Foxfire Donation Agreementti
PROJECT: Groundwater Monitoring Well — Foxfire
TAX IDENTIFICATION NUMBER: 33830040003
DONATION AGREEMENT
THIS DONATION AGREEMENT (hereinafter referred to as the "Agreement ") is
made and entered into by and between FOXFIRE COMMUNITY ASSOCIATION OF
COLLIER COUNTY, INC., a Florida non profit corporation, whose mailing address is
1030 Kings Way, Naples, Florida 34104 -4988, (hereinafter referred to as "Owner "), and
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,
(hereinafter referred to as "County "), whose mailing address is 3335 Tamiami Trail East,
Suite 101, Naples, Florida 34112 -5356.
WITNESSETH:
WHEREAS, County has requested that Owner convey to the County a perpetual,
non - exclusive utility easement for the purpose of access, installation, and maintenance
of a ground water monitoring well and other utility appurtenances over, under, upon and
across the lands described in Exhibit "A" (said utility easement hereinafter referred to as
the "Property "), which is attached hereto and made a part of this Agreement;
WHEREAS, Owner recognizes the benefit to Owner and desires to convey the
Property to the County 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 County; 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. Owner shall convey the Property via a Utility Easement to County at no cost
to the County, unless otherwise stated herein.
2. County will be responsible for all repairs, maintenance, and related costs for its
above - ground and in- ground infrastructure within the easement area. This provision
shall survive Closing and is not deemed satisfied by the conveyance of Easement.
3. County has confirmed the ownership of the lands underlying the Easement to
be granted pursuant hereto, and Owner and all its related entities make absolutely no
representations or certifications with regard to same. This provision shall survive
Closing and is not deemed satisfied by the conveyance of Property.
4. Owner 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. The County 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. The cost of a title commitment shall be paid by County.
6. 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.
7. Conveyance of the Property by Owner 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.
8. This Agreement is governed and construed in accordance with the laws of the
State of Florida.
[Signatures follow]
Va
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed as of
the dates herein below.
AS TO COUNTY:
DATED: _ I
ATTEST:
DWIGHT E. BROCK, Clerk
Approved -a's to -form and
legal sufficiency:
By:���
Jennifer B. White
Assistant County Attorney
AS TO OWNER:
Zcla
BOARD OF COUNTY COMMfSSIONERS
OF COLLIER COUNTY, FLORIDA, AS =
THE GOVERNING BODY OF COLLIER
COUNTY AND AS EX-OFFici6tHt.
GOVERNING BOARD OF THE C&LIE,
COUNTY WATER -SEWER DISTRICT
C . BY:
Clerk Fred W. Coyle, Chairman
DATED: L)ne_
FOXFIRE COMMUNITY ASSOCIATION
OF COLLIER COUNTY, INC.,
a Florida non profit corporation
BY: /Zl� l � 3
Christine Bush, President
ATTEST:
Ed Williams, Corporation Vice President
LEGAL 'DESCRIPTION (UE- AE &ME01 - UTILITY, ACCESS AND MAINTENANCE EASEMENT) L_/X1 9!"6 0
A PARCEL OF LAND LYING IN FOXFIRE UNIT TWO, A PLAT AS RECORDED IN PLAT BOOK 13, PAGE 97 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA. LYING IN SECTION 6, TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA:
COMMENCING AT THE NORTHEAST CORNER OF TRACT 1, FOXFIRE UNIT ONE, A PLAT AS RECORDED IN PLAT BOOK 13,
PAGE 84 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THENCE N00'43'32 "W FOR 307.43 FEET, ALONG THE
WESTERLY RIGHT -OF -WAY LINE OF KINGS WAY, AS SHOWN ON SAID FOXFIRE UNIT ONE PLAT, TO THE POINT OF
BEGINNING OF THE PARCEL DESCRIBED HEREIN;
THENCE LEAVING SAID WESTERLY RIGHT -OF -WAY LINE S89'16'28 "W FOR 30.33 FEET;
THENCE S00'10'39 "E FOR 71.10 FEET;
THENCE N89'56'42 "W FOR 97.24 FEET TO THE BEGINNING OF A NON- TANGENTIAL CURVE;
THENCE 89.59 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 186.75 FEET, THROUGH A CENTRAL ANGLE
OF 27'29'18 ", AND WHOSE LONG CHORD BEARS N76'15'18 "W FOR A DISTANCE OF 88.74 FEET;
THENCE N90'00'00 "W FOR 48.31 FEET;
THENCE S76'28'45 "W FOR 15.43 FEET;
THENCE N90'00'00 "W FOR 77.23 FEET;
THENCE S67'36'34 "W FOR 23.20 FEET TO THE BEGINNING OF A NON- TANGENTIAL CURVE;
THENCE 104.36 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 726.98 FEET, THROUGH A CENTRAL ANGLE
OF 08'13'29 ", AND WHOSE LONG CHORD BEARS N80'23'00 "W FOR A DISTANCE OF 104.27 FEET, TO THE BEGINNING OF
A NON- TANGENTIAL CURVE;
THENCE 42.77 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE
OF 20'25'14 ", AND WHOSE LONG CHORD BEARS N66'03'38 "W FOR A DISTANCE OF 42.54 FEET, TO THE BEGINNING OF
A NON- TANGENTIAL CURVE;
THENCE 33.18 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF
54'19'19 ", AND WHOSE LONG CHORD BEARS N83'00'41 "W FOR A DISTANCE OF 31.95 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 3.65 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 165.00 FEET, THROUGH A CENTRAL ANGLE OF
01'16'02 ", AND WHOSE LONG CHORD BEARS S70'27'41 "W FOR A DISTANCE OF 3.65 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 83.48 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 165.00 FEET, THROUGH A CENTRAL ANGLE
OF 28'59'22 ", AND WHOSE LONG CHORD BEARS S85'35'23 "W FOR A DISTANCE OF 82.60 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 55.90 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 395.00 FEET, THROUGH A CENTRAL ANGLE OF
08'06'32 ", AND WHOSE LONG CHORD BEARS N83'58'12 "W FOR A DISTANCE OF 55.86 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 44.81 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 205.00 FEET, THROUGH A CENTRAL ANGLE
OF 12'31'31 ", AND WHOSE LONG CHORD BEARS N81'45'43 "W FOR A DISTANCE OF 44.72 FEET, TO THE BEGINNING OF
A NON- TANGENTIAL CURVE;
THENCE 32.28 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 514.52 FEET, THROUGH A CENTRAL ANGLE OF
03'35'41 ", AND WHOSE LONG CHORD BEARS N77'17'48 "W FOR A DISTANCE OF 32.27 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 47.64 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 205.00 FEET, THROUGH A CENTRAL ANGLE
OF 13'18'54 ", AND WHOSE LONG CHORD BEARS N72'26'11 "W FOR A DISTANCE OF 47.53 FEET, TO THE BEGINNING OF
A NON- TANGENTIAL CURVE;
THENCE 50.11 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 195.00 FEET, THROUGH A CENTRAL ANGLE OF
14'43'26 ", AND WHOSE LONG CHORD BEARS N73'08'28 "W FOR A DISTANCE OF 49.97 FEET;
THENCE N80'30'11 "W FOR 240.63 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE 40.45 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 195.00 FEET, THROUGH A CENTRAL ANGLE OF
11'53'12 ", AND WHOSE LONG CHORD BEARS N86'26'47 "W FOR A DISTANCE OF 40.38 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 49.94 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 33.00 FEET, THROUGH A CENTRAL ANGLE OF
86'42'27 ", AND WHOSE LONG CHORD BEARS N49'02'09 "W FOR A DISTANCE OF 45.31 FEET;
THENCE N05'40'56 "W FOR 23.32 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE 39.82 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 195.00 FEET, THROUGH A CENTRAL ANGLE OF
11'41'57 ", AND WHOSE LONG CHORD BEARS N11'31'55 "W FOR A DISTANCE OF 39.75 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 49.39 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 145.00 FEET, THROUGH A CENTRAL ANGLE
OF 19'31'04 ", AND WHOSE LONG CHORD BEARS N07'37'21 "W FOR A DISTANCE OF 49.16 FEET, TO THE BEGINNING OF
A NON- TANGENTIAL CURVE;
THENCE 43.82 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF
71'44'04 ", AND WHOSE LONG CHORD BEARS N33'43'51 "W FOR A DISTANCE OF 41.01 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 45.33 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 55.00 FEET, THROUGH A CENTRAL ANGLE OF
47'13'24 ", AND WHOSE LONG CHORD BEARS N45'59'11 "W FOR A DISTANCE OF 44.06 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 61.64 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 140.00 FEET, THROUGH A CENTRAL ANGLE OF
25'13'37 ", AND WHOSE LONG CHORD BEARS N34'59'18 "W FOR A DISTANCE OF 61.14 FEET;
THENCE N48'06'45 "W FOR 97.28 FEET, TO A POINT ON THE SOUTHERLY BOUNDARY OF A 10.00 FOOT WIDE UTILITY
EASEMENT, AS SHOWN ON FOXFIRE UNIT TWO, A PLAT AS RECORDED IN PLAT BOOK 13, PAGE 97 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE N52'14'17 "W FOR 72.21 FEET, TO A POINT ON THE NORTHWESTERLY BOUNDARY OF SAID UTILITY EASEMENT;
THENCE N35'50'33 "E FOR 10.01 FEET ALONG SAID NORTHWESTERLY BOUNDARY OF UTILITY EASEMENT;
THENCE S52'14'17 "E FOR 45.36 FEET TO A POINT ON THE NORTHEASTERLY BOUNDARY OF SAID UTILITY EASEMENT;
THENCE LEAVING SAID UTILITY EASEMENT, N37'46'53 "E FOR 15.01 FEET;
THENCE S52'13'07 "E FOR 20.00 FEET;
THENCE S37'46'53 "W FOR 15.00 FEET;
THENCE S52' 14'1 7"E FOR 7.19 FEET;
THENCE S48'07'40 "E FOR 98.04 FEET TO THE BEGINNING OF A NON- TANGENTIAL CURVE;
(CONTINUED ON SHEET 2)
March 8, 2012 2.05 _PM K. \2011 \110039.00.00 ID Infrastructure Surveying - Foxfire- Audubon \0001 Foxfirs Community Wells \Sketch And Descriptions \UE- AE -ME01. dwg
LUE-AE&ME01 CT: FOXFIRE UNIT 2 DIXTA `Visualianon
LEGAL DESCRIPTION CONSULTING s e}nnMapping
- UTILITY, ACCESS AND MAINTENANCE EASEMENT 6610 Willow Park Drive, Suite 200
: PUBLIC UTILITIES AND PROJECT MANAGEMENT Naples, Florida : (23 Phone: (239)597 -0575 FAX: (239)597 -0578
LB No.: 6952
9.00.00 0 9 48S 25E NSA 3Z2z12 R.A.K. UE- AE- ME01.dwg 1 5
(CONTINUED FROM SHEET 1) EXHIBIT-&-
THENCE 66.09 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE
OF 25'14'39 ", AND WHOSE LONG CHORD BEARS S34'59'49 "E FOR A DISTANCE OF 65.56 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 37.09 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF
47'13'24 ", AND WHOSE LONG CHORD BEARS S45'59'11 "E FOR A DISTANCE OF 36.05 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 56.34 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF
71'44'04 ", AND WHOSE LONG CHORD BEARS S33'43'51 "E FOR A DISTANCE OF 52.73 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 45.99 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF
19'31'04 ", AND WHOSE LONG CHORD BEARS S07'37'21 "E FOR A DISTANCE OF 45.77 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 41.86 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 205.00 FEET, THROUGH A CENTRAL ANGLE
OF 11'41'57 ", AND WHOSE LONG CHORD BEARS S11'31'55 "E FOR A DISTANCE OF 41.79 FEET;
THENCE S05'40'56 "E FOR 23.32 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE 34.81 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 23.00 FEET, THROUGH A CENTRAL ANGLE OF
86'42'27 ", AND WHOSE LONG CHORD BEARS S49'02'09 "E FOR A DISTANCE OF 31.58 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 42.53 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 205.00 FEET, THROUGH A CENTRAL ANGLE
OF 11'53'12", AND WHOSE LONG CHORD BEARS S86'26'47 "E FOR A DISTANCE OF 42.45 FEET;
THENCE 580'30'11 "E FOR 240.63 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE 52.68 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 205.00 FEET, THROUGH A CENTRAL ANGLE
OF 14'43'26 ", AND WHOSE LONG CHORD BEARS S73'08'28 "E FOR A DISTANCE OF 52.54 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 45.32 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 195.00 FEET, THROUGH A CENTRAL ANGLE OF
13'18'54 ", AND WHOSE LONG CHORD BEARS S72'26'11 "E FOR A DISTANCE OF 45.21 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 32.91 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 524.52 FEET, THROUGH A CENTRAL ANGLE
OF 03'35'41 ", AND WHOSE LONG CHORD BEARS S77'17'48 "E FOR A DISTANCE OF 32.90 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 42.63 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 195.00 FEET, THROUGH A CENTRAL ANGLE OF
12'31'31 ", AND WHOSE LONG CHORD BEARS S81'45'43 "E FOR A DISTANCE OF 42.54 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 57.32 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 405.00 FEET, THROUGH A CENTRAL ANGLE
OF 08'06'32 ", AND WHOSE LONG CHORD BEARS S83'58'12 "E FOR A DISTANCE OF 57.27 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 78.42 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 155.00 FEET, THROUGH A CENTRAL ANGLE OF
28'59'22 ", AND WHOSE LONG CHORD BEARS N85'35'23 "E FOR A DISTANCE OF 77.59 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 3.43 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 155.00 FEET, THROUGH A CENTRAL ANGLE OF
01'16'02 ", AND WHOSE LONG CHORD BEARS N70'27'41 "E FOR A DISTANCE OF 3.43 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 42.66 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF
54'19'19 ", AND WHOSE LONG CHORD BEARS S83'00'41 "E FOR A DISTANCE OF 41.08 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 39.20 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 110.00 FEET, THROUGH A CENTRAL ANGLE OF
20'25'14 ", AND WHOSE LONG CHORD BEARS S66'03'38 "E FOR A DISTANCE OF 39.00 FEET, TO THE BEGINNING OF A
NON- TANGENTIAL CURVE;
THENCE 100.45 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 716.98 FEET, THROUGH A CENTRAL ANGLE
OF 08'01'37 ", AND WHOSE LONG CHORD BEARS S80'17'03 "E FOR A DISTANCE OF 100.36 FEET;
THENCE N67'36'34 "E FOR 22.69 FEET;
THENCE N90'00'00 "E FOR 78.02 FEET;
THENCE N76'28'45 "E FOR 15.43 FEET;
THENCE S90'00'00 "E FOR 51.98 FEET TO THE BEGINNING OF A NON- TANGENTIAL CURVE;
THENCE 87.22 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 176.77 FEET, THROUGH A CENTRAL ANGLE OF
28'16'15 ", AND WHOSE LONG CHORD BEARS S75'51'55 "E FOR A DISTANCE OF 86.34 FEET;
THENCE S89'56'42 "E FOR 82.20 FEET;
THENCE N00'10'39 "W FOR 98.89 FEET;
THENCE N89'16'28 "E FOR 44.96 FEET, TO A POINT ON THE WESTERLY RIGHT -OF -WAY LINE OF SAID KINGS WAY;
THENCE S00'43'32 "E FOR 38.00 FEET ALONG SAID WESTERLY RIGHT -OF -WAY LINE, TO THE POINT OF BEGINNING OF
THE PARCEL HEREIN DESCRIBED.
CONTAINING 19,028 SQUARE FEET MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
SHEET 3: PROJECT OVERVIEW /SHEET INDEX
SHEET 4: SKETCH OF LEGAL DESCRIPTION
SHEET 5: LINE AND CURVE TABLE zNk '5
J-7 L
MICHAEL A. WARD DATE SIGNED
FLORIDA PROFESSIONAL LAND SURVEYOR CERTIFICATE No. LS# 5301
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS IS NOT A SURVEY.
March H, 2012 2:05 PM K: \2011 \110039.00.00 10 Infrastructure Surveying - Foxfire- Audubon \0001 Foxfire Community Wells \Sketch And Descriptions \UE- AE- ME01.dwg
PROJECT: FOXFIRE UNIT 2 "DU TAINC.Ppanning
TITLE: LEGAL DESCRIPTION (CONTINUED) CONSULTING civilEngineering
Z \ T T L J♦ Surveying & Mapping
UE- AE &ME01 - UTILITY, ACCESS AND MAINTENANCE EASEMENT 6610 Willow Park Drive, Suite 200
CLIENT: PUBLIC UTILITIES AND PROJECT MANAGEMENT Naples, Florida
Phone: (239) 597 -0575 FAX: (23 (239)597 -0578
LB No.: 6952
110039.00.00 0 9 48S 25E N/A 3/2/12 R.A.K. UE- AE- ME01.dWg 1 2 5
0 150 00
GRAPHIC SCALE
EXHINT-6-
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Of �- --
\ \
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FOXFIRE UNIT TWO
DRAINAGE EA MENT
FOXFIRE UNIT TWO
P. 13 PG. 97 \/
SHEET 4 -2
/^\\,UE— AE &ME01
19,028 SF
V
r TRACT 1
FOXFIRE UNIT 1
P.B. 13 PG. 84
DRAINAGE\�-' 7
EASEMENT — --- - - - - -- -- 6
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LEGEND
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PG. = PAGE /PAGES
35
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32
31
30
29
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March 8, 2012 2:05 PM K: \2011 \110039.00.00 ID Infrastructure Surveying — Foxfire— Audubon \0001 Foxfire Community Wells \Sketch And Descriptions \UE— AE —ME01. dwg
INC
PROJECT: FOXFIRE UNIT 2 D"I"I/AV ualiabon
TITLE: INDEX MAP C NSA TI ; S e En&erg
Ying Mappin g
UE- AE &ME01 - UTILITY, ACCESS AND MAINTENANCE EASEMENT 6610 Willow Park Drive. Suite 200
CLIENT: PUBLIC UTILITIES AND PROJECT MANAGEMENT Naples. -0 Florida
Phone: (239) 597 7 575 FAX: : ( (23 239)597 -0578
LB No.: 6952
1 10039.00.00 0 9 48S 25E 1 1 " 300' 3/2/12 R.A.K. UE— AE— ME01.dwg 3 5
4 - -1
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March 8, 2012 2:05 PM K: \2011 \110039.00.00 IO /nfrostructure Surveying— Foxfire— Audubon \0001 Foxfire Community Wells \Sketch And Descriptions \UE— AE— ME01.dwg
PROJECT: FOXFIRE UNIT 2
Z
TA INCPlanning
TITLE: SKETCH OF LEGAL DESCRIPTION
CONSULTING
I
Z \ T Tl JL Surveying & Mapping
UE- AE &ME01 - UTILITY, ACCESS AND MAINTENANCE EASEMENT
6610 Willow Park Drive, Suite 200
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ri10039.00.00
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March 8, 2012 2:05 PM K: \2011 \110039.00.00 IO /nfrostructure Surveying— Foxfire— Audubon \0001 Foxfire Community Wells \Sketch And Descriptions \UE— AE— ME01.dwg
PROJECT: FOXFIRE UNIT 2
'DIX
TA INCPlanning
TITLE: SKETCH OF LEGAL DESCRIPTION
CONSULTING
Visualisation
Civd Engineering
Z \ T Tl JL Surveying & Mapping
UE- AE &ME01 - UTILITY, ACCESS AND MAINTENANCE EASEMENT
6610 Willow Park Drive, Suite 200
CLIENT: PUBLIC UTILITIES AND PROJECT MANAGEMENT
Naples, Florida
Phone: (239) 597 -0575 FAX: : (23 (239)597 -0578
LB No.: 6952
ri10039.00.00
REVISION
SECi:.
RANG!
�„F,_'
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3/2/12
R.A.K.
I UE- AE- ME01.dwg
4 OF 5
LINE TABLE
LINE
BEARING
LENGTH
11
S89'16'28 "W
30.33'
L2
SOO *1O'39 "E
71.10'
L3
N89'56'42 "W
97.24'
1-4
N9O'O0'OO "W
48.31'
L5
S76'28'45 "W
15.43'
L6
N9O'OO'OO "W
77.23'
L7
S67'36'34 "W
23.20'
L8
N80'30'11 "W
240.63'
L9
NO5'4O'56 "W
23.32'
L10
N48'O6'45 "W
97.28'
L11
N52'14'17 "W
72.21'
L12
N35'50'33 "E
10.01'
L13
S52'1 4'17 "E
45.36'
L14
N37'46'53 "E
15.01'
L15
S52'13'07 "E
20.00'
L16
S37'46'53 "W
15.00'
L17
S52'1 4'17 "E
7.19'
L18
S48'O7'4O "E
98.04'
L19
SO5'4O'56 "E
23.32'
L2O
S80'30'11 "E
240.63'
L21
N67'36'34 "E
22.69'
L22
N90'OO'OO "E
78.02'
L23
N76'28'45 "E
15.43'
L24
S9O'OO'OO "E
51.98'
L25
S89'56'42 "E
82.20'
L26
NO0'10'39 "W
98.89'
L27
N89' 16'28 "E
44.96'
L28
SOO'43'32 "E
38.00'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD
C1
89.59'
186.75'
27'29' 18"
N76'1 5'18 "W
88.74'
C2
104.36'
726.98'
8'13'29"
N8O'23'00 "W
104.27'
C3
42.77'
120.00'
20'25'14"
N66'03'38 "W
42.54'
C4
33.18'
35.00'
54' 19'19"
N83'0O'41 "W
31.95'
C5
3.65'
165.00'
1'16'02"
S70'27'41 "W
3.65'
C6
83.48'
165.00'
28'59'22"
S85'35'23 "W
82.60'
C7
55.90'
395.00'
8'06'32"
N83'58' 12 "W
55.86'
C8
44.81'
205.00'
12'31'31"
N81'45'43 "W
44.72'
C9
32.28'
514.52'
3'35'41"
N77'17'48 "W
32.27'
C1O
47.64'
205.00'
13'18'54"
N72'26'11 "W
47.53'
C11
50.11'
195.00'
14'43'26"
N73'O8'28 "W
49.97'
C12
40.45'
195.00'
11'53'12"
N86'26'47 "W
40.38'
C13
49.94'
33.00'
86'42'27"
N49'O2'09 "W
45.31'
C14
39.82'
195.00'
11'41'57"
N1 1'31'55 "W
39.75'
C15
49.39'
145.00'
19'31'04"
NO7'37'21 "W
49.16'
C16
43.82'
35.00'
71'44'04"
N33'43'51 "W
41.01'
C17
45.33'
55.00'
47'13'24"
N45'59'11 "W
44.06'
C18
61.64'
140.00'
25'13'37"
N34'59'1 8 "W
61.14'
C19
66.09'
150.00'
25'14'39"
S34'59'49 "E
65.56'
C20
37.09'
45.00'
47'13'24"
S45'59'1 1 "E
36.05'
C21
56.34'
45.00'
71'44'04"
S33'43'51 "E
52.73'
C22
45.99'
135.00'
19'31'04"
SO7'37'21 "E
45.77'
C23
41.86'
205.00'
11'41'57"
S1 1'31'55 "E
41.79'
C24
34.81'
23.00'
86'42'27"
S49'O2'O9 "E
31.58'
C25
42.53'
205.00'
11'53'12"
S86'26'47 "E
42.45'
C26
52.68'
205.00'
14'43'26"
S73'08'28 "E
52.54'
C27
45.32'
195.00'
13' 18'54"
S72'26' 1 1 "E
45.21'
C28
32.91'
524.52'
3'35'41 "
S77' 17'48 "E
32.90'
C29
42.63'
195.00'
12'31'31"
S81 *45'43"E
42.54'
C3O
57.32'
405.00'
8'06'32"
S83'58' 12 "E
57.27'
C31
78.42'
155.00'
28'59'22"
N85'35'23 "E
77.59'
C32
3.43'
155.00'
1'16'02"
N70'27'41 "E
3.43'
C33
42.66'
45.00'
54' 19'19"
S83 *00'41 "E
41.08'
C34
39.20'
110.00'
20'25'14"
S66'O3'38 "E
39.00'
C35
100.45'
716.98'
8'01'37"
S80'17'03 "E
100.36'
C36
87.22'
176.77'
28' 16'15"
S75'51 '55 "E
86.34'
March 8. 2012 2:05 PM K: \2011 \110039.00.00 10 Infrastructure Surveying - Foxfire- Audubon \0001 Foxfire Community Wells \Sketch And Descriptions \UE- AE -MEO 1.dwg
PROJECT: FOXFIRE UNIT 2 �/�INCPlanning
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Visualization
TITLE: LINE AND CURVE TABLE CONSULTING s„� e g g
UE- AE &MEO1 - UTILITY, ACCESS AND MAINTENANCE EASEMENT 6610 Willow Park Drive, Suite 200
CLIENT: PUBLIC UTILITIES AND PROJECT MANAGEMENT Naples, Florida
Phone: (239)597 -0575 FAX: : (23 (239)597 -0578
LB No.: 6952
110039.00.00 0 9 48S 25E N' A 3/2/12 R.A.K. UE- AE- ME01.dw9 5 5