
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N
of
COUNTY UTILITY EASEMENT 6610 Willow Park Dr.,Suite 200
Naples,Florida 34109
SECTION 8,TOWNSHIP 50 SOUTH, RANGE 26 EAST Phone(239)5970575
COLLIER COUNTY, FLORIDA Fax:(239)597-0578
LB No.:6952
ENGINEERING
JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET
140013.00.02 0 8 50 26 06/17/16 TJD CUE EASE 2 OF 0